W911SA22B2006 Attachment 3 Boiler Drawings Final 04042022.pdf

PDF 8 MB Posted Apr 5, 2022

Attached to: Bldg 200 Repair by Replacement Boiler and Controls and Repair Air Compressor Exhaust
Solicitation number: W911SA22B2006
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 seeks proposals for the repair and replacement of boilers, controls, and an air compressor exhaust system at Building 200 at Fort McCoy, Wisconsin. The Army Materiel Command Mission and Installation Contracting Command at Fort McCoy will award a fixed-price contract utilizing sealed bidding procedures in accordance with FAR Part 14. Proposals are due by 2PM CST on April 12, 2022, with award expected by May 2022. The scope of work includes replacing four condensing boilers, associated controls and piping, and repairing the air compressor exhaust system. A site visit is scheduled for March 9, 2022 at 10AM CST at Building 1108 on base to review the work locations and requirements.

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Other files

File	Type	Posted
W911SA22B2006 Bid Abstract Continuation Page OF1419A.pdf	PDF	Apr 14, 2022
W911SA22B2006 Bid Abstract OF1419.pdf	PDF	Apr 14, 2022
W911SA22B2006 Amendment 2.docx	DOCX document	Apr 5, 2022
W911SA22B2006 Attachment 2 Boiler Specifications Final 04042022.pdf	PDF	Apr 5, 2022
W911SA22B2006 Attachment 7 Wage Determination 03182022.docx	DOCX document	Apr 5, 2022
W911SA-22-B-2006 Sol Amendment 1.docx	DOCX document	Mar 25, 2022
W911SA22B2006 Completed Sign In sheet.pdf	PDF	Mar 9, 2022
W911SA22B2006 Attachment 6 Exhaust Drawings.pdf	PDF	Mar 2, 2022
W911SA22B2006 Attachment 8 SF 24 SAMPLE.pdf	PDF	Mar 2, 2022
W911SA22B2006 Attachment 4 Exhaust AT OPSEC.pdf	PDF	Mar 2, 2022
W911SA22B2006 Attachment 5 Exhaust Specifications.pdf	PDF	Mar 2, 2022
W911SA22B2006 Attachment 1 Boiler AT OPSEC.pdf	PDF	Mar 2, 2022
W911SA22B2006 Attachment 3 Boiler Drawings.pdf	PDF	Mar 2, 2022
W911SA-22-B-2006 Solicitation.pdf	PDF	Mar 2, 2022
W911SA22B2006 Attachment 2 Boiler Specifications.pdf	PDF	Mar 2, 2022
W911SA22B2006 Attachment 7 Wage Determination 02252022.docx	DOCX document	Mar 2, 2022

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Fort McCoy, Wisconsin

BUILDING 200 BOILER

REPLACEMENT

GENERAL NOTES:

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

CERTIFICATIONS NEEDED TO PERFORM THE WORK AT THE CONTRACTOR'S

EXPENSE.

2. ALL EQUIPMENT INSTALLATIONS MUST BE IN ACCORDANCE WITH THE

MANUFACTURER'S PUBLISHED DATA AND RECOMMENDATIONS.

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

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

(2014 EDITION)

4. CONTRACTOR SHALL OBTAIN SPECIFIC UTILITY REQUIREMENTS FOR EACH

UTILITY. EACH UTILITY MAY REQUIRE ADDITIONAL ADVANCE NOTIFICATION.

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

START OF EXCAVATION OPERATIONS AND MAINTAIN UTILITY MARKINGS DURING

CONSTRUCTION.

6. CONTRACTOR IS RESPONSIBLE TO VERIFY ALL EXISTING UTILITIES.

CONTRACTOR IS RESPONSIBLE TO VERIFY ALL 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 REPLY UPON GOVERNMENT

INFORMATION, DATA AND DRAWINGS AS SUBSTITUTE FOR CONTRACTOR

VERIFICATION.

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

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

8. ALL MATERIALS, LABOR, EQUIPMENT AND WORK MUST BE IN ACCORDANCE WITH

SPECIFICATIONS, STANDARDIZED CONSTRUCTION METHODS AND PRACTICES,

MANUFACTURER'S PUBLISHED DATA AND RECOMMENDATIONS, AND ALL

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

9. THE CONTRACTOR MUST PROVIDE WRITTEN NOTIFICATION TO COR WITHIN

THREE 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.

10. 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 CALENDAR DAYS PRIOR TO THE START OF

CONSTRUCTION FOR APPROVAL OF ANY DEVIATIONS FROM STANDARDIZED

CONSTRUCTION PRACTICES, MEANS AND METHODS WHETHER STATED OR IMPLIED ON

DRAWINGS AND IN SPECIFICATIONS.

11. 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.

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

ELECTRICAL ITEMS AND MAINTAIN FIRE RATING REQUIREMENTS OF THE WALL AT THESE

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

CABINETS, DUCTS, PIPING, AND ALL OTHER RECESSES.

13. WOOD USED AT ROOF AREAS AND ROOF EDGES SHALL BE WEATHER-TREATED - UNO.

14. MAINTAIN BUILDING FIRE EXITS DURING CONSTRUCTION.

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

SUBSTITUTED FOR EQUAL PRODUCTS IN COMPLIANCE WITH SPECIFICATIONS AND

FEDERAL PURCHASING REQUIREMENTS.

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MECHANICAL PLAN AREAS 15-16-17-18-19

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ROOF PLAN - DEMOLITION

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TREATED WD. BLOCK BOLTED TO MTL. DECK W/ " DIA. BOLTS " DIA. BOLTS12" DIA. BOLTS

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NEW STEEL ANGLE FRAMING OPENING

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NEW DOUBLE WALL TYPE 430 STAINLESS STEEL VENT PIPE

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16 GA. METAL STORM COLLAR

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SEALANT

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AutoCAD SHX Text GENERAL STRUCTURAL NOTES THESE NOTES DO NOT REPLACE THE SPECIFICATIONS BUT ARE TO BE READ IN CONJUNCTION WITH THEM. ANY DISCREPANCIES OR CONFLICTS BETWEEN THE TWO SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE (COR) FOR RESOLUTION. THESE DRAWINGS ARE FOR THE FORT MCCOY BUILDING 200 - HIGH EFFICIENCY BOILER REPLACEMENT PROJECT AND NO OTHER USE IS AUTHORIZED. GOVERNING BUILDING CODE: : 1. UFC 3-301-01 STRUCTURAL ENGINEERING UFC 3-301-01 STRUCTURAL ENGINEERING 2. 2018 INTERNATIONAL BUILDING CODE 2018 INTERNATIONAL BUILDING CODE 3. ACI 318 ACI 318 4. AISC 360, 303 AISC 360, 303 DESIGN LOADS 1. SNOW LOADS: SNOW LOADS: GROUND SNOW LOAD 40 PSF 40 PSF ROOF SNOW LOAD 28 PSF + DRIFTING & UNBALANCED PER IBC 28 PSF + DRIFTING & UNBALANCED PER IBC SNOW EXPOSURE FACTOR 1.0 1.0 IMPORTANCE FACTOR 1.0 (BASED ON RISK CAT II) 1.0 (BASED ON RISK CAT II) THERMAL FACTOR __ __ 2. WIND LOADS: (ASCE 7-16) WIND LOADS: (ASCE 7-16) (ASCE 7-16) WIND SPEED (3 SEC GUST) 115 MPH 115 MPH 115 MPH WIND EXPOSURE C C INTERNAL PRESS COEF +/-0.18 +/-0.18 3. SEISMIC LOADS: SEISMIC LOADS: SITE CLASS D Ss 0.054 G 0.054 G S1 0.035 G 0.035 G Fa 1.6 1.6 Fv 2.4 2.4 SDs 0.058 0.058 SD1 0.057 0.057 OCCUPANCY CATEGORY II II SEISMIC DESIGN CATEGORY A (PER ASCE 7, SECTION 11.6) A (PER ASCE 7, SECTION 11.6) DESIGN / CONSTRUCTION CRITERIA 1. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS BEFORE THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS BEFORE CONSTRUCTION AND NOTIFY THE COR OF ANY DISCREPANCIES, INCONSISTENCIES, OR DIFFICULTIES AFFECTING THE WORK BEFORE PROCEEDING. 2. ALL MATERIAL, WORKMANSHIP, AND DETAILS SHALL BE IN ACCORDANCE WITH TYPICAL ALL MATERIAL, WORKMANSHIP, AND DETAILS SHALL BE IN ACCORDANCE WITH TYPICAL COMPETENT CONSTRUCTION PRACTICES, CURRENT MANUFACTURERS RECOMMENDATIONS, AND ALL APPLICABLE CODES AND GOVERNMENT REGULATIONS. SPECIAL STRUCTURAL INSPECTION IS REQUIRED AS SCHEDULED AND PER IBC CHAPTER 17. CONTRACTOR SHALL COORDINATE WITH COR'S TESTING AGENCY. 3. THE CONTRACTOR SHALL COORDINATE ALL DISCIPLINES, VERIFYING SIZE AND THE CONTRACTOR SHALL COORDINATE ALL DISCIPLINES, VERIFYING SIZE AND LOCATION OF ALL OPENINGS, WHETHER SHOWN ON STRUCTURAL DRAWINGS OR NOT, AS CALLED FOR ON ARCHITECTURAL, MECHANICAL, OR ELECTRICAL DRAWINGS. THE CONTRACTOR MUST NOTIFY THE COR OF ALL DISCREPANCIES, CONFLICTS, INCONSISTENCIES, AND OTHER PROBLEMS THAT MAY IMPACT STRUCTURAL WORK PRIOR TO THE START OF CONSTRUCTION. 4. THE CONTRACTOR SHALL SUPPLY ALL NECESSARY TEMPORARY BRACING, SHORING, THE CONTRACTOR SHALL SUPPLY ALL NECESSARY TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. 5. JOB SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR & JOB SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR & THEIR SUBCONTRACTORS. 6. THE GOVERNMENT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, THE GOVERNMENT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES OR PRACTICES. WHERE DRAWINGS AND DETAILS IMPLY THIS, THEY ARE PROVIDED TO SHOW FINAL CONSTRUCTION. IF CONTRACTOR DESIRES TO USE DIFFERENT MEANS AND METHODS THAN IMPLIED BY THESE DRAWINGS, SUBMIT SIMILAR DETAILS FOR REVIEW. 7. STANDARD OR TYPICAL STRUCTURAL DETAILS ARE INTENDED TO ILLUSTRATE DESIGN STANDARD OR TYPICAL STRUCTURAL DETAILS ARE INTENDED TO ILLUSTRATE DESIGN CONCEPTS AND TO SPECIFY MATERIAL AND REQUIRED PHYSICAL DIMENSIONS MATCHING OR SIMILAR TO THE REFERENCED LOCATIONS IN THE DRAWINGS SET. 8. THERE IS NO PROVISION FOR FUTURE VERTICAL EXPANSION IN THE DESIGN. THERE IS NO PROVISION FOR FUTURE VERTICAL EXPANSION IN THE DESIGN. EXISTING CONSTRUCTION 1. BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING BEFORE PROCEEDING WITH ANY WORK WITHIN OR ADJACENT TO THE EXISTING BUILDINGS, THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH EXISTING STRUCTURAL AND OTHER CONDITIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DESIGN, PROVIDE, AND ERECT ALL NECESSARY BRACING, SHORING AND OTHER SAFEGUARDS TO MAINTAIN ALL PARTS OF THE EXISTING WORK IN A SAFE CONDITION DURING THE PROCESS OF DEMOLITION AND CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSE PORTIONS OF THE EXISTING WORK WHICH ARE TO REMAIN. 2. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS, ELEVATIONS, ETC. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS, ELEVATIONS, ETC. NECESSARY FOR THE PROPER CONSTRUCTION AND ALIGNMENT OF THE NEW PORTIONS OF THE WORK TO THE EXISTING WORK. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR FABRICATION AND ERECTION OF STRUCTURAL MEMBERS. ANY DISCREPANCY SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE C.O.R. STRUCTURAL METALS 1. ALL STRUCTURAL STEEL WIDE FLANGE BEAMS SHALL BE ASTM A992, GRADE ALL STRUCTURAL STEEL WIDE FLANGE BEAMS SHALL BE ASTM A992, GRADE 50 STEEL AND ALL MISCELLANEOUS STEEL, INCLUDING LINTEL ANGLES SHALL BE ASTM A36 STEEL (MIN. Fy = 36 KSI). RECTANGULAR STEEL TUBES (HSS) SHALL BE ASTM A500, GRADE B STEEL (Fy = 46 KSI). PIPE SHALL BE ASTM A53 (Fy = 35 KSI) OR A500 GRADE B (42 KSI). BASE PLATES AND OTHER SHAPES SHALL BE ASTM A36 (36 KSI). SPLICING OR MODIFICATION OF MEMBERS IN THE FIELD IS PROHIBITED WITHOUT PRIOR WRITTEN APPROVAL OF THE C.O.R. 2. FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. 3. UNLESS GALVANIZED, ALL STEEL SHALL RECEIVE A THREE COAT PAINT UNLESS GALVANIZED, ALL STEEL SHALL RECEIVE A THREE COAT PAINT SYSTEM: ZINC-RICH PRIMER, EPOXY, POLYURETHANE. REFER TO SPECIFICATION MANUAL. 4. ALL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER USING E70 ALL WELDING SHALL BE PERFORMED BY A CERTIFIED WELDER USING E70 ELECTRODES IN ACCORDANCE WITH THE REQUIREMENTS OF THE AWS D1.1 AND D1.2 "STRUCTURAL WELDING CODE" AND VISUALLY INSPECTED. FULL-PEN WELDS SHALL ALSO BE INSPECTED BY NDT METHODS SUCH AS ULTRASONIC, MAG PARTICLE, OR DYE PEN. 5. ALL FIELD WELDED CONNECTIONS SHALL BE CHIPPED, GROUND WHERE ALL FIELD WELDED CONNECTIONS SHALL BE CHIPPED, GROUND WHERE REQUIRED, WIRE BRUSH CLEANED AND PAINTED TO MATCH THE PAINT SYSTEM. 6. ALL BOLTS NOT OTHERWISE SPECIFIED SHALL BE 3/4" DIAMETER HIGH ALL BOLTS NOT OTHERWISE SPECIFIED SHALL BE 3/4" DIAMETER HIGH STRENGTH (ASTM A325-N). ALL BOLTS SHALL BE FULLY PRETENSIONED. ANY NON-TWISTOFF BOLTS SHALL HAVE 10 PERCENT CHECKED WITH A TORQUE WRENCH BY THE SPECIAL INSPECTOR. ALL BEAM CONNECTIONS SHALL BE DESIGNED PER THE AISC MANUAL OF STEEL CONSTRUCTION "FRAMED BEAM CONNECTIONS" FOR THE INDICATED REACTIONS OR AT LEAST 0.60 x BEAM TOTAL SHEAR CAPACITY SHOWN IN THE ALLOWABLE UNIFORM LOAD TABLES, WHICHEVER IS GREATER. ALL CONNECTIONS MUST BE TWO BOLT MINIMUM. ALL COPES SHALL BE MADE WITH A 1" MINIMUM RADIUS. 7. WHERE HEADED RODS ARE NOTED OR SPECIFIED, BENT RODS SHALL NOT BE WHERE HEADED RODS ARE NOTED OR SPECIFIED, BENT RODS SHALL NOT BE FURNISHED. 8. ALL EXPOSED STEEL SHALL BE PRIME PAINTED PER ARCHITECTURAL ALL EXPOSED STEEL SHALL BE PRIME PAINTED PER ARCHITECTURAL SPECIFICATION. SHOP DRAWING SUBMITTAL & REVIEW 1. GC SHALL FOLLOW THE REQUIREMENTS IN SPECIFICATION SECTION 01300 FOR GC SHALL FOLLOW THE REQUIREMENTS IN SPECIFICATION SECTION 01300 FOR ALL SUBMITTALS. 2. PRIOR TO SUBMITTAL OF A SHOP DRAWING OR ANY RELATED MATERIAL TO PRIOR TO SUBMITTAL OF A SHOP DRAWING OR ANY RELATED MATERIAL TO THE COR, THE GC SHALL: REVIEW EACH SUBMISSION FOR CONFORMANCE WITH THE MEANS, METHODS, TECHNIQUES, SEQUENCES AND OPERATIONS OF CONSTRUCTION AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO, ALL OF WHICH ARE THE SOLE RESPONSIBILITY OF THE GC. REVIEW AND APPROVE EACH SUBMISSION. STAMP EACH SUBMISSION AS APPROVED. 3. GC SHALL FOLLOW THE SUBMISSION REQUIREMENTS TO AVOID UNNECESSARY GC SHALL FOLLOW THE SUBMISSION REQUIREMENTS TO AVOID UNNECESSARY DELAYS IN WORK. 4. GC SHALL PREPARE A SUBMITTAL REGISTER LISTING ALL SUBMITTAL ITEMS, GC SHALL PREPARE A SUBMITTAL REGISTER LISTING ALL SUBMITTAL ITEMS, AND SUBMIT THE REGISTER TO THE CONTRACTING OFFICER FOR ACCEPTANCE. 5. SHOP DRAWINGS AND RELATED MATERIAL (IF ANY) REQUIRED ARE LISTED SHOP DRAWINGS AND RELATED MATERIAL (IF ANY) REQUIRED ARE LISTED BELOW. SUBMITTALS SHALL INCLUDE, BUT ARE NOT LIMITED TO: STRUCTURAL STEEL FABRICATIONS REQUIRED FOR REINFORCEMENT OF EXISTING JOISTS, SPANNING BETWEEN JOISTS, AND ANCHORING CABLE TIES. SPECIAL INSPECTION 1. C.O.R. WILL ARRANGE AND PAY FOR SPECIAL INSPECTIONS ACCORDING TO C.O.R. WILL ARRANGE AND PAY FOR SPECIAL INSPECTIONS ACCORDING TO THE TABLE BELOW. G/C SHALL COOPERATE AND COORDINATE WITH INSPECTOR AND C.O.R.

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1 METAL CONSTRUCTION WELDING DETAILS: BRACING, LOCATIONS, ETC. BOLTING

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AutoCAD SHX Text A. FIELD WELDING IS TYPICALLY SINGLE PASS FILLET WELDS. THEREFORE, PERIODIC FIELD WELDING IS TYPICALLY SINGLE PASS FILLET WELDS. THEREFORE, PERIODIC SPECIAL INSPECTION OF FIELD WELDING IS ACCEPTABLE. B. REVIEW OF WELDER QUALIFICATIONS AND PROCEDURES SHALL BE COMPLETED REVIEW OF WELDER QUALIFICATIONS AND PROCEDURES SHALL BE COMPLETED PRIOR TO STARTING FIELD WORK AND SPECIAL INSPECTOR SHALL OBSERVE WELDING AS FIELD OPERATIONS BEGIN. C. IT IS ASSUMED THAT SHOP WELDING, AS REQUIRED, WILL BE PEFORMED ON THE IT IS ASSUMED THAT SHOP WELDING, AS REQUIRED, WILL BE PEFORMED ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK. G/C SHALL SUBMIT FABRICATOR DOCUMENTS, STANDARDS AND PROCEDURES TO C.O.R. FOR APPROVAL. D. REPORTS OF INSPECTIONS SHALL BE PROVIDED, AT THE FREQUENCY NOTED REPORTS OF INSPECTIONS SHALL BE PROVIDED, AT THE FREQUENCY NOTED ABOVE, TO THE C.O.R. AND CONTRACTOR BY THE FIRM CONTRACTED TO PERFORM INSPECTIONS.

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

BOILER ROOM ROOF STRUCTURAL FRAMING PLAN

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FRAMING PLAN NOTES:

AutoCAD SHX Text L6x4x ANGLE (LLV) BRACING BETWEEN ROOF JOISTS 38 ANGLE (LLV) BRACING BETWEEN ROOF JOISTS VERTICAL ANCHOR POINT, REINFORCE JOIST PER DETAIL B/S2.0. EXTERIOR (ABOVE ROOF DECK) ANCHOR POINT, SEE F/S2.0 AND G/S2.0 FOR CONNECTION TO STRUCTURE. EXHAUST STACK ANCHOR CABLE. " STAINLESS STEEL WIRE ROPE AND 14" STAINLESS STEEL WIRE ROPE AND STANDARD STAINLESS STEEL FITTINGS TO CONNECT TO ANCHOR POINT AND FRAME NEAR TOP OF EXHAUST STACKS. SEE DETAILS E/S2.0, F/S2.0, AND G/S2.0 C12x20.7 WITH FIXED CONNECTION TO EXISTING SLOPED ROOF GIRDER SEE DETAILS H/S2.0 AND I/S2.0 FRAME ANGLES BETWEEN TOP AND BOTTOM CHORD OF BAR JOISTS AT EXTERIOR ANCHOR CONNECTION. SEE DETAIL F/S2.0 AND B/S2.0.

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W18 BEAM (E)

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16K JOIST (E)

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16K JOIST (E)

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12K JOIST (E)

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12K JOIST (E)

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12K JOIST (E)

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12K JOIST (E)

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12K JOIST (E)

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12K JOIST (E)

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16K JOIST (E)

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W21 BEAM (E)

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2'- 0"

STAINLESS STEEL

RAINCAP

2" MIN.

(TYP)

SET IN SEALANT

(TYPICAL)

EXISTING RIGID

INSULATION

NEW DOUBLE WALL

STAINLESS STEEL VENT PIPE

-SEE MECHANICAL DRAWINGS

L6x4 (LLV) STEEL ANGLE

FRAMING OPENING - SUPPORT

FROM JOISTS PER D/S2.0

EXISTING STEEL DECK

EXISTING VAPOR BARRIER

TREATED WD. BLOCK BOLTED

TO MTL. DECK W/� 1/2" DIA. BOLTS

STANDING SEAM

MTL. ROOFING

16 GA. METAL STORM COLLAR

CLAMPING RING

SEALANT

8" MI

STACK SUPPORT PLATE OR FRAME BY

BOILER STACK SUPPLIER, HANG FROM STEEL

FRAMING WITH 5 8" MIN. THREADED RODS

(MAX. LOAD AT DOUBLE STACKS: 1,000 LB)

(G/C CONFIRM WEIGHT OF BOILER STACKS)

L2x2x1

4 STAINLESS STEEL ANGLE

FRAME AROUND DOUBLE BOILER

STACK

4" PLATE WITH 12"Ø HOLE FOR

CABLE CONNECTION

(2) L2x2x3

16 THUS:

SUPPLEMENT JOIST WEBS FROM

CONCENTRATED LOADS NOT AT PANEL

POINTS TO NEAREST PANEL POINT.

PROVIDE AT ALL CONCENTRATED

LOADS EXCEEDING 100 lbs.

CONCENTRATED LOAD AT BOTTOM CHORD

ANGLES SPAN BETWEEN ADJACENT

JOISTS, SEE DETAIL D/S2.0

STEEL JOIST - SEE PLAN

HORIZONTAL LEG TO BEAR

ON TOP OF JOISTS AT

PANEL POINT - PLACE

PRIOR TO METAL DECK

1" RADIUS

VERTICAL LEG CUT BACK

CONTRACTOR OPTIONAL DETAIL FOR

ANGLE SUPPORT AT JOISTS - MUST FIT

BETWEEN DECK FLUTES

"B"

"T"

TYP. 1

BOTTOM CHORD HANGING LOADS

WHERE "B" DIMENSION EXCEEDS 2", ADD REINFORCING ANGLES

L2x2x3

16 EACH SIDE FROM POINT OF LOAD TO NEAREST JOIST TOP

CHORD PANEL POINT.

TOP CHORD HANGING LOADS

WHERE "T" DIMENSION EXCEEDS 2", ADD REINFORCING ANGLES

L2x2x3

16 EACH SIDE FROM POINT OF LOAD TO NEAREST JOIST BOTTOM

CHORD PANEL POINT.

WALL BRACING AND ANY OTHER LOADS WHICH MAY PRODUCE

UPWARD FORCES MUST BE ATTAHCED TO TOP CHORDS AT PANEL

POINTS ONLY. WELD BRACES TO VERTICAL LEG OF TOP CHORD

ONLY. INSTALL AT SLIGHT SKEW TO MISS BOTTOM CHORD AS

REQUIRED.

JOIST TOP CHORD

℄ BOTTOM CHORD

PANEL POINT

JOIST BOTTOM CHORDBOTTOM CHORD

HANGING LOAD

TOP CHORD

POINT LOAD

℄ TOP CHORD

PANEL POINT

JOIST WEB

INSTALL REINFORCING

ANGLES EACH SIDE AND

WELD TO VERTICAL LEG OF

CHORDS (TYP.)

SEE PLAN (6'-0" MAX.)

NOTE:

COORD. SIZE AND LOCATION OF ROOF OPENINGS

W/ ACTUAL EQUIPMENT SELECTED. PROVIDE

SUCH FRAMING FOR ALL ROOF OPENINGS

EXCEEDING 12"x12".

1" 1"

TYP.

2" MAX

CLR (TYP.)

SEE PLAN (6'-0" MAX.)

OPENING SIZE VