472_24428.SAA_ WHV CF- EM Room and Control Center Renovations - Bid Drawings.pdf

PDF 15 MB Posted Mar 27, 2025

Attached to: 472/24428. SAA; WHVCF - EM Room & Control Ctr Renovation
Solicitation number: RFQ-171-250000000252-3
Issued by: Washtenaw County, Michigan

About this file

Written by GovTribe AI · Mar 31, 2025

These bid drawings detail the Women's Huron Valley Correctional Facility Command Center Upgrades project for the State of Michigan's Department of Technology, Management and Budget (DTMB), Facilities and Business Services Administration. The project involves comprehensive renovations to the electrical, mechanical, plumbing, audio/visual, and security systems within the West Administration Building's control center and surrounding areas. Key elements include installing a new 60KVA uninterruptible power supply (UPS) system, replacing existing HVAC equipment with variable refrigerant flow (VRF) systems, upgrading electrical panels and devices, implementing new cabling and audiovisual infrastructure, and performing selective demolition and architectural modifications.

The project is structured in two phases, with careful coordination required to maintain facility operations during renovations. The electrical upgrades involve installing a new UPS panel, replacing existing panels, and updating device configurations with red-colored UPS power indicators. Mechanical work includes removing and replacing rooftop and ceiling-mounted HVAC equipment, with new VRF systems providing improved climate control. Plumbing modifications include replacing fixtures in restrooms and updating associated piping. The audiovisual and security system upgrades will modernize the control center's monitoring and communication capabilities. The bid documents are dated February 7, 2025, suggesting a near-term procurement process, with detailed technical specifications provided across multiple discipline-specific drawing sets to guide potential contractors.

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Other files

File	Type	Posted
472.24428.SAA WHV CF - EM Room and Conmtrol Center Renovation - Advertisement for bid.pdf	PDF	Mar 27, 2025
472.24428.SAA WHV CF - EM Room and Control Center Renovation - Addendum 01.pdf	PDF	Mar 27, 2025
LEIN Request 24428.pdf	PDF	Mar 27, 2025
472.24428.SAA WHV CF - EM Room and Conmtrol Center Renovation - Mich Spec PV.pdf	PDF	Mar 27, 2025
472.24428.SAA WHV CF - EM Room and Control Center Renovation - Addendum 02.pdf	PDF	Mar 27, 2025
472.24428.SAA WHV CF - EM Room and Control Center Renovation - Commtech Specs.pdf	PDF	Mar 27, 2025

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STATE OF MICHIGAN

WOMEN'S HURON VALLEY CORRECTIONAL FACILITY

COMMAND CENTER UPGRADES

WOMEN'S HURON VALLEY CORRECTIONAL FACILITY

INDEX NUMBER: 59110

FILE NUMBER: 472/14430.RMP

3201 BEMIS RD., YPSILANTI, MI 48197

ELECTRICAL ENGINEER

MATRIX CONSULTING ENGINEERS, INC.

1601 EAST GRAND RIVER

LANSING, MI 48906

(517) 487-2511

SECURITY DESIGN

COMMTECH DESIGN

6581 BELDING RD. NE, SUITE 101

ROCKFORD, MI 49341

(616) 863-8132

ARCHITECTURAL, MECHANICAL, PLUMBING AND

ELECTRICAL DRAWING INDEX

WOMEN'S HURON VALLEY CORRECTIONAL FACILITY

3201 BEMIS RD., YPSILANTI, MI 48197

CABLING AND AV DRAWING INDEX

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AutoCAD SHX Text A1 - PLANS, NOTES AND WALL SECTIONS A2 - MONITOR ROOM ELEVATIONS AND SPECIFICATIONS A3 - CORRIDOR ELEVATIONS AND SPECIFICATIONS A4 - CASEWORK PLANS AND ELEVATIONS A5 - CASEWORK, LOCKER AND TOILET ROOM DETAILS E-100 ELECTRICAL SYMBOLS, ABBREV. + NOTES E-300 CONTROL CENTER SUITE-FLOOR PLAN-LIGHTING DEMOLITION-ELECTRICAL E-301 CONTROL CENTER SUITE-FLOOR PLAN-POWER DEMOLITION-ELECTRICAL E-400 ELECTRICAL FLOOR PLAN-NEW LIGHTING E-500 ELECTRICAL FLOOR PLAN-NEW POWER E-900 WEST ADMIN PANEL SCHEDULE P-100 PLUMBING SYMBOLS, NOTES & ABBREVIATIONS P-400 PARTIAL FIRST FLOOR PLAN-WEST ADMIN-PLUMBING NEW M-100 MECHANICAL SYMBOLS, NOTES & ABBREVIATIONS M-300 PARTIAL FLOOR PLAN-WEST ADMIN MECHANICAL DEMOLITION M-301 PARTIAL FLOOR PLAN-WEST ADMIN PIPING DEMOLITION M-400 PARTIAL FLOOR PLAN-WEST ADMIN MECHANICAL NEW M-600 PARTIAL FLOOR PLAN-WEST ADMIN PIPING NEW

AutoCAD SHX Text TC301 WOMEN'S HURON VALLEY CABLING AND AV SCHEDULE WOMEN'S HURON VALLEY CABLING AND AV SCHEDULE TC302 CABLING AND AV LEGENDS AND DETAILS CABLING AND AV LEGENDS AND DETAILS TC400 WEST ADMINISTRATION EM COMMAND CENTER DEMO WEST ADMINISTRATION EM COMMAND CENTER DEMO TC401 WEST ADMINISTRATION EM COMMAND CENTER CABLING AND AVWEST ADMINISTRATION EM COMMAND CENTER CABLING AND AV

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EM ROOM & CONTROL CENTER RENOVATION

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CONSULTING ENGINEERS, INC

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FAX: 517.487.2544

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PHONE: 517.487.2511

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LANSING, MI 48906

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1601 E. GRAND RIVER AVE.

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MATRIX PROJECT:

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WOMEN'S HURON VALLEY CORRECTIONAL

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ISSUED FOR BID 02-10-25 02-10-25

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SURVEILLANCE ENHANCEMENTS

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WOMEN'S HURON VALLEY CORRECTIONAL FACILITY

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VIDEO MANAGEMENT & PERIMETER

