W911SA23B2003 Attachment 3 P1891 B1796 Drawings Final.pdf

PDF 8 MB Posted Mar 13, 2023

Attached to: REPAIR HVAC TO ADDRESS HUMIDITY ISSUES B1796 FORT MCCOY, WISCONSIN
Solicitation number: W911SA23B2003
Issued by: Department of the Army Materiel Command Mission and Installation Contracting Command Fort McCoy

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Written by GovTribe AI · Dec 28, 2023

This solicitation is for building repair services at Fort McCoy in Wisconsin. The U.S. Army seeks a contractor to address humidity issues in Building 1796 by repairing HVAC systems. The work includes replacing equipment, adding new structures, and updating controls. The acquisition will be conducted as a small business set-aside using sealed bidding procedures. The projected value is between $500,000 and $1 million. The performance period is 320 days after notice to proceed. The pre-bid amendment and any future amendments will be posted for interested vendors without direct notification.

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Other files

File	Type	Posted
W911SA23B2003 Bid Abstract OF1419 signed.pdf	PDF	May 18, 2023
W911SA23B2003 Attachment 1 Wage Determination 040723.pdf	PDF	May 3, 2023
W911SA23B2003 AMENDMENT 5.pdf	PDF	May 3, 2023
W911SA23B2003 Attachment 4 P1891 B1796 Specifications Final R1 050223.pdf	PDF	May 3, 2023
W911SA23B2003 Amendment 4 SF30.pdf	PDF	Apr 19, 2023
W911SA23B2003 Amendment 3 SF30.pdf	PDF	Apr 12, 2023
W911SA23B2003 Attachment 1 Wage Determination 3-31-23.pdf	PDF	Apr 3, 2023
W911SA23B2003 Amendment 2 SF30.pdf	PDF	Apr 3, 2023
W911SA23B2003 sign in sheet.pdf	PDF	Mar 23, 2023
W911SA23B2003 SF30 Amendment 1 HVAC Bldg 1796.pdf	PDF	Mar 13, 2023
W911SA23B2003 SF1442 Solicitation HVAC Bldg 1796.pdf	PDF	Mar 13, 2023
W911SA23B2003 Attachment 4 P1891 B1796 Specs Final.pdf	PDF	Mar 13, 2023
W911SA23B2003 Attachment 1 Wage Determination.pdf	PDF	Mar 13, 2023
W911SA23B2003 Attachment 2 AT OPSEC.pdf	PDF	Mar 13, 2023

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Fort McCoy, Wisconsin

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BUILDING 1796 REPAIR

HVAC SYSTEMS

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GENERAL NOTES:

1. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL PERMITS, LICENSES,

CERTIFICATIONS, AND PROFESSIONAL SERVICES NEEDED TO PERFORM THE

WORK AT THE CONTRACTOR'S EXPENSE.

2. CONTRACTOR MUST PERFORM ALL WORK IN ACCORDANCE WITH THE MOST

RECENT EDITION OF EM 385-1-1 SAFETY AND HEALTH REQUIREMENTS MANUAL

(2014 EDITION).

3. CONTRACTOR SHALL OBTAIN SPECIFIC UTILITY REQUIREMENTS FOR EACH

UTILITY. EACH UTILITY MAY REQUIRE ADDITIONAL ADVANCE NOTIFICATION.

4. CONTRACTOR IS RESPONSIBLE TO OBTAIN UTILITY LOCATES PRIOR TO THE

START OF EXCAVATION OPERATIONS AND MAINTAIN UTILITY MARKINGS DURING

CONSTRUCTION.

5. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL EXISTING UTILITIES.

CONTRACTOR IS RESPONSIBLE TO VERIFY ALL CURRENT EXISTING SITE

CONDITIONS. GOVERNMENT INFORMATION, DATA AND DRAWINGS ARE FOR

REFERENCE ONLY, NOT FOR CONSTRUCTION, AND DO NOT CONTAIN ALL

EXISTING UTILITIES AND SITE CONDITIONS. CONTRACTOR MUST NOT RELY UPON

GOVERNMENT INFORMATION, DATA AND DRAWINGS AS A SUBSTITUTE FOR

CONTRACTOR FIELD VERIFICATION.

6. SCALES SHOWN APPLY ONLY WHEN DRAWINGS ARE PRINTED ON 22" X 34"

PAPER. SCALES ARE HALF SIZED WHEN PRINTED ON 11" X 17" PAPER.

7. ALL MATERIALS, LABOR, EQUIPMENT AND WORK MUST BE IN COMPLIANCE WITH

SPECIFICATIONS, STANDARDIZED CONSTRUCTION METHODS AND PRACTICES,

MANUFACTURER'S PUBLISHED INSTRUCTIONS AND RECOMMENDATIONS, AND

ALL FEDERAL, STATE, AND LOCAL LAWS, REGULATIONS, STATUES, AND CODES.

8. THE CONTRACTOR MUST PROVIDE WRITTEN NOTIFICATION TO COR WITHIN

THREE (3) CALENDAR DAYS OF DISCOVERING DISCREPANCIES BETWEEN

EXISTING SITE CONDITIONS, DRAWINGS, SPECIFICATIONS, AND CONTRACT

DOCUMENTS. THE CONTRACTOR MUST PROVIDE A WRITTEN REQUEST FOR

CLARIFICATION TO ADDRESS EACH DISCREPANCY.

9. THE GOVERNMENT IS NOT RESPONSIBLE FOR THE CONTRACTOR'S CONSTRUCTION

PRACTICES, MEANS AND METHODS. THE CONTRACTOR MUST PROVIDE A WRITTEN

REQUEST TO COR A MINIMUM OF SEVEN (7) CALENDAR DAYS PRIOR TO THE START OF

CONSTRUCTION ACTIVITIES FOR APPROVAL OF ANY DEVIATIONS FROM STANDARDIZED

CONSTRUCTION PRACTICES, MEANS AND METHODS WHETHER STATED OR IMPLIED ON

DRAWINGS AND IN SPECIFICATIONS.

10. MECHANICAL AND ELECTRICAL PLANS ARE DIAGRAMMATIC ONLY. CROSS-REFERENCE

ARCHITECTURAL DRAWINGS WITH STRUCTURAL, MECHANICAL, AND ELECTRICAL

DRAWINGS TO ASSURE COORDINATION OF LOCATIONS, SIZES, AND MATERIALS.

11. VERIFY LOCATION, SIZE AND WALL THICKNESS REQUIRED TO RECESS MECHANICAL AND

ELECTRICAL ITEMS AND MAINTAIN FIRE RATING REQUIREMENTS OF WALLS AT THE

FOLLOWING BUILT-INS: UNIT HEATERS, CONVECTORS, ELECTRICAL PANELS, FIRE

EXTINGUISHER CABINETS, DUCTS, PIPING, AND ALL OTHER RECESSES. MAINTAIN FIRE

RATING REQUIREMENTS OF WALLS AT PENETRATIONS.

12. WOOD USED AT ROOF AREAS AND ROOF EDGES SHALL COMPLY WITH SPECIFICATIONS

AND BE WEATHER-TREATED - UNO.

13. MAINTAIN BUILDING FIRE EXITS, ACCESS TO HYDRANTS, AND PATHWAYS TO DELIVERY

AREAS AND DUMPSTERS DURING CONSTRUCTION.

14. EQUIPMENT, MATERIALS, AND MANUFACTURERS LISTED IN THESE DRAWINGS MAY BE

SUBSTITUTED FOR GOVERNMENT APPROVED, TECHNICALLY EQUAL PRODUCTS IN

COMPLIANCE WITH SPECIFICATIONS AND FEDERAL PURCHASING REQUIREMENTS.

15. THE NEW PRE-MANUFACTURED EQUIPMENT SHELTER IS ALSO REFERRED TO AS A

MECHANICAL BUILDING ENCLOSURE AND MECHANICAL SHED.

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AutoCAD SHX Text KEYNOTES 1. EXISTING CHAIN LINK FENCE TO REMAIN. REMOVE AND EXISTING CHAIN LINK FENCE TO REMAIN. REMOVE AND RE-INSTALL AS REQUIRED FOR NEW CONSTRUCTION. 2. EXISTING CHAIN LINK GATE TO REMAIN. EXISTING CHAIN LINK GATE TO REMAIN. 3. NEW CHAIN LINK FENCING. NEW CHAIN LINK FENCING. 4. NEW CHAIN LINK GATE. NEW CHAIN LINK GATE. 5. NEW 5" THICK CONCRETE SLAB WITH 6X6 - W2.9 x W2.9 NEW 5" THICK CONCRETE SLAB WITH 6X6 - W2.9 x W2.9 WWF ON 6" COMPACTED AGGREGATE BASE. 6. NEW CHILLER ON NEW ISOLATED CONCRETE PAD - SEE NEW CHILLER ON NEW ISOLATED CONCRETE PAD - SEE MECHANICAL AND STRUCTURAL DRAWINGS. NEW CONCRETE SLAB TO BE 6" LOWER THAN EXISTING MECHANICAL PAD. 7. EXISTING CONCRETE SLAB / SIDEWALK. EXISTING CONCRETE SLAB / SIDEWALK. 8. EXISTING MECHANICAL BUILDING ENCLOSURE / SHED. EXISTING MECHANICAL BUILDING ENCLOSURE / SHED. 9. EXISTING CHILLER UNIT. EXISTING CHILLER UNIT. 10. NEW BACK UP GENERATOR ON ISOLATED SLAB - SEE NEW BACK UP GENERATOR ON ISOLATED SLAB - SEE ELECTRICAL AND STRUCTURAL DRAWINGS. NEW CONCRETE SLAB TO BE 8" LOWER THAN EXISTING MECHANICAL PAD. 11. EXISTING ELECTRICAL EQUIPMENT. EXISTING ELECTRICAL EQUIPMENT. 12. NEW PRE-MANUFACTURED EQUIPMENT SHELTER (MINIMUM NEW PRE-MANUFACTURED EQUIPMENT SHELTER (MINIMUM DIMENSIONS 12'x16'). SEE DETAIL 2 SHEET A1.2. SET ON ISOLATED CONCRETE PAD / FOUNDATION. SEE MECHANICAL AND STRUCTURAL DRAWINGS. NEW CONCRETE SLAB TO BE 6" LOWER THAN EXISTING MECHANICAL PAD. 13. NEW MECHANICAL UNIT ON NEW ISOLATED CONCRETE PAD NEW MECHANICAL UNIT ON NEW ISOLATED CONCRETE PAD - SEE MECHANICAL AND STRUCTURAL DRAWINGS. NEW CONCRETE SLAB TO BE 6" HIGHER THAN EXISTING WALK. 14. THICKEN CONCRETE EDGE AT INTERSECTION WITH ASPHALT. THICKEN CONCRETE EDGE AT INTERSECTION WITH ASPHALT. 12" DEEP X 8" WIDE. HOLD TOP OF CONCRETE FLUSH WITH TOP OF ASPHALT.

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NEW WEATHER TIGHT DUCT PENETRATION INTO HIP ROOF DORMER

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NEW AHU ON NEW CONCRETE PAD. SEE MECHANICAL DRAWINGS

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STANDING SEAM METAL ROOF TO MATCH EXISTING

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METAL PANEL SIDING AND TRIM TO MATCH ROOF

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CAP EXISTING GUTTERS WHERE REMOVED FOR NEW DORMER

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NEW WEATHER TIGHT DUCT PENETRATION INTO HIP ROOF DORMER

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METAL ROOFING OVER 5/8" PLYWOOD SHEATHING OVER WOOD TRUSSES

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OVERLAP METAL SIDING TO ALIGN WITH BOTTOM OF EXISTING TRIM BOARD

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EXISTING WALL AND CEILING STRUCTURE

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AS REQUIRED FOR NEW DUCT. SEE MECHANICAL DRAWINGS

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SEALANT AT PERIMETER

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METAL SIDING OVER WOOD SHEATHING AND WOOD FRAMING

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2X6 WOOD FRAMED DORMER. SEE STRUCTURAL DRAWINGS

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AutoCAD SHX Text KEYNOTES: 1. PROVIDE 12"Ø CONCRETE PIER AT EACH CORNER AND MIDPOINT PROVIDE 12"Ø CONCRETE PIER AT EACH CORNER AND MIDPOINT OF LONG EDGE, REINFORCE WITH (2) #5 REBAR VERTICALLY WITH 90° BEND TO THICKENED EDGE. 2. PROVIDE 12" WIDE x 12" DEEP THICKENED EDGE ON 4" PROVIDE 12" WIDE x 12" DEEP THICKENED EDGE ON 4" CARDBOARD VOID FORM. REINFORCE WITH (4) #5 CONTINUOUS REBAR, 2 AT TOP, AND 2 AT BOTTOM. 3. PROVIDE 8" CAST-IN-PLACE CONCRETE SLAB REINFORCED WITH PROVIDE 8" CAST-IN-PLACE CONCRETE SLAB REINFORCED WITH #5 REBAR AT 12" o.c., EACH WAY, IN TOP HALF OF SLAB. THICKEN AT EDGES. SEE DETAILS. 4. SITE PAVING - SEE SHEET A1.1. SITE PAVING - SEE SHEET A1.1. 5. WHERE DUCT PENETRATES EXISTING ROOF, PROVIDE 2x DORMER WHERE DUCT PENETRATES EXISTING ROOF, PROVIDE 2x DORMER FRAMING AND NEW HIPPED TRUSSES ABOVE DUCT. SEE WALL SECTION, ELEVATION AND DETAIL ON SHEET S2.1. COORDINATE LOCATION WITH ARCHITECTURAL AND MECHANICAL DRAWINGS, AND LOCATE DUCT TO PENETRATE ROOF BETWEEN TRUSS SPACING. G/C SHALL CONFIRM EXISTING TRUSS LOCATIONS PRIOR TO PLACEMENT OF NEW EQUIPMENT PAD TO ALLOW SLIGHT ADJUSTMENT OF EQUIPMENT OR REROUTING OF DUCT TO PENETRATE BETWEEN TRUSSES. SEE ARCHITECTURAL DETAILS. 6. PROVIDE 16"Ø CONCRETE PIER AT PERIMETER OF MODULAR PROVIDE 16"Ø CONCRETE PIER AT PERIMETER OF MODULAR BUILDING AT APPROX. 6' SPACING. REINFORCE EACH PIER WITH (4) #5 REBAR VERTICALLY WITH 90° BEND TO THICKENED EDGE. #3 TIE BARS AT 18" o.c. TO HOLD VERTICAL BARS IN PLACE. 7. PROVIDE 16" WIDE x 12" DEEP THICKENED EDGE ON 4" PROVIDE 16" WIDE x 12" DEEP THICKENED EDGE ON 4" CARDBOARD VOID FORM. REINFORCE WITH (4) #5 CONTINUOUS REBAR, 2 AT TOP, AND 2 AT BOTTOM. 8. PRIOR TO PLACEMENT, VERIFY AND COORDINATE FINAL EQUIPMENT PRIOR TO PLACEMENT, VERIFY AND COORDINATE FINAL EQUIPMENT PAD DIMENSIONS AND EQUIPMENT PAD LAYOUT WITH SITE PLAN, APPROVED MECHANICAL EQUIPMENT SELECTIONS AND SHOP DRAWINGS. FIELD VERIFY EQUIPMENT PAD LAYOUT.

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SECTION THROUGH SLAB

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SECTION THROUGH PIERS

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SECTION THROUGH SLAB

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SECTION THROUGH PIERS

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4" CONCRETE VOID FORM BELOW THICKENED EDGE - ENTIRE PERIMETER OF SLAB

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CONCRETE PIER (BEYOND)

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SLAB REINFORCING IN TOP HALF OF SLAB - SEE PLAN

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EXISTING CONCRETE SIDEWALK

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CONCRETE PAVING - SEE CIVIL

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(4) #5 CONTINUOUS REBAR, 2 AT TOP, 2 AT BOTTOM

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SLAB REINFORCING IN TOP HALF OF SLAB - SEE PLAN

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EXISTING CONCRETE SIDEWALK

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CONCRETE PAVING - SEE CIVIL

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12"Ø CONCRETE PIER - SEE PLAN FOR LOCATIONS

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PROVIDE 90° BEND TO THICKENED EDGE

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(2) #5 REBAR VERTICAL IN EACH PIER

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SLAB REINFORCING IN TOP HALF OF SLAB - SEE PLAN

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CONCRETE OR AGGREGATE PAVING - SEE CIVIL

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16"Ø CONCRETE PIER - SEE PLAN FOR LOCATIONS

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PROVIDE 90° BEND TO THICKENED EDGE

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(4) #5 REBAR VERTICAL IN EACH PIER

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EXISTING CONCRETE SIDEWALK

AutoCAD SHX Text MIN. 5/8" ANCHORS TO SLAB AT MAX.48" o.c. AND WITHIN 12" OF CORNERS AND OPENINGS - COORDINATE WITH MODULAR BUILDING DESIGN

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MODULAR BUILDING SYSTEM - SEE SPECIFICATION

AutoCAD SHX Text #3 TIE BARS AT 18" o.c. TO HOLD VERTICAL BARS IN PLACE

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4" CONCRETE VOID FORM BELOW THICKENED EDGE - ENTIRE PERIMETER OF SLAB

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CONCRETE PIER (BEYOND)

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(4) #5 CONTINUOUS REBAR, 2 AT TOP, 2 AT BOTTOM

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SLAB REINFORCING IN TOP HALF OF SLAB - SEE PLAN

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CONCRETE OR AGGREGATE PAVING - SEE CIVIL

AutoCAD SHX Text MIN. 5/8" ANCHORS TO SLAB AT MAX.48" o.c. AND WITHIN 12" OF CORNERS AND OPENINGS - COORDINATE WITH MODULAR BUILDING DESIGN

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MODULAR BUILDING SYSTEM - SEE SPECIFICATION

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EXISTING CONCRETE SIDEWALK

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EQUIPMENT FOUNDATION DETAILS

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PLATE

LINE

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Scale: 3/4" = 1'-0"

WALL SECTION AT NEW DORMER

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DETAIL AT NEW DORMER

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BUILDING ELEVATION AT NEW DORMER

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MECHANICAL DORMER STRUCTURAL DETAILS

AutoCAD SHX Text NEW WOOD HIP TRUSSES AT 2'-0" o.c.

AutoCAD SHX Text 2x8 LEDGER - FOLLOW ROOF SLOPE - SECURE TO EACH STUD WITH 1/4" x 6" LONG STRUCTURAL SCREWS

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REMOVE ROOF DECK AT DORMER

AutoCAD SHX Text 2x6 DORMER RETURN WALL - G/C FIELD VERIFY EXTENTS OF RETURN WALL WITH EXISTING CONSTRUCTION. EXTEND INTO BUILDING UNTIL NEW TRUSSES SIT ON EXISTING METAL DECK (VALLEY SET TRUSSES)

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NEW DUCTWORK - SEE MECHANICAL DRAWINGS

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EXISTING PRE-FAB BUILDING

AutoCAD SHX Text SECURE EACH RIB OF ROOF DECK TO 2x8 LEDGER WITH No. 12 SCREWS

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EXISTING PRE-FAB BUILDING

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(2) 2x6 PL EX.

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EXISTING LIGHT GAUGE TRUSSES - CUT EAVE OVERHANG AT NEW DORMER

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REMOVE ROOF DECK TO ALLOW NEW DUCT INSTALLATION

AutoCAD SHX Text NEW HIPPED WOOD TRUSSES AT 2'-0" o.c.

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(2) 2x6 HEADER OVER DUCT

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NEW DUCTWORK ROUTE BETWEEN TRUSSES

AutoCAD SHX Text ADD NEW (2) 2x6 AT DORMER RETURN WALL

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EXISTING PRE-FAB BUILDING WALL

AutoCAD SHX Text EXISTING LIGHT GAUGE TRUSSES AT 4'-0" o.c.

AutoCAD SHX Text REMOVE ROOFING AND METAL DECK AT NEW DORMER (HATCHED AREA) - G/C VERIFY EXTENTS WITH EXISTING CONSTRUCTION AND ADJUST DECK REMOVAL AND RETURN WALL AS NECESSARY TO FIT NEW DUCT. DIMENSIONS MAY VARY BASED ON EXISTING ROOF TRUSS HEEL HEIGHT AND ROOF SLOPE

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REMOVE EAVE O.H.

AutoCAD SHX Text 5/8" THICK PLYWOOD ROOF SHEATHING OVER NEW TRUSSES SECURE WITH 10d NAILS AT 6" o.c. AT PANEL EDGES, 12" o.c. IN FIELD

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HIP GIRDER

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HIP GIRDER

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GIRDER TRUSS

AutoCAD SHX Text VALLEY SET TRUSSES SET ON EXISTING METAL ROOF DECK - SECURE WITH METAL CLIPS AT 2'-0" o.c. - SIMPSON LS30 OR USP/MITEK MP3. NAILS TO TRUSS AND #12 SCREWS TO METAL DECK

AutoCAD SHX Text 2x8 LEDGER TO SUPPORT EXISTING ROOF DECK - EXTEND TO EXISTING EAVE OVERHANG (TRIM OUTSIDE EDGE AS NECESSARY TO FIT WITH SOFFIT)

AutoCAD SHX Text NEW END OF LOW ROOF EAVE - CAP END WITH 15/32" PLYWOOD SHEATHING ON 2x4 SOFFIT FRAMING BACK TO BUILDING

AutoCAD SHX Text 2x6 RETURN WALL

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(2) 1/4" x 6" LONGSTRUCTURAL SCREWS TO EACH EXISTING ROOF JOIST

AutoCAD SHX Text NEW 2x6 SILL PLATE - ANCHOR TO EXISTING 2x6 PLATES WITH (2) 1/4" x 6"LONG STRUCTURAL SCREWS AT 16" o.c.

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(2) 2x6 TOP PLATE AT TOP OF DORMER OUTSIDE WALL AND RETURN WALLS

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HURRICANE TIE AT EACH TRUSS - SIMPSON H2.5A, USP/MITEK RT7A OR EQUIVALENT

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(2) 1/4" x 6" LONGSTRUCTURAL SCREWS TO EACH EXISTING ROOF JOIST

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AutoCAD SHX Text S2.1

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RIDGE LINE

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3'-0" TOP OF EXISTING PRE-FAB BUILDING TO DORMER TRUSS BEARING

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EXISTING TRUSS TO REMAIN

AutoCAD SHX Text ADJUST DUCT AND DORMER LOCATION SLIGHTLY LEFT OR RIGHT TO FIT BETWEEN EXISTING ROOF TRUSSES WHILE CENTERING DUCT IN DORMER

AutoCAD SHX Text PRE-ENGINEERED WOOD TRUSS DESIGN LOADS: SLOPED ROOF SNOW LOAD: Ps = 34 PSF Ps = 34 PSF DEAD LOAD: Pd = 15 PSF Pd = 15 PSF WIND UPLIFT: 25 PSF 25 PSF

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15/32" APA SPAN RATED SHEATHING EACH WALL

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GENERAL NOTES

1. DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL

REQUIRED OFFSETS FOR COMPLETE INSTALLATIONS.

CONTRACTOR SHALL INSTALL MATERIALS AND EQUIPMENT

TO CONFORM TO EACH STRUCTURE AND EQUIPMENT

CONNECTIONS, AND SHALL MAINTAIN APPROPRIATE

CLEARANCES.

2. ALL LABOR, EQUIPMENT, MATERIALS, AND WORK SHALL

COMPLY WITH SPECIFICATIONS, AND ALL FEDERAL, STATE,

AND LOCAL LAWS, REGULATIONS, STATUES, CODES, AND

ORDINANCES.

3. CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER

TRADES PRIOR TO THE START OF EACH INSTALLATION.

4. PRIOR TO ORDERING EQUIPMENT AND MATERIALS,

CONTRACTOR MUST PERFORM SITE VISITS AND FIELD

VERIFY ALL CURRENT EXISTING SITE AND PROJECT

CONDITIONS INCLUDING BUT NOT LIMITED TO SPACE

CONDITIONS AND DIMENSIONS, CLEARANCES, AND FULL

EXTENT OF WORK. CONTRACTOR'S FAILURE TO VERIFY ALL

CURRENT EXISTING PROJECT AND SITE CONDITIONS WILL

NOT RELIEVE THE CONTRACTOR OF THE OBLIGATIONS OF

THE CONTRACT AND DEFICIENCIES MUST BE REPAIRED OR

REPLACED AT THE CONTRACTOR'S EXPENSE.

5. COORDINATE EXACT LOCATION OF CEILING DIFFUSERS AND

GRILLES WITH REFLECTED CEILING PLAN.

6. ALL BRANCH DUCTS SHALL MATCH DIFFUSER NECK SIZES

UNLESS OTHERWISE NOTED.

7. ALL CONTROL WIRING SHALL BE RUN IN CONDUIT. CONDUIT

MUST BE DESIGNED AND RATED FOR EACH INSTALLATION

LOCATION AND ENVIRONMENTAL CONDITIONS.

8. KEYNOTES PERTAIN ONLY TO THE DRAWING THEY ARE

LOCATED ON.

9. DUCT SIZES ARE CLEAR INSIDE DIMENSIONS.

10. ALL HOT WATER BRANCH LINES ARE 3/4" UNLESS NOTED

OTHERWISE.

11. MAINTAIN 10' MINIMUM DISTANCE FROM OUTSIDE AIR INTAKE

TO ANY EXHAUST OR PLUMBING VENTS.

12. FLEXIBLE DUCTWORK SHALL NOT EXCEED 5'-0" IN LENGTH.

13. ALL SUPPLY AND RETURN DUCTWORK IN UNINSULATED

ATTIC SPACE SHALL BE WRAPPED WITH 3" INSULATION PER

SPECIFICATIONS.

14. DURING CONSTRUCTION ACTIVITIES, KEEP EXISTING

DUCTWORK, COILS, DIFFUSERS, AND EQUIPMENT CLEAN

AND FREE OF DEBRIS. PROVIDE CLEANING OF NEW AND

EXISTING DUCTWORK, COILS, DIFFUSERS, AND EQUIPMENT

UPON COMPLETION OF WORK AND PRIOR TO THE START OF

DALT AND TAB WORK.

15. REMOVAL AND REINSTALLATION OF EXISTING CEILING IS

REQUIRED. REPLACE ALL DAMAGED CEILING WITH NEW,

EQUAL TO EXISTING.

NEW SUPPLY DIFFUSER

NEW RETURN/TRANSFER GRILLE

WALL SWITCH

AIR FLOW INDICATOR

STATIC PRESSURE CONTROLLER

DOOR UNDER CUT

FIRE DAMPER

COMBINATION FIRE/SMOKE DAMPER

BALANCING DAMPER

NEW EXHAUST GRILLE

SMOKE DAMPER

TRANSFER/DOOR GRILLE

CO2 SENSOR

CONTROL WIRE

BACK DRAFT DAMPER

S-*

R-*/T-*

E-*

DAMPER WITH SEQUENCING NUMBER

POINT OF CONNECTION

HVAC EQUIPMENT TAG

ELECTRICALLY POWERED

HVAC EQUIPMENT TAG

NOT ELECTRICALLY POWERED

DUCT OFFSET

TEMPERATURE /CO2 SENSOR

PRESSURE DIFFERENTIAL SENSOR

HUMIDITY SENSOR

HUMIDISTAT

THERMOSTAT /CO2 SENSOR

EQUIPMENT

FLOOR

TAG

NEW HVAC EQUIPMENT

NEW DUCTWORK

EXISTING MECHANICAL COMPONENT

ELBOW WITH TURNING VANES

SUPPLY AIR DUCT UP

SUPPLY AIR DUCT DOWN

FLEX DUCT

MOTORIZED DAMPER

DEMOLISHED MECHANICAL COMPONENT

RETURN AIR DUCT UP

RETURN AIR DUCT DOWN

OUTSIDE AIR DUCT UP

OUTSIDE AIR DUCT DOWN

EXHAUST AIR DUCT UP

EXHAUST AIR DUCT DOWN

MECHANICAL EQUIPMENT SERVICE AREA

HVAC LEGEND

KEY NOTEM##

FSD

XX-1

RTU

X-X

VAV

X-X

CFM

XX"xXX"A1

TYP. #TAG

NECK

SIZE

DIFFUSER/GRILLE TAG

TEMPERATURE SENSOR

THERMOSTATT

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MECHANICAL SHEET INDEX

NUMBER SHEET NAME

M0.1 NOTES, LEGENDS, AND ABBREVIATIONS

M1.0 MECHANICAL SITE DEMOLITION PLAN

M2.0 MECHANICAL SITE NEW WORK PLAN

M2.1 MECHANICAL PIPING UNDERFLOOR PLAN

M2.2 MECHANICAL FLOOR PLAN

M2.3 MECHANICAL ATTIC PLAN

M5.0 MECHANICAL DETAILS

M5.1 MECHANICAL DETAILS

M6.0 MECHANICAL SCHEDULES

M6.1 MECHANICAL SCHEDULES

M7.0 MECHANICAL CONTROLS

M7.1 MECHANICAL CONTROLS

CONTROL NARRATIVE

1. COOLING PLANT: SYSTEM CONSISTS OF TWO AIR COOLED CHILLERS

(ONE NEW AND ONE EXISTING) AND TWO PRIMARY PUMPS. CHILLERS

ARE FULLY REDUNDANT AND HAVE AUTOMATIC ISOLATION CONTROL

VALVES. CHILLERS HAVE INTERNAL CONTROL. SYSTEM PUMPS ARE

FULLY REDUNDANT, HAVE VFD'S AND ARE CONTROLLED BY THE

PRESSURE DIFFERENTIAL CONTROLLER. BAS TO START/STOP AND

MONITOR STATUS OF CHILLERS AND SET DISCHARGE WATER

TEMPERATURE. CHILLERS TO ALTERNATE BASED ON RUN - HOURS.

WHEN CHILLER IS OFF, CONTROL VALVE SHALL BE CLOSED. PUMPS TO

ALTERNATE BASED ON RUN - HOURS. PROVIDE GLYCOL SYSTEM

MONITORING INCLUDING GLYCOL LEVEL AND SYSTEM PRESSURE.

2. HEATING PLANT: SYSTEM CONSISTS OF TWO NEW CONDENSING

BOILERS, PRIMARY PUMPS, AND BOILER PUMPS. BOILERS HAVE

INTERNAL CONTROL TO MODULATE TO MAINTAIN RESET DISCHARGE

WATER TEMPERATURE. BOILERS ASSEMBLED IN FULLY DE-COUPLED

PIPING ARRANGEMENT. BOILERS ARE SET-UP IN “LEAD” - “LAG”

ARRANGEMENT WITH ALTERNATION BASED ON RUN-HRS. BAS SYSTEM

TO SET AND MONITOR SYSTEM DISCHARGE WATER TEMPERATURE,

SYSTEM RETURN WATER TEMPERATURE AND BOILERS' STATUS.

BOILER PUMPS ARE CONTROLLED BY THE BOILERS. SYSTEM PUMPS

TO ALTERNATE BASED ON RUN - HOURS. BAS TO MONITOR PUMPS'

STATUS. PROVIDE GLYCOL SYSTEM MONITORING INCLUDING GLYCOL

LEVEL AND SYSTEM PRESSURE.

3. TERMINAL HEATING/COOLING UNITS: SYSTEM CONSISTS OF EXISTING

FAN-COIL UNITS WITH THREE WAY CONTROL VALVES AND CABINET

AND UNIT HEATERS WITH TWO WAY CONTROL VALVES. REPLACE

EXISTING LOCAL CONTROL OF FAN-COIL UNITS AND CABINET UNIT

HEATERS WITH BAS SYSTEM CONTROL INCLUDING REPLACEMENT OF

THERMOSTATS WITH TEMPERATURE SENSORS AND UPGRADE OF UNIT

CONTROLLERS.

4. CRAWL SPACE UNIT HEATERS: SYSTEM CONSISTS OF TWO EXISTING

HEATERS AND TWO NEW UNIT HEATERS. BAS TO SET AND MAINTAIN

CRAWL SPACE TEMPERATURE (RESET BASED ON OUTSIDE AIR

CONDITIONS). OCCUPIED TEMPERATURE SETPOINT OF 70 DEG F.

UNOCCUPIED TEMPERATURE SETPOINT OF 50 DEG F. SYSTEM TO BE

DISABLED DURING UNOCCUPIED MODE OR WHEN OUTSIDE AIR

TEMPERATURE IS ABOVE 65 DEG F (ADJ).

5. VENTILATION SYSTEM: SYSTEM CONSISTS OF MAU WITH INTEGRAL

CONTROL. BAS TO START/STOP MAU ON OCCUPANCY SCHEDULE, SET

MAU DISCHARGE AIR TEMPERATURE, AND MONITOR SPACE HUMIDITY.

DURING COOLING SEASON, MAU TO OPERATE TO MAINTAIN

DISCHARGE AIR TEMPERATURE SET BY STAGING COMPRESSORS. ON

DEMAND FOR DE-HUMIDIFICATION, UNIT TO ACTIVATE COOLING TO

100% AND CONTROL DISCHARGE AIR TEMPERATURE ACTIVATING HOT

GAS REHEAT SYSTEM. DURING HEATING SEASON, UNIT TO MODULATE

HOT WATER CONTROL VALVE TO MAINTAIN RESET DISCHARGE AIR

TEMPERATURE. MAU TO OPERATE DURING OCCUPIED MODE OR

DURING SPACE DEHUMIDIFICATION MODE.

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ABBREVIATIONS

AFF ABOVE FINISHED FLOOR

AP ACCESS PANEL

BAS BUILDING AUTOMATION SYSTEM

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

CA COMBUSTION AIR

COND CONDENSATE DRAIN

CHWR CHILLED WATER RETURN

CHWS CHILLED WATER SUPPLY

CR LOW PRESSURE STEAM CONDENSATE

RETURN

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

DE DISHWASHER EXHAUST

DN DOWN

EA EXHAUST AIR

GSHXR GROUND SOURCE HEAT EXCHANGER

RETURN

GSHXS GROUND SOURCE HEAT EXCHANGER

SUPPLY

H HUMIDITY SENSOR/HUMIDISTAT

HPS HIGH PRESSURE STEAM

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

KE KITCHEN EXHAUST

LPS LOW PRESSURE STEAM

MAU MAKE-UP AIR UNIT

MPS MEDIUM PRESSURE STEAM

NC NORMALLY CLOSED

NG NATURAL GAS

NO NORMALLY OPEN

OA OUTSIDE AIR

RA RETURN AIR

RCOVR ENERGY RECOVERY RETURN

RCOVS ENERGY RECOVERY SUPPLY

RELF RELIEF AIR

RL REFRIGERATION LIQUID

RS REFRIGERATION SUCTION

SA SUPPLY AIR

SOLR SOLAR THERMAL RETURN

SOLR SOLAR THERMAL SUPPLY

T TEMPERATURE SENSOR/THERMOSTAT

TA TRANSFER AIR

VFD VARIABLE FREQUENCY DRIVE

X EXISTING

CONTROLS LEGEND

I/O POINT

PRESSURE DIFFERENTIAL SENSOR

CO2 MONITOR

FLOW SWITCH

TEMPERATURE SENSOR, POINT SETTING

THERMOSTAT

VARIABLE FREQUENCY DRIVE CONTROL

BOX

AIRFLOW DISCHARGE

AIRFLOW INTAKE

AIRFLOW METER

CONTROL BOX

DUCT MOUNTED TEMPERATURE SENSOR

DUCT MOUNTED HUMIDITY SENSOR

PUMP

MOTOR OPERATED DAMPER

FAN

FILTER

COIL

CONTROL VALVE, FLOW

CONTROL VALVE, 3-WAY

CO2

VFD

BALL VALVE

BUTTERFLY VALVE

GATE VALVE

CHECK VALVE

CIRCUIT SETTER

HOSEBIBB/DRAIN VALVE

2-WAY ELECTRONIC CONTROL VALVE

3-WAY ELECTRONIC CONTROL VALVE

NEW SUPPLY PIPING (ALL SYSTEM TYPES)

DEMOLISHED PIPING (ALL SYSTEM TYPES)

NEW RETURN PIPING PIPING (ALL SYSTEM

TYPES)

EXISTING SUPPLY PIPING (ALL SYSTEM

TYPES)

EXISTING RETURN PIPING PIPING (ALL

SYSTEM TYPES)

PIPING LEGEND

PLUG VALVE

PRESSURE REGULATING VALVE

OS&Y VALVE

TRIPLE DUTY VALVE

PRESSURE & TEMPERATURE RELIEF

VALVE

STRAINER

AIR VENT

PUMP

TEMPERATURE GAUGE

P-T PLUG

PIPE BREAK

PRESSURE GAUGE

FLOW GAUGE

TEMPERATURE SENSOR

PRESSURE SENSOR

FLOW SENSOR

UNION

REDUCER

FLEX PIPE

PIPE CAPPED END

PIPE ELBOW/TEE UP

PIPE ELBOW/TEE DOWN

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NOTES, LEGENDS, AND ABBREVIATIONS

o u t h t r e e t

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Scale: 1/8" = 1'-0"

MECHANICAL SITE DEMOLITION PLAN

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P r o j e c t

N u m b e r

P l o t d a t e

M A

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M O

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AutoCAD SHX Text

X-CH-1

AutoCAD SHX Text

EXISTING GAS METER

AutoCAD SHX Text

X-3" CWS/R UNDERGROUND

AutoCAD SHX Text

X-3" HWS/R UNDERGROUND

AutoCAD SHX Text

EXISTING MECHANICAL SHED

AutoCAD SHX Text

X-3" CWS/R

AutoCAD SHX Text

X-3" CWS/R

AutoCAD SHX Text

EXISTING DRIVEWAY

AutoCAD SHX Text

EXISTING FENCED ENCLOSURE

AutoCAD SHX Text

EXISTING TRASH ENCLOSURE

AutoCAD SHX Text

EXISTING EXHAUST FAN, LOUVER, AND UNIT HEATER TO REMAIN

AutoCAD SHX Text

EXISTING BUILDING 1796

AutoCAD SHX Text

EXISTING ELECTRIC TRANSFORMER

AutoCAD SHX Text

EXISTING ELECTRIC ENCLOSURE AND METER

AutoCAD SHX Text

MECHANICAL SITE DEMOLITION PLAN

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

KEY NOTES

AutoCAD SHX Text M1

AutoCAD SHX Text DISCONNECT AND REMOVE EXISTING CHILLED AND HEATING WATER PUMPS AND EXISTING BOILER IN EXISTING MECHANICAL SHED. PATCH AND SEAL UNUSED PENETRATIONS WEATHERTIGHT. PROVIDE REMOVAL AND DISPOSAL OF PUMPS, EQUIPMENT, PIPING, AND MATERIALS AS INDICATED AND IN COMPLIANCE WITH SPECIFICATIONS (TYPICAL).

AutoCAD SHX Text M2

COORDINATE LOCATION OF EXISTING GAS SERVICE WITH NEW STRUCTURE FOUNDATION AND GENERATOR PAD DURING NATURAL GAS UTILITY UPGRADE. REROUTE AS NECESSARY.

M2.0

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Scale: 1":250'-0"

MECHANICAL SITE NEW WORK PLAN

F O

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SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

P l o t d a t e

M A

R K

M O

E Q

U E

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C R

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AutoCAD SHX Text

X-CH-1

AutoCAD SHX Text M5.1

AutoCAD SHX Text

CH-2

AutoCAD SHX Text

GENERATOR

AutoCAD SHX Text

NEW MECHANICAL ENCLOSURE BUILDING

AutoCAD SHX Text

X-3" CWS/R UNDERGROUND

AutoCAD SHX Text

X-3" HWS/R UNDERGROUND

AutoCAD SHX Text

EXISTING MECHANICAL SHED

AutoCAD SHX Text

X-3" CWS/R

AutoCAD SHX Text

INSTALL NEW AUTOMATIC SHUT-OFF VALVE (TYP)

AutoCAD SHX Text

3" CWS/R UNDERGROUND

AutoCAD SHX Text

2" NG UNDERGROUND

AutoCAD SHX Text

2" NG UNDERGROUND

AutoCAD SHX Text

3" HWS/R UNDERGROUND

AutoCAD SHX Text

2" HWS/R UNDERGROUND

AutoCAD SHX Text

NEW FENCING (SEE ARCHITECTURAL PLANS)

AutoCAD SHX Text

EXISTING DRIVEWAY

AutoCAD SHX Text

EXISTING FENCED ENCLOSURE

AutoCAD SHX Text

EXISTING TRASH ENCLOSURE

AutoCAD SHX Text

MAU-1

AutoCAD SHX Text

CONNECT TO EXISTING DUCTWORK IN ATTIC SPACE

AutoCAD SHX Text

NEW CONCRETE EQUIPMENT PAD

AutoCAD SHX Text M5.1

AutoCAD SHX Text

AutoCAD SHX Text 26X16

AutoCAD SHX Text

EXISTING ELECTRIC ENCLOSURE AND METER

AutoCAD SHX Text

EXISTING ELECTRIC TRANSFORMER

AutoCAD SHX Text

MECHANICAL SITE NEW WORK PLAN

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

KEY NOTES

AutoCAD SHX Text M1

AutoCAD SHX Text UPGRADE NATURAL GAS METER AND UPDATE DISCHARGE MANIFOLD AS NECESSARY. NEW DEMAND 2750 SCFH @ 8 IN W.C. COORDINATE WITH LOCAL UTILITY.

AutoCAD SHX Text M2

AutoCAD SHX Text COORDINATE LOCATION OF NATURAL GAS SERVICE AND ROUTING OF PIPING WITH NEW STRUCTURE FOUNDATION AND GENERATOR PAD DURING NATURAL GAS UTILITY UPGRADE.

AutoCAD SHX Text M3

SUPPLY DUCTWORK EXTERIOR TO BUILDING SHALL HAVE A ALUMINUM JACKET CLADDING SURROUNDING THE INSULATION.

M2.1

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K J T

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Scale: 1/8":1'-0"

MECHANICAL PIPING UNDERFLOOR PLAN

F O

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D I R

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T O

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SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

P l o t d a t e

M A

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M O

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C R

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FORT MCCOY, WI

SHEET of

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P A

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T E

M S

M2M2 M2

AutoCAD SHX Text

2-1/2" X-HWS

AutoCAD SHX Text

4" X-CWR

AutoCAD SHX Text

2-1/2" X-HWR

AutoCAD SHX Text

4" X-CWR

AutoCAD SHX Text

2-1/2" X-HWS

AutoCAD SHX Text

2-1/2" X-HWR

AutoCAD SHX Text

4" X-CWR

AutoCAD SHX Text

4" X-CWR

AutoCAD SHX Text

2-1/2" X-HWR

AutoCAD SHX Text

4" X-CWR

AutoCAD SHX Text

2-1/2" X-HWS

AutoCAD SHX Text

4" X-CWR

AutoCAD SHX Text

UH-2

AutoCAD SHX Text

UH-1

AutoCAD SHX Text

1" CWS/R UP

AutoCAD SHX Text

3/4" HWS/R UP

AutoCAD SHX Text

1" CWS/R UP

AutoCAD SHX Text

3/4" HWS/R UP

AutoCAD SHX Text

1" CWS/R UP

AutoCAD SHX Text

3/4" HWS/R UP

AutoCAD SHX Text

1" CWS/R UP

AutoCAD SHX Text

3/4" HWS/R UP

AutoCAD SHX Text

1" CWS/R UP

AutoCAD SHX Text

3/4" HWS/R UP

AutoCAD SHX Text

1" CWS/R UP

AutoCAD SHX Text

3/4" HWS/R UP

AutoCAD SHX Text

1" CWS/R UP

AutoCAD SHX Text

3/4" HWS/R UP

AutoCAD SHX Text

1-1/4" CWS/R UP

AutoCAD SHX Text

1" HWS/R UP

AutoCAD SHX Text

1" CWS/R UP

AutoCAD SHX Text

3/4" HWS/R UP

AutoCAD SHX Text

1" CWS/R UP

AutoCAD SHX Text

3/4" HWS/R UP

AutoCAD SHX Text

1" CWS/R UP

AutoCAD SHX Text

3/4" HWS/R UP

AutoCAD SHX Text

1" CWS/R UP

AutoCAD SHX Text

3/4" HWS/R UP

AutoCAD SHX Text

1" CWS/R UP

AutoCAD SHX Text

1" HWS/R UP

AutoCAD SHX Text

3/4" HWS/R UP

AutoCAD SHX Text

3/4" HWS/R

AutoCAD SHX Text

3/4" HWS/R

AutoCAD SHX Text

3/4" HWS/R

AutoCAD SHX Text

UH-5

AutoCAD SHX Text

UH-6

AutoCAD SHX Text

MECHANICAL PIPING UNDERFLOOR PLAN

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

KEY NOTES

AutoCAD SHX Text M1

AutoCAD SHX Text ADD NEW THERMOSTAT FOR EXISTING UNIT HEATER. UNIT HEATER TO MAINTAIN 70 DEG (ADJ) DURING OCCUPIED PERIODS. DURING UNOCCUPIED PERIODS, UNIT HEATER TO MAINTAIN 50 DEG (ADJ).

AutoCAD SHX Text M2

AutoCAD SHX Text PERFORM PRE-CONSTRUCTION TEST AND BALANCE OF HYDRONIC SYSTEMS IN COMPLIANCE WITH THE SPECIFICATIONS FOR COMPARISON TO SEPARATE POST-CONSTRUCTION TEST AND BALANCE (TYPICAL).

AutoCAD SHX Text M3

ADD NEW THERMOSTAT FOR NEW UNIT HEATER. REPLACE EXISTING UNIT HEATER. NEW UNIT HEATER TO MAINTAIN 70 DEG (ADJ) DURING OCCUPIED PERIODS. DURING UNOCCUPIED PERIODS, UNIT HEATER TO MAINTAIN 50 DEG (ADJ).

T T T T T

T T

TTT T

T H

M2.2

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Scale: 1/8":1'-0"

MECHANICAL FLOOR PLAN

F O

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SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

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M O

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C O

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M1 M1

M1 M1 M1

M1M1

M3M3M3

M3 M3 M3 M3

AutoCAD SHX Text 20X16

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text

RAG-1

AutoCAD SHX Text

EG-1

AutoCAD SHX Text 8"

AutoCAD SHX Text 18X16

AutoCAD SHX Text

FCU-9

AutoCAD SHX Text

FCU-7

AutoCAD SHX Text 12"

AutoCAD SHX Text 14"

AutoCAD SHX Text 10"

AutoCAD SHX Text

EG-1

AutoCAD SHX Text

EG-1

AutoCAD SHX Text 18X16

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 14"

AutoCAD SHX Text 12"

AutoCAD SHX Text

FCU-6

AutoCAD SHX Text

FCU-5

AutoCAD SHX Text 18X16

AutoCAD SHX Text 12"

AutoCAD SHX Text 14"

AutoCAD SHX Text 10"

AutoCAD SHX Text

FCU-2

AutoCAD SHX Text 16X16

AutoCAD SHX Text 14"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text

FCU-15

AutoCAD SHX Text 14X12

AutoCAD SHX Text 14"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 14X10

AutoCAD SHX Text

FCU-1

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 16X16

AutoCAD SHX Text

FCU-4

AutoCAD SHX Text 10"

AutoCAD SHX Text 14"

AutoCAD SHX Text 10"

AutoCAD SHX Text

FCU-3

AutoCAD SHX Text 16X16

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text

FCU-8

AutoCAD SHX Text

FCU-14

AutoCAD SHX Text

FCU-13

AutoCAD SHX Text 10"

AutoCAD SHX Text 16X16

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 14X12

AutoCAD SHX Text 14X10

AutoCAD SHX Text 14"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 14"

AutoCAD SHX Text 14X12

AutoCAD SHX Text 14X10

AutoCAD SHX Text 10"

AutoCAD SHX Text 16X16

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text

FCU-12

AutoCAD SHX Text 12"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 8"

AutoCAD SHX Text

FCU-11

AutoCAD SHX Text 14X12

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text

FCU-10

AutoCAD SHX Text 8"

AutoCAD SHX Text 14X12

AutoCAD SHX Text 10"

AutoCAD SHX Text 8"

AutoCAD SHX Text 14"

AutoCAD SHX Text 14X14

AutoCAD SHX Text

RAG-1

AutoCAD SHX Text

RAG-1

AutoCAD SHX Text

RAG-1

AutoCAD SHX Text

RAG-1

AutoCAD SHX Text

RAG-1

AutoCAD SHX Text

RAG-1

AutoCAD SHX Text

RAG-1

AutoCAD SHX Text

RAG-1

AutoCAD SHX Text

RAG-1

AutoCAD SHX Text

RAG-1

AutoCAD SHX Text

EF-1

AutoCAD SHX Text

EF-2

AutoCAD SHX Text

PROVIDE NEW HUMIDITY SENSOR FOR CONTROL OF MAU-1. (TYP 4)MAU-1. (TYP 4). (TYP 4)

AutoCAD SHX Text

MECHANICAL 115

AutoCAD SHX Text

KITCHEN 140

AutoCAD SHX Text

ENTRY MAIN 101

AutoCAD SHX Text

DIRECTOR OFFICE 103

AutoCAD SHX Text

OPEN OFFICE 108

AutoCAD SHX Text

COMM 136

AutoCAD SHX Text

ELECTRICAL ROOM 134A

AutoCAD SHX Text

OUTDOOR STORAGE 134

AutoCAD SHX Text

INFANT/PRETOD/TODDLER 132

AutoCAD SHX Text

INFANT/PRETOD/TODDLER 130

AutoCAD SHX Text

INFANT/PRETOD/TODDLER 128

AutoCAD SHX Text

INFANT/PRETOD/TODDLER 127

AutoCAD SHX Text

CORRIDOR 109

AutoCAD SHX Text

STAFF TOILET 125

AutoCAD SHX Text

STAFF TOILET 125A

AutoCAD SHX Text

CLOSET 123

AutoCAD SHX Text

CLOSET 124

AutoCAD SHX Text

OUTDOOR STORAGE 122

AutoCAD SHX Text

ACTIVITY ROOM 114

AutoCAD SHX Text

PRESCHOOL/PRE-K/KINDERGARTEN 121

AutoCAD SHX Text

PRESCHOOL/PRE-K/KINDERGARTEN 120

AutoCAD SHX Text

PRESCHOOL/PRE-K/KINDERGARTEN 118

AutoCAD SHX Text

PRESCHOOL/PRE-K/KINDERGARTEN 116

AutoCAD SHX Text

LAUNDRY 112

AutoCAD SHX Text

PROVIDE NEW ANTI-TERRORISM ALARM PULL STATION

AutoCAD SHX Text

MECHANICAL FLOOR PLAN

AutoCAD SHX Text H

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text R

AutoCAD SHX Text H

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text F

AutoCAD SHX Text E

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text

KEY NOTES

AutoCAD SHX Text M1

AutoCAD SHX Text UPON ACTIVATION OF ANTI-TERRORISM ALARM, ALL EXHAUST, RELIEF, AND OUTSIDE AIR DAMPERS SHALL CLOSE AND EQUIPMENT SHALL BE DE-ENERGIZED.

AutoCAD SHX Text M2

AutoCAD SHX Text UPON ACTIVATION OF ANTI-TERRORISM ALARM, KITCHEN MAKE-UP AIR AND EXHAUST SYSTEMS SHALL CONTINUE NORMAL FUNCTION.

AutoCAD SHX Text M3

AutoCAD SHX Text PERFORM PRE-CONSTRUCTION TEST AND BALANCE OF ALL AIR SYSTEMS IN COMPLIANCE WITH SPECIFICATIONS FOR COMPARISON TO SEPARATE POST-CONSTRUCTION TEST AND BALANCE.

AutoCAD SHX Text M4

AutoCAD SHX Text REPLACE EXISTING CONTROLS OF ALL FAN COIL UNITS, EXHAUST FANS, AND CONNECTED SUPPLEMENTAL EQUIPMENT WITH NEW DDC CONTROL EQUIPMENT (TYPICAL FOR ALL).

AutoCAD SHX Text M5

NEW BAS CONTROL PANEL. FIELD VERIFY EXACT LOCATION WITH EXISTING EQUIPMENT.

M2.3

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Scale: 1/8":1'-0"

MECHANICAL ATTIC PLAN

F O

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D I R

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T O

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U B

K S

SHEET

NUMBER:

D w n b y

D e s i g n e d b y

R e v i e w e d b y

D a t e

S u b m i t t e d b y

W o r k

O r d e r

N o

P r o j e c t

N u m b e r

P l o t d a t e

M A

R K

M O

E Q

U E

E S

C R

I P

T I O

N M

T E

DPW

FORT MCCOY, WI

SHEET of

D P

R e v

F O

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C O

N S

I N

B U

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D I N

R E

P A

Y S

T E

M S

M2 M2

M4M4

M1 M1

AutoCAD SHX Text 14"

AutoCAD SHX Text 16"

AutoCAD SHX Text 12"

AutoCAD SHX Text 8"

AutoCAD SHX Text 18X18

AutoCAD SHX Text 12"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 16"

AutoCAD SHX Text 14"

AutoCAD SHX Text 12"

AutoCAD SHX Text…

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File details come from the government source that posted it. Updated Mar 13, 2023.