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YPSILANTI, MICHIGAN

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AutoCAD SHX Text ROOM FINISHES 1746A - SECURED VESTIBULE REPLACE EXISTING FLOOR WITH LUXURY VINYL FLOORING REPLACE EXISTING BASE WITH NEW RUBBER/VINYL BASE 4" HIGH. REPAINT WALLS. REPLACE CEILING WITH 2x2 LAY-IN ACOUSTICAL TILE CEILING AT 8'-8" AFF. REPAINT DOORS AND FRAMES 1747B - CORRIDOR REPLACE EXISTING FLOOR WITH LUXURY VINYL FLOORING REPLACE EXISTING BASE WITH NEW RUBBER/VINYL BASE 4" HIGH. REPAINT WALLS. REPLACE CEILING WITH 2x2 LAY-IN ACOUSTICAL TILE CEILING AT 8'-8" AFF. REPAINT DOORS AND FRAMES 1747 - STAFF TOILET REPLACE EXISTING TILE FLOOR WITH NEW TILE FLOOR REPLACE EXISTING TILE BASE WITH NEW TILE BASE REPAINT WALLS REPAINT CEILING REPAINT DOOR AND FRAME 1748 - SHOWER NO WORK. 1750 - CAPTAIN'S OFFICE REPAINT WALLS REPLACE CEILING TILES REPLACE CARPET WITH LUXURY VINYL TILE REPLACE EXISTING BASE WITH NEW RUBBER/VYNYL BASE 4" HIGH REPAINT DOOR AND FRAME 1752 - CORRIDOR REPLACE EXISTING FLOORING WITH LUXURY VINYL TILE. REPLACE EXISTING BASE WITH NEW RUBBER/VINYL BASE 4" HIGH REPAINT WALLS REPLACE CEILING WITH 2x2 LAY-IN ACOUSTICAL TILE CEILING AT 8'-8" AFF. REPAINT DOORS AND FRAMES 1745 - MONITOR ROOM REPLACE EXISTING FLOORING WITH LUXURY VINYL TILE REPLACE EXISTING BASE WITH NEW RUBBER/VINYL BASE 4" HIGH PAINT/REPAINT WALLS REPLACE CEILING WITH 2x2 LAY-IN ACOUSTICAL TILE CEILING AT 8'-8" AFF. PAINT CASED OPENING FRAME 1755 - CONTROL CENTER REPLACE EXISTING FLOORING WITH LUXURY VINYL TILE REPLACE EXISTING BASE WITH NEW RUBBER/VINYL BASE 4" HIGH PAINT/REPAINT WALLS REPLACE CEILING WITH 2x2 LAY-IN ACOUSTICAL TILE CEILING AT 8'-8" AFF. PAINT DOORS, FRAMES AND CASED OPENING 1784 - CAMERA ROOM REPLACE EXISTING BASE WITH NEW RUBBER/VINYL BASE 4" HIGH AT DOOR INFILL WALL REPAINT DOOR INFILL WALL MAIN CORRIDOR PATCH EXISTING FLOORING AT INFILLED WALL PATCH EXISTING BASE AT INFILLED WALL REPAINT INFILLED WALL

AutoCAD SHX Text SEQUENCE OF WORK AND GENERAL NOTES: PHASE 1: PREPARATION AND MOVE TO CAPTAIN'S OFFICE INSTALL ALL ELECTRICAL, NETWORK ITEMS, AND PHONES IN CAPTAIN'S OFFICE. RELOCATE THE EXISTING MONITOR ROOM (COMPUTERS, MONITORS, DOORS AND GATE CONTROLS, RADIOS, DESKS, ETC) TO THE CAPTAIN'S OFFICE. INSTALL PROTECTIVE DUST SEALS AT DOOR TO CAPTAIN'S OFFICE AND TO THE CAMERA ROOM. REMOVE PORTION OF CEILING GRID IN CONTROL CENTER FOR DUST PARTITION. INSTALL DUST PARTITION IN THE CONTROL CENTER, SECURED VESTIBULE/CORRIDOR AND CAMERA ROOM FROM FLOOR TO UNDERSIDE OF DECK. DUST PARTITION SHALL BE CONSTRUCTED OF METAL STUDS AT 16" O.C. WITH MINIMUM 10 MIL CLEAR POLYETHYLENE PLASTIC, FIRE RETARDANT SHEETS. SHEETS TO OVERLAP BY 6" AND TAPED EACH SIDE. SEAL SHEETS TO FLOOR, DECK AND ANY OBSTRUCTION ABOVE THE CEILING. SEAL SHEETS TO WALLS. PROVIDE ZIPPER DOOR IN DUST PARTITION. RENOVATE THE MONITOR ROOM, CORRIDOR AND BACK PART OF THE CONTROL CENTER. PHASE 2. RELOCATION BACK TO EXISTING LOCATIONS ONCE RENOVATION WORK IS COMPLETED AS FAR AS POSSIBLE, RELOCATE CONTROL ROOM STAFF TEMPORARILY TO BACK PART OF THE CONTROL CENTER. REMOVE TEMPORARY DUST PARTITIONS. REMOVE CEILING AND FLOOR IN THE FRONT PART OF THE CONTROL CENTER AND REPLACE. REPAINT ROOM. PATCH FINISHES IN CAMERA ROOM AS NECESSARY. CLEAN UP CONTROL ROOM. RELOCATE CONTROL ROOM STAFF BACK INTO THE CONTROL ROOM. INSTALL NEW FURNITURE. RELOCATE MONITOR ROOM (COMPUTERS, MONITORS, DOORS AND GATE CONTROLS, RADIOS, ETC.) FROM ITS TEMPORARY LOCATION TO THE PERMANENT LOCATION. PHASE 3. CAPTAIN'S OFFICE, HALL AND TOILET ROOM REMODEL ERECT TEMPORARY DUST PARTITION AT REMOVED DOOR AND SIDELIGHT. INSTALL DUST SEALS AT DOORS IN THE SECURED VESTIBULE/CORRIDOR TO THE EAST OF THE CONTROL ROOM. RENOVATE THE SECURED VESTIBULE/CORRIDOR. CONSTRUCT BLOCK WALL, REPLACE CEILING AND FLOORING. REPAINT WALLS. RENOVATE THE TOILET ROOM AND CAPTAIN'S OFFICE. REMOVE TEMPORARY WALL AND SEALS AT SECURED VESTIBULE AND CORRIDOR. PATCH FINISHES AS NECESSARY. CLEAN UP ALL CONSTRUCTION AREAS.

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PLANS, NOTES, AND WALL SECTIONS

MONITOR ROOM ELEVATION

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1 MONITOR ROOM ELEVATION

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MONITOR ROOM ELEVATION

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DESKTOP HEIGHT WORKSTATION

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OPEN KNEESPACE

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DUCT TO ROOM CORNER DIFFUSER LOW

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RETURN AIR GRILL THRU WALL

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DUCT TO ROOM CORNER DIFFUSER LOW

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EXISTING EXPANSION JOINT

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ADJUSTABLE HEIGHT WORKSTATION

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FIXED HEIGHT WORKSTATION

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SUPPLY DUCT TO LOW DIFFUSER

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EXISTING HOLLOW METAL DOOR AND FRAME REMOVED AND INFILLED WITH CONCRETE MASONRY

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DESK HEIGHT WORKSTATION

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EXISTING 8" CONCRETE MASONRY WALL

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EXISTING 8: CONCRETE MASONRY WALL

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EXISTING METAL DECK

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MONITORS ON VESA MOUNTING BRACKET

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UNISTRUT FRAME FOR VESA MOUNTING BRACKETS SEE SECURITY SYSTEM DRAWINGS

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PATCH EXISTING CONCRETE MASONRY AT SAWCUT BLOCK

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SECURITY SYSTEM AND VIDEO MONITORS. SEE SECURITY SYSTEM DRAWINGS.

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VIDEO AND SECURITY MONITORS SEE SECURITY SYSTEM DRAWINGS

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UNISTRUT STRUCTURE SEE SECURITY SYSTEM DRAWINGS

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SUPPLY DUCT DOWN TO LOW REGISTER

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SUPPLY DUCT DOWN TO LOW REGISTER

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NEW HOLLOW METAL CASED OPENING

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NEW GYPSUM BOARD AND METAL STUD WALL INFILL

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PATCH EXISTING CONCRETE MASONRY WALL AT SAWCUT BLOCK

AutoCAD SHX Text REMOVE EXISTING WINDOWS AND CONCRETE MASONRY WALL BELOW. INSTALL NEW HOLLOW METAL CASED ONPENING.

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SAWCUT EXISTING HOLLOW METAL FRAME ASSEMBLY AT SIDE OF FRAME

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AutoCAD SHX Text REPLACE EXISTING 2X4 ACOUSTICAL LAY-IN CEILING WITH NEW 2x2 ACOUSTICAL LAY-IN CEILING

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EXISTING GYPSUM BOARD PARTITION

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FIXED HEIGHT DESK

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ADJUSTABLE HEIGHT WORK SURFACE

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DESK HEIGHT WORK STATION

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EXISTING 8" CONCRETE MASONRY WALL

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EXISTING 6" CONCRETE MASONRY WALL

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EXISTING METAL DECKING

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MONITORS AND UNISTRUT SUPPORTS SEE SECURITY SYSTEM DRAWINGS.

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472/24428.SAA

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SURVEILLANCE ENHANCEMENTS

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WOMEN'S HURON VALLEY CORRECTIONAL FACILITY

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VIDEO MANAGEMENT & PERIMETER

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YPSILANTI, MICHIGAN

AutoCAD SHX Text 02/07/2025

AutoCAD SHX Text 092216 - NON-STRUCTURAL METAL FRAMING: A. FRAMING MEMBERS, GENERAL: COMPLY WITH AISI S220 FOR CONDITIONS INDICATED. FRAMING MEMBERS, GENERAL: COMPLY WITH AISI S220 FOR CONDITIONS INDICATED. 1. STEEL SHEET COMPONENTS: COMPLY WITH AISI S220 REQUIREMENTS FOR METAL. STEEL SHEET COMPONENTS: COMPLY WITH AISI S220 REQUIREMENTS FOR METAL. 2. PROTECTIVE COATING: COMPLY WITH AISI S220; ASTM A653 G40 OR COAT WITH EQUIVALENT CORROSION RESISTANCE. GALVANNEALED PRODUCTS ARE NOT ACCEPTABLE. PROTECTIVE COATING: COMPLY WITH AISI S220; ASTM A653 G40 OR COAT WITH EQUIVALENT CORROSION RESISTANCE. GALVANNEALED PRODUCTS ARE NOT ACCEPTABLE. B. STUDS AND TRACK: AISI S220. STUDS AND TRACK: AISI S220. 1. MINIMUM BASE-STEEL THICKNESS: 0.0147 INCH (25 GAUGE). MINIMUM BASE-STEEL THICKNESS: 0.0147 INCH (25 GAUGE). 2. DEPTH: 3 INCHES. DEPTH: 3 INCHES. 58 INCHES. C. COLD-ROLLED CHANNEL BRIDGING: STEEL, 0.0538 MINIMUM BASE-STEEL THICKNESS, WITH MINIMUM INCH WIDE FLANGES. COLD-ROLLED CHANNEL BRIDGING: STEEL, 0.0538 MINIMUM BASE-STEEL THICKNESS, WITH MINIMUM INCH WIDE FLANGES. 12 INCH WIDE FLANGES. 1. DEPTH: 1 INCHES. DEPTH: 1 INCHES. 12 INCHES. 2. CLIP ANGLE: NOT LESS THAN 1 BY 1 , 0.068 INCH THICK, GALVANIZED STEEL. CLIP ANGLE: NOT LESS THAN 1 BY 1 , 0.068 INCH THICK, GALVANIZED STEEL. 12 BY 1 , 0.068 INCH THICK, GALVANIZED STEEL. 12, 0.068 INCH THICK, GALVANIZED STEEL. D. INSTALL FRAMING SYSTEM, COMPONENTS ACCORDING TO SPACING INDICATED, BY NOT GREATER THAN 24 INCHES. INSTALL FRAMING SYSTEM, COMPONENTS ACCORDING TO SPACING INDICATED, BY NOT GREATER THAN 24 INCHES. E. INSTALL STUDS SO FLANGES WITHIN FRAMING SYSTEM POINT IN THE SAME DIRECTION. INSTALL STUDS SO FLANGES WITHIN FRAMING SYSTEM POINT IN THE SAME DIRECTION. F. INSTALL TRACKS AT FLOORS AND OVERHEAD SUPPORTS. EXTEND FRAMING FULL HEIGHT TO 6 INCHES MINIMUM ABOVE CEILING. FRAME AROUND OBSTRUCTIONS ABOVE INSTALL TRACKS AT FLOORS AND OVERHEAD SUPPORTS. EXTEND FRAMING FULL HEIGHT TO 6 INCHES MINIMUM ABOVE CEILING. FRAME AROUND OBSTRUCTIONS ABOVE CEILING. 1. DOOR OPENINGS: SCREW VERTICAL STUDS AT JAMBS TO JAMB ANCHOR CLIPS ON DOOR FRAMES; INSTALL TRACK SECTION (FOR CRIPPLE STUDS) AT HEAD AND DOOR OPENINGS: SCREW VERTICAL STUDS AT JAMBS TO JAMB ANCHOR CLIPS ON DOOR FRAMES; INSTALL TRACK SECTION (FOR CRIPPLE STUDS) AT HEAD AND SECURE TO JAMB STUDS. a. INSTALL TWO STUDS AT EACH JAMB. INSTALL TWO STUDS AT EACH JAMB. b. INSTALL CRIPPLE STUDS AT HEAD ADJACENT TO EACH JAMB STUD. INSTALL CRIPPLE STUDS AT HEAD ADJACENT TO EACH JAMB STUD. c. EXTEND JAMB STUDS THROUGH SUSPENDED CEILING AND ATTACH TO BRACED TRACK. EXTEND JAMB STUDS THROUGH SUSPENDED CEILING AND ATTACH TO BRACED TRACK.

AutoCAD SHX Text 092900 - GYPSUM BOARD: A. GYPSUM BOARD:, TYPE X: ASTM C1396. GYPSUM BOARD:, TYPE X: ASTM C1396. 1. THICKNESS: INCH. THICKNESS: INCH. 58 INCH. 2. LONG EDGES: TAPERED. LONG EDGES: TAPERED. B. JOINT TREATMENT MATERIALS: COMPLY WITH ASTM C475. JOINT TREATMENT MATERIALS: COMPLY WITH ASTM C475. 1. JOINT TAPE: PAPER. JOINT TAPE: PAPER. 2. JOINT COMPOUND: FOR EACH COAT, USE FORMULATION THAT IS COMPATIBLE WITH OTHER COMPOUNDS APPLIED ON PREVIOUS OR FOR SUCCESSIVE COATS. JOINT COMPOUND: FOR EACH COAT, USE FORMULATION THAT IS COMPATIBLE WITH OTHER COMPOUNDS APPLIED ON PREVIOUS OR FOR SUCCESSIVE COATS. a. EMBEDDING AND FIRST COAT: FOR EMBEDDING TAPE AND FIRST COAT ON JOINTS, FASTENERS, AND TRIM FLANGES, USE SETTING-TYPE TAPING COMPOUND. EMBEDDING AND FIRST COAT: FOR EMBEDDING TAPE AND FIRST COAT ON JOINTS, FASTENERS, AND TRIM FLANGES, USE SETTING-TYPE TAPING COMPOUND. b. FILL COAT: FOR SECOND COAT, USE SETTING-TYPE, SANDABLE TOPPING. FILL COAT: FOR SECOND COAT, USE SETTING-TYPE, SANDABLE TOPPING. c. FINISH COAT: FOR THIRD COAT, USE SETTING-TYPE, SANDABLE TOPPING. FINISH COAT: FOR THIRD COAT, USE SETTING-TYPE, SANDABLE TOPPING. C. STEEL DRILL SCREWS: ASTM C1002. STEEL DRILL SCREWS: ASTM C1002. D. EXAMINE PANELS BEFORE INSTALLATION. REJECT PANELS THAT ARE WET, MOISTURE DAMAGED, AND MOLD DAMAGED. EXAMINE PANELS BEFORE INSTALLATION. REJECT PANELS THAT ARE WET, MOISTURE DAMAGED, AND MOLD DAMAGED. E. COMPLY WITH ASTM C840. COMPLY WITH ASTM C840. F. FOR TRIM WITH BACK FLANGES INTENDED FRO FASTENERS, ATTACH TO FRAMING WITH SAME FASTENERS USED FOR PANTELS. OTHERWISE, ATTACH TRIM ACCORDING TO FOR TRIM WITH BACK FLANGES INTENDED FRO FASTENERS, ATTACH TO FRAMING WITH SAME FASTENERS USED FOR PANTELS. OTHERWISE, ATTACH TRIM ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. G. PREFILL OPEN JOINTS AND DAMAGED SURFACE AREAS. PREFILL OPEN JOINTS AND DAMAGED SURFACE AREAS. H. APPLY JOINT TAPE OVER JOINTS. APPLY JOINT TAPE OVER JOINTS. I. FINISH PANELS TO LEVEL 4.FINISH PANELS TO LEVEL 4.

AutoCAD SHX Text 095113 - ACOUSTICAL PANEL CEILINGS: A. ACOUSTICAL PANEL STANDARD: MANUFACTURER'S STANDARD PANELS IN ACCORDANCE WITH ASTM E1264. ACOUSTICAL PANEL STANDARD: MANUFACTURER'S STANDARD PANELS IN ACCORDANCE WITH ASTM E1264. B. ARMSTRONG WORLD INDUSTRIES - MODEL SCHOOL ZONE FINE FISSURED (1713). ARMSTRONG WORLD INDUSTRIES - MODEL SCHOOL ZONE FINE FISSURED (1713). 1. NON-DIRECTIONAL VISUAL PANEL NON-DIRECTIONAL VISUAL PANEL 2. COLOR: WHITE COLOR: WHITE 3. CEILING ATTENUATION CLASS (CAC): 35 CEILING ATTENUATION CLASS (CAC): 35 4. NOISE REDUCTION COEFFICIENT (NRC) 0.70 NOISE REDUCTION COEFFICIENT (NRC) 0.70 5. EDGE DETAIL: SQUARE EDGE DETAIL: SQUARE 6. THICKNESS: INCH THICKNESS: INCH 34 INCH 7. MODULAR SIZE: 24 INCH BY 24 INCHES MODULAR SIZE: 24 INCH BY 24 INCHES C. METAL SUSPENSION SYSTEM: METAL SUSPENSION SYSTEM: 1. ARMSTRONG WORLD INDUSTRIES - MODEL PRELUDE XL " EXPOSED TEE ARMSTRONG WORLD INDUSTRIES - MODEL PRELUDE XL " EXPOSED TEE 1516" EXPOSED TEE a. STRUCTURAL CLASSIFICATION: INTERMEDIATE-DUTY SYSTEM. STRUCTURAL CLASSIFICATION: INTERMEDIATE-DUTY SYSTEM. b. END CONDITION OF CROSS RUNNERS: OVERRIDE (STEPPED) TYPE. END CONDITION OF CROSS RUNNERS: OVERRIDE (STEPPED) TYPE. c. FACE FINISH: FLAT, FLUSH. FACE FINISH: FLAT, FLUSH. d. CAP MATERIAL: ALUMINUM. CAP MATERIAL: ALUMINUM. e. CAP FINISH: PAINTED WHITE. CAP FINISH: PAINTED WHITE. D. METAL EDGE MOLDINGS AND TRIM: MANUFACTURER'S STANDARD MOLDINGS FOR EDGES AND PENETRATIONS, FORMED FROM SHEET METAL OF SAME MATERIAL, FINISH AND METAL EDGE MOLDINGS AND TRIM: MANUFACTURER'S STANDARD MOLDINGS FOR EDGES AND PENETRATIONS, FORMED FROM SHEET METAL OF SAME MATERIAL, FINISH AND COLOR AS THAT USED FOR EXPOSED FLANGES OF SUSPENSION-SYSTEM RUNNERS. E. MEASURE EACH CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL PANELS TO BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF EACH CEILING. AVOID USING MEASURE EACH CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL PANELS TO BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF EACH CEILING. AVOID USING LESS-THAN-HALF-WIDTH PANELS WHEREVER POSSIBLE. FOLLOW GENERAL LAYOUT SHOWN ON REFLECTED CEILING PLAN. F. INSTALL ACOUSTICAL PANEL CEILING IN ACCORDANCE WITH ASTM C636 AND MANUFACTURER'S WRITTEN INSTRUCTIONS. INSTALL ACOUSTICAL PANEL CEILING IN ACCORDANCE WITH ASTM C636 AND MANUFACTURER'S WRITTEN INSTRUCTIONS. G. INSTALL EDGE MOLDINGS AND TRIM AT PERIMETER OF ACOUSTICAL CEILING AREA AND AT CEILING PENETRATIONS. INSTALL EDGE MOLDINGS AND TRIM AT PERIMETER OF ACOUSTICAL CEILING AREA AND AT CEILING PENETRATIONS. a. APPLY SEALANT IN A CONTINUOUS RIBBON CONCEALED ON THE BACK OF VERTIAL LEGS OF MOLDINGS BEFORE INSTALLATION. APPLY SEALANT IN A CONTINUOUS RIBBON CONCEALED ON THE BACK OF VERTIAL LEGS OF MOLDINGS BEFORE INSTALLATION. b. DO NOT USE EXPOSED FASTENERS, INCLUDING POP-RIVOTS, ON MOLDINGS AND TRIM.DO NOT USE EXPOSED FASTENERS, INCLUDING POP-RIVOTS, ON MOLDINGS AND TRIM.

AutoCAD SHX Text 096513 - RESILIENT BASE: A. ARMSTRONG WORLD INDUSTRIES - MODEL COMMERCIAL WALLBASE/TRANSITIONS ARMSTRONG WORLD INDUSTRIES - MODEL COMMERCIAL WALLBASE/TRANSITIONS 1. TYPE: THERMOPLASTIC RUBBER. TYPE: THERMOPLASTIC RUBBER. 2. STYLE: COVE. STYLE: COVE. 3. THICKNESS: 0.125 INCH. THICKNESS: 0.125 INCH. 4. HEIGHT: 4 INCHES. HEIGHT: 4 INCHES. 5. LENGTHS: COILS IN MANUFACTURER'S STANDARD LENGTH. LENGTHS: COILS IN MANUFACTURER'S STANDARD LENGTH. 6. CORNERS: JOB-FORMED. CORNERS: JOB-FORMED. 7. COLOR: 12 - SHADOW GRAY. COLOR: 12 - SHADOW GRAY. B. INSTALLATION MATERIALS: INSTALLATION MATERIALS: 1. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY ARMSTRONG WORLD INDUSTRIES FOR THE SUBSTRATE CONDITION. ADHESIVES: WATER-RESISTANT TYPE RECOMMENDED BY ARMSTRONG WORLD INDUSTRIES FOR THE SUBSTRATE CONDITION. C. PREPARE SUBSTRATES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. PREPARE SUBSTRATES ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. D. IMMEDIATELY BEFORE INSTALLATION, SWEEP AND VACUUM CLEAN SUBSTRATES TO BE COVERED BY WALL BASE. IMMEDIATELY BEFORE INSTALLATION, SWEEP AND VACUUM CLEAN SUBSTRATES TO BE COVERED BY WALL BASE. E. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING RESILIENT BASE. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING RESILIENT BASE. F. APPLY RESILIENT BASE TO WALLS, COLUMNS, PILASTERS, AND OTHER PERMANENT FIXTURES IN ROOMS AND AREAS TO RECEIVE WALL BASE. APPLY RESILIENT BASE TO WALLS, COLUMNS, PILASTERS, AND OTHER PERMANENT FIXTURES IN ROOMS AND AREAS TO RECEIVE WALL BASE. G. INSTALL RESILIENT BASE IN LENGTHS AS LONG AS PRACTICAL WITHOUT GAPS AT SEAMS AND WITH TOPS OF ADJACENT PIECES ALIGNED. INSTALL RESILIENT BASE IN LENGTHS AS LONG AS PRACTICAL WITHOUT GAPS AT SEAMS AND WITH TOPS OF ADJACENT PIECES ALIGNED. H. TIGHTLY ADHERE RESILIENT BASE TO SUBSTRATE THROUGHOUT LENGTH OF EACH PIECE, WITH BASE IN CONTINUOUS CONTACT WITH HORIZONTAL AND VERTICAL TIGHTLY ADHERE RESILIENT BASE TO SUBSTRATE THROUGHOUT LENGTH OF EACH PIECE, WITH BASE IN CONTINUOUS CONTACT WITH HORIZONTAL AND VERTICAL SUBSTRATES. I. DO NOT STRETCH BASE DURING INSTALLATION. DO NOT STRETCH BASE DURING INSTALLATION. J. FILL VOIDS ALONG THE TOP EDGE OF WALL BASE AT IRREGULAR SUBSTRATES SUCH AS MASONRY. FILL VOIDS ALONG THE TOP EDGE OF WALL BASE AT IRREGULAR SUBSTRATES SUCH AS MASONRY. K. FORM OUTSIDE CORNERS WITH PIECES AS LONG AS POSSIBLE WITH A RETURN NO LESS THAN 3 INCHES. FORM OUTSIDE CORNERS WITH PIECES AS LONG AS POSSIBLE WITH A RETURN NO LESS THAN 3 INCHES. L. FORM INSIDE CORNERS BY MITERING OR COPING. MINIMUM PIECE LENGTH AT CORNER IS 3 INCHES.FORM INSIDE CORNERS BY MITERING OR COPING. MINIMUM PIECE LENGTH AT CORNER IS 3 INCHES.

AutoCAD SHX Text 093013 - CERAMIC TILE: A. PORCELAIN TILE: STONE PEAK - BROOKLYN PORCELAIN TILE: STONE PEAK - BROOKLYN 1. FLOOR TILE: 12 INCHES BY 24 INCHES BY 8mm HONED FINISH FLOOR TILE: 12 INCHES BY 24 INCHES BY 8mm HONED FINISH 2. WALL BASE TILE: FIELD CUT 4 INCHES HIGH BY 12 INCHES WALL BASE TILE: FIELD CUT 4 INCHES HIGH BY 12 INCHES 3. COLOR: CEMENTO BLACK. COLOR: CEMENTO BLACK. B. MODIFIED DRY-SET MORTAR (THIN SET): ANSI A118.4. MODIFIED DRY-SET MORTAR (THIN SET): ANSI A118.4. 1. PROVIDE PREPACKAGED, DRY-MORTAR MIX CONTAINING, VINYL ACETATE OR ACRYLIC ADDITIVE TO WHICH ONLY WATER MUST BE ADDED AT PROJECT SITE. PROVIDE PREPACKAGED, DRY-MORTAR MIX CONTAINING, VINYL ACETATE OR ACRYLIC ADDITIVE TO WHICH ONLY WATER MUST BE ADDED AT PROJECT SITE. 2. FOR WALL APPLICATIONS, PROVIDE MORTAR THAT COMPLIES WITH REQUIREMENTS FOR NONSAGGING MORTAR IN ADDITION TO OTHER REQUIREMENTS IN ANSI A118.4. FOR WALL APPLICATIONS, PROVIDE MORTAR THAT COMPLIES WITH REQUIREMENTS FOR NONSAGGING MORTAR IN ADDITION TO OTHER REQUIREMENTS IN ANSI A118.4. C. GROUT MATERIALS: GROUT MATERIALS: 1. HIGH PERFORMANCE TILE GROUT: ANSI A118.7. HIGH PERFORMANCE TILE GROUT: ANSI A118.7. 2. COLOR: CHARCOAL GRAY. COLOR: CHARCOAL GRAY. D. ACCESSORIES: ACCESSORIES: 1. SCHLUTER TRIM: RONDEC BULLNOSE BASE CAP AND SCHIENE TRANSITION STRIP. SCHLUTER TRIM: RONDEC BULLNOSE BASE CAP AND SCHIENE TRANSITION STRIP. 2. COLOR: AGRB OR AGSB - ANODIZED GRAPHITE OR BLACK WITH BRUSHED FINISH. COLOR: AGRB OR AGSB - ANODIZED GRAPHITE OR BLACK WITH BRUSHED FINISH. E. EXAMINE SUBSTRATES, AREA AND CONDITIONS WHERE TILE WILL BE INSTALLED. EXAMINE SUBSTRATES, AREA AND CONDITIONS WHERE TILE WILL BE INSTALLED. 1. VERIFY THE SUBSTRATES FOR SETTING TILE ARE FIRM, DRY, CLEAN, FREE OF COATINGS THAT ARE INCOMPATIBLE; COMPLY WITH FLATNESS TOLERANCES REQUIRED BY VERIFY THE SUBSTRATES FOR SETTING TILE ARE FIRM, DRY, CLEAN, FREE OF COATINGS THAT ARE INCOMPATIBLE; COMPLY WITH FLATNESS TOLERANCES REQUIRED BY ANSI A108.01 FOR INSTALLATION. 2. PROCEED ONLY AFTER UNSATISFACTORY CONDITIONS ARE CORRECTED. PROCEED ONLY AFTER UNSATISFACTORY CONDITIONS ARE CORRECTED. E. FILL CRACKS, HOLES AND DEPRESSIONS IN SUBSTRATE FOR TILE FLOORS WITH ADHESIVE OR THINNED MORTAR WITH TROWELABLE LEVELING AND PATCHING COMPOUNE FILL CRACKS, HOLES AND DEPRESSIONS IN SUBSTRATE FOR TILE FLOORS WITH ADHESIVE OR THINNED MORTAR WITH TROWELABLE LEVELING AND PATCHING COMPOUNE SPECIFICALLY RECOMMENDED BY THE TILE-SETTING MATERIAL MANUFACTURER. F. INSTALL TILE IN ACCORDANCE WITH TCNA'S "HANDBOOK FOR CERAMIC, GLASS AND STONE TILE INSTALLATION" FOR TCNA INSTALLATION METHODS SPECIFIED ABOVE. INSTALL TILE IN ACCORDANCE WITH TCNA'S "HANDBOOK FOR CERAMIC, GLASS AND STONE TILE INSTALLATION" FOR TCNA INSTALLATION METHODS SPECIFIED ABOVE. COMPLY WITH PARTS OF ANSI A108 SERIES THAT ARE REFERENCED IN TCNA INSTALLATION METHODS AND ABOVE G. EXTEND TILE WORK INTO RECESSES AND UNDER OR BEHIND EQUIPMENT AND FIXTURES TO FORM A COMPLETE COVERING WITHOUT INTERRUPTION. TERMINATE WORK EXTEND TILE WORK INTO RECESSES AND UNDER OR BEHIND EQUIPMENT AND FIXTURES TO FORM A COMPLETE COVERING WITHOUT INTERRUPTION. TERMINATE WORK NEATLY AT OBSTRUCTIONS, EDGES, AND CORNERS WITHOUT DISRUPTING PATTERN OR JOINT ALIGNMENTS. H. ACCURATELY FORM INTERSECTIONS AND RETURNS. PERFORM CUTTING AND DRILLING OF TILE WITHOUT MARRING VISIBLE SURFACES. CAREFULLY GRIND OUT EDGES OF ACCURATELY FORM INTERSECTIONS AND RETURNS. PERFORM CUTTING AND DRILLING OF TILE WITHOUT MARRING VISIBLE SURFACES. CAREFULLY GRIND OUT EDGES OF TILE ABUTTING TRIM OR BUILT-IN ITEMS FOR STRAIGHT ALIGNED JOINTS. FIT TILE CLOSELY TO ELECTRICAL OUTLETS, PIPING, FIXTURES, AND OTHER PENETRATIONS SO THAT COVERPLATES WILL OVERLAP TILE. I. PROVIDE MANUFACTURER'S STANDARD TRIM SHAPES WHERE NECESSARY TO ELIMINATE EXPOSED TILE EDGES. PROVIDE MANUFACTURER'S STANDARD TRIM SHAPES WHERE NECESSARY TO ELIMINATE EXPOSED TILE EDGES. J. JOINTING PATTERN: LAY TILE IN GRID PATTERN. LAYOUT TILE WORK AND CENTER TILE FIELD TO MINIMIZE USE OF PIECES LESS THAN HALF A TILE. PROVIDE UNIFORM JOINTING PATTERN: LAY TILE IN GRID PATTERN. LAYOUT TILE WORK AND CENTER TILE FIELD TO MINIMIZE USE OF PIECES LESS THAN HALF A TILE. PROVIDE UNIFORM JOINT WIDTHS. K. METAL FLOORING TRANSITION: INSTALL A METAL TILE EDGE TRIM AT THE JOINT BETWEEN TILE AND OTHER FLOORING MATERIALS. METAL FLOORING TRANSITION: INSTALL A METAL TILE EDGE TRIM AT THE JOINT BETWEEN TILE AND OTHER FLOORING MATERIALS. L. MAINTAIN 1/8 GROUT JOINT WIDTH. MAINTAIN 1/8 GROUT JOINT WIDTH. M. ALIGN WALL BASE TRIM GROUT JOINTS WITH FLOOR TILE GROUT JOINTS.ALIGN WALL BASE TRIM GROUT JOINTS WITH FLOOR TILE GROUT JOINTS.

AutoCAD SHX Text SPECIFICATIONS: 042200 - CONCRETE UNIT MASONRY A. PRODUCTS: PRODUCTS: 1. UNIT MASONRY: COMPLY WITH TMS 602/ACI 530.1/ASCE 6, EXCEPT AS MODIFIED BY REQUIREMENTS IN UNIT MASONRY: COMPLY WITH TMS 602/ACI 530.1/ASCE 6, EXCEPT AS MODIFIED BY REQUIREMENTS IN THE CONTRACT DOCUMENTS. 2. DEFECTIVE UNITS: DO NOT USE CHIPPED OR DEFECTIVE UNITS AT EXPOSED LOCATIONS. DEFECTIVE UNITS: DO NOT USE CHIPPED OR DEFECTIVE UNITS AT EXPOSED LOCATIONS. 3. SHAPES: PROVIDE SHAPES INDICATED AND AS FOLLOWS> WITH EXPOSED SURFACES MATCHING EXPOSED SHAPES: PROVIDE SHAPES INDICATED AND AS FOLLOWS> WITH EXPOSED SURFACES MATCHING EXPOSED FACES OF ADJACENT UNITS. 4. CONCRETE MASONRY UNITS: ASTM C90 CONCRETE MASONRY UNITS: ASTM C90 a. UNIT COMPRESSIVE STRENGTH: PROVIDE UNITS WITH MINIMUM AVERAGE NET AREA COMPRESSIVE UNIT COMPRESSIVE STRENGTH: PROVIDE UNITS WITH MINIMUM AVERAGE NET AREA COMPRESSIVE STRENGTH OF 2800 PSI. b. DENSITY CLASSIFICATION: NORMAL WEIGHT. DENSITY CLASSIFICATION: NORMAL WEIGHT. 5. CONCRETE BUILDING BRICK: ASTM C55 CONCRETE BUILDING BRICK: ASTM C55 a. UNIT COMPRESSIVE STRENGTH: PROVIDE UNITS WITH MINIMUM AVERAGE NET AREA COMPRESSIVE UNIT COMPRESSIVE STRENGTH: PROVIDE UNITS WITH MINIMUM AVERAGE NET AREA COMPRESSIVE STRENGTH OF 28OO PSI. b. DENSITY CLASSIFICATION: NORMAL WEIGHT. DENSITY CLASSIFICATION: NORMAL WEIGHT. 6. MORTAR AND GROUT MATERIALS MORTAR AND GROUT MATERIALS a. PROTLAND CEMENT: ASTM C150, TYPE I OR II. PROVIDE NATURAL COLOR. PROTLAND CEMENT: ASTM C150, TYPE I OR II. PROVIDE NATURAL COLOR. b. HYDRATED LIME: ASTM C207, TYPE S. HYDRATED LIME: ASTM C207, TYPE S. c. PORTLAND CEMENT LIME MIX: PACKAGED BLEND OF PORTLAND CEMENT AND HYDRATED LIME PORTLAND CEMENT LIME MIX: PACKAGED BLEND OF PORTLAND CEMENT AND HYDRATED LIME CONTAINING NO OTHER INGREDIENTS. d. MASONRY CEMENT> ASTM C91. MASONRY CEMENT> ASTM C91. e. AGGREGATE FOR MORTAR: ASTM C144. AGGREGATE FOR MORTAR: ASTM C144. f. WATER: POTABLE. WATER: POTABLE. 7. REINFORCEMENT: REINFORCEMENT: a. UNCOATED STEEL REINFORCING BARS: ASTM A615 OR ASTM A996, GRADE 60. UNCOATED STEEL REINFORCING BARS: ASTM A615 OR ASTM A996, GRADE 60. b. MASONRY JOINT REINFORCEMENT, GENERAL: ASTM A951. HOT-DIP GALVANIZED, CARBON STEEL, MASONRY JOINT REINFORCEMENT, GENERAL: ASTM A951. HOT-DIP GALVANIZED, CARBON STEEL, 0.187 INCH SIDE RODS, 0.148 CROSS RODS, LADDER STYLE, SPACED NOT MORE THAN 2 COURSES APART, LENGTHS OF NOT LESS THAN 10 FEET. B. EXECUTION: EXECUTION: 1. USE FULL-SIZE UNITS WITHOUT CUTTING IF POSSIBLE. WHEN CUTTING IS REQUIRED, CUT UNITS WITH USE FULL-SIZE UNITS WITHOUT CUTTING IF POSSIBLE. WHEN CUTTING IS REQUIRED, CUT UNITS WITH MOTOR-DRIVEN SAWS, PROVIDE CLEAN, SHARP UNCHIPPED EDGES. ALLOW UNITS TO DRY BEFORE LAYING. INSTALL CUT UNITS WITH CUT SURFACES AND EDGE CONCEALED WHERE POSSIBLE. 2. TOLERANCES: HORZONTAL LAYOUT: MAXIMUM 1/2 INCH FOR 12 FEET. VERTICAL JOINTS: MAXIMUM 1/8 TOLERANCES: HORZONTAL LAYOUT: MAXIMUM 1/2 INCH FOR 12 FEET. VERTICAL JOINTS: MAXIMUM 1/8 INCH. LEVEL JOINTS: 1/8 INCH IN 10 FEET. PLUMB: 1/4 INCH IN 10 FEET. 3. LAY OUT WALLS IN ADVANCE FOR ACCURATE SPACING OF SURFACE BOND PATTERN WITH UNIFORM LAY OUT WALLS IN ADVANCE FOR ACCURATE SPACING OF SURFACE BOND PATTERN WITH UNIFORM JOINT THICKNESSES AND FOR ACCURATE LOCATION OF OPENINGS. AVOID USING LESS THAN HALF SIZE UNITS WHENEVER POSSIBLE. 4. LAY CONCRETE MASONRY UNITS IN RUNNING BOND PATTERN. LAY CONCRETE MASONRY UNITS IN RUNNING BOND PATTERN. 5. AT LOCATIONS WITH INFILLED OPENINGS, REMOVE HALF OR PARTIAL SIZE MASONRY UNITS AND TOOTH AT LOCATIONS WITH INFILLED OPENINGS, REMOVE HALF OR PARTIAL SIZE MASONRY UNITS AND TOOTH IN NEW MASONRY UNITS TO CONTINUE EXISTING RUNNING BOND PATTERN. 6. LAY HOLLOW CMU'S AS FOLLOWS: LAY HOLLOW CMU'S AS FOLLOWS: a. BED FACE SHELL IN MORTAR AND MAKE HEAD JOINTS OF DEPTH EQUAL TO BED JOINTS. BED FACE SHELL IN MORTAR AND MAKE HEAD JOINTS OF DEPTH EQUAL TO BED JOINTS. b. BED WEBS IN MORTAR IN ALL COURSES WHERE WEBS ALIGN. BED WEBS IN MORTAR IN ALL COURSES WHERE WEBS ALIGN. c. BED WEBS AT CONCRETE SLAB. BED WEBS AT CONCRETE SLAB. d. LAY SOLID CMU'S WITH COMPLETE BED FILL. BUTTER ENDS WITH SUFFICIENT MORTAR TO FULLY LAY SOLID CMU'S WITH COMPLETE BED FILL. BUTTER ENDS WITH SUFFICIENT MORTAR TO FULLY FILL END JOINT. e. TOOL EXPOSED JOINTS WITH SLIGHT CONCAVE SHAPE WHEN THUMBPRINT HARD USING A JOINTER TOOL EXPOSED JOINTS WITH SLIGHT CONCAVE SHAPE WHEN THUMBPRINT HARD USING A JOINTER LARGER THAN THE JOINT THICKNESS. f. CUT JOINTS FLUSH TO FACE AT BOTTOM 4 INCHES FOR APPLIED WALL BASE. CUT JOINTS FLUSH TO FACE AT BOTTOM 4 INCHES FOR APPLIED WALL BASE. 7. INSTALL JOINT REINFORCEMENT ENTIRE LENGTH OF LONGITUDINAL SIDE RODS IN MORTAR WITH A INSTALL JOINT REINFORCEMENT ENTIRE LENGTH OF LONGITUDINAL SIDE RODS IN MORTAR WITH A MINIMUM COVER OF 1/2 INCH. LAP REINFORCEMENT A MINIMUM OF 6 INCHES. SPACE REINFORCEMENT NOT MORE THAN 16 INCHES APART AND AT 8 INCHES APART FOR BOTTOM AND TOP 16 INCHES OF WALL.PROVIDE CONTINUITY AT WALL INTERSECTIONS BY USING REINFORCING BARS OR STEEL TIE PLATE. 8. CLEAN UNIT MASONRY AS WORK PROGRESSES BY DRY BRUSHING TO REMOVE MORTAR FINS AND CLEAN UNIT MASONRY AS WORK PROGRESSES BY DRY BRUSHING TO REMOVE MORTAR FINS AND SMEARS BEFORE TOOLING. 9. FINAL CLEANING: CLEAN CONCRETE MASONRY BY APPLICABLE CLEANING METHODS INDICATED IN NCMA FINAL CLEANING: CLEAN CONCRETE MASONRY BY APPLICABLE CLEANING METHODS INDICATED IN NCMA TEK 8-4A.

MONITOR ROOM ELEVATIONS AND SPECIFICATIONS

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REMOVE EXISTING HOLLOW METAL WINDOWS AND CONCRETE MASONRY WALL

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REMOVE EXISTING DOOR AND SIDELIGHT

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REPLACE EXISTING ACOUSTICAL TILE CEILING AND GRID

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EXISTING METAL DECKING

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REMOVE EXISTING HOLLOW METAL DOOR AND FRAME. INFILL WITH CONCRETE MASONRY

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SAWCUT EXISTING FRAME AND REMOVE

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CLEAN AND PATCH EX. CMU AS NECESSARY FOR A FINISHED SURFACE

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EXISTING SUITE ENTRY BEYOND TO REMAIN

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NEW CONCRETE MASONRY WALL ACROSS EXISTING CORRIDOR

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AutoCAD SHX Text SAWCUT AND REMOVE EXISTING CONCRETE MASONRY WALL. PATCH EXISTING CONCRETE MASONRY REMAINING

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INFILL BETWEEN COLUMNS WITH GYPSUM BOARD PARTITION

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INSTALL OWNER'S EXISTING LOCKERS

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INSTALL METAL FILLER AT WALL IF AN EXISTING FILLER IS AVAILABLE

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OWNER'S METAL LOCKER BASES. RELOCATE WITH LOCKERS.

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EXISTING 6" CONCRETE MASONRY WALL

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NEW METAL LOCKERS WITH MAIL SLOTS SEE DETAILS SHEET A4

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NEW COFFEE STATION COUNTER AND CABINETS

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PATCH EXISTING CONCRETE MASONRY AS NECESSARY FOR FINISHED SURFACE.

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BOTTLE FILLER

AutoCAD SHX Text REMOVE AND REPLACE EXISTING DOOR KNOBS AND CYLINDRICAL LOCK. INSTALL NEW SCHLAGE ND40 WITH ME2 LEVERS AND OCCUPANCY INDICATOR.

AutoCAD SHX Text REMOVE EXISTING KNOBS AND MORTISE LOCK. REPLACE WITH SCHLAGE L9453 OFFICE LOCKSET WITH ME2 LEVERS.

AutoCAD SHX Text REMOVE EXISTING KNOBS AND MORTISE LOCK. REPLACE WITH SCHLAGE L9480 STOREROOM LOCKSET WITH ME2 LEVERS.

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REMOVE EXISTING DOOR, FRAME AND SIDELIGHT. PATCH WALLS.

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NEW SINK AND FAUCET

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SOLID SURFACE COUNTERTOP AND SPLASH

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EXISTING 6" CONCRETE MASONRY WALL

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REMOVE EXISTING 6" CONCRETE MASONRY WALL AND LINTEL

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EXISTING METAL DECKING

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PLASTIC LAMINATE CABINET UNITS

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PLASTIC LAMINATE CABINET UNITS

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472/24428.SAA

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SURVEILLANCE ENHANCEMENTS

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WOMEN'S HURON VALLEY CORRECTIONAL FACILITY

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VIDEO MANAGEMENT & PERIMETER

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YPSILANTI, MICHIGAN

AutoCAD SHX Text 02/07/2025

AutoCAD SHX Text 099123 - INTERIOR PAINTING: TINT TOPCOAT TO MATCH FACILITY'S EXISTING WALL COLORS. A. SHERWIN-WILLIAMS SHERWIN-WILLIAMS 1. CONCRETE MASONRY CONCRETE MASONRY PRIMER: LXN C&M PRIMER WH TOPCOAT: PROMAR® 200 ZERO VOC INTERIOR LATEX EG-SHEL EXTRA WHITE 200 ZERO VOC INTERIOR LATEX EG-SHEL EXTRA WHITE 200 ZERO VOC INTERIOR LATEX EG-SHEL EXTRA WHITE 2. STEEL STEEL PRIMER: KEM KROMIK® UNIVERSAL METAL PRIMER OFF WHITE UNIVERSAL METAL PRIMER OFF WHITE TOPCOAT: PM 200 0 GL EW 3. GYPSUM BOARD GYPSUM BOARD PRIMER: LXN C&M PRIMER WH TOPCOAT: PROMAR® 200 ZERO VOC INTERIOR LATEX EG-SHEL EXTRA WHITE 200 ZERO VOC INTERIOR LATEX EG-SHEL EXTRA WHITE B. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS APPLICABLE TO SUBSTRATES AND PAINT SYSTEMS INDICATED. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS APPLICABLE TO SUBSTRATES AND PAINT SYSTEMS INDICATED. C. REMOVE HARDWARE, COVERS, PLATES AND SIMILAR ITEMS ALREADY IN PLACE THAT ARE REMOVABLE AND ARE NOT TO BE PAINTED. REMOVE HARDWARE, COVERS, PLATES AND SIMILAR ITEMS ALREADY IN PLACE THAT ARE REMOVABLE AND ARE NOT TO BE PAINTED. D. AFTER COMPLETING PAINTING OPERATIONS, USE WORKERS SKILLED IN THE TRADES INVOLVED TO REINSTALL ITEMS THAT WERE REMOVED. REMOVE AFTER COMPLETING PAINTING OPERATIONS, USE WORKERS SKILLED IN THE TRADES INVOLVED TO REINSTALL ITEMS THAT WERE REMOVED. REMOVE SURFACE-APPLIED PROTECTION TAPE, IF ANY. E. APPLY PAINTS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. APPLY PAINTS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. F. APPLY PAINTS TO PRODUCE SURFACE FILMS WITHOUT CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSHMARKS, ROLLER TRACKING, RUNS, SAGS, APPLY PAINTS TO PRODUCE SURFACE FILMS WITHOUT CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSHMARKS, ROLLER TRACKING, RUNS, SAGS, ROPINESS, OR OTHER SURFACE IMPERFECTIONS. CUT IN SHARP LINES AND COLOR BREAKS. G. PAINT EXPOSED PANEL BOXES, CONDUITS, AND UNLINED DUCTS. PAINT EXPOSED PANEL BOXES, CONDUITS, AND UNLINED DUCTS. H. AFTER COMPLETING PAINT APPLICATION, CLEAN SPATTERED SURFACES. REMOVE SPATTERED PAINTS BY WASHING, SCRAPING, OR OTHER METHODA. AFTER COMPLETING PAINT APPLICATION, CLEAN SPATTERED SURFACES. REMOVE SPATTERED PAINTS BY WASHING, SCRAPING, OR OTHER METHODA. DO NOT SCRATCH OR DAMAGE ADJACENT FINISHED SURFACES. I. AT COMPLETION OF CONSTRUCT ACTIVITIES AND OTHER TRADES, TOUCH UP AND RESTORE DAMAGED OR DEFACED PAINTED SURFACES.

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File details come from the government source that posted it. Updated Mar 31, 2025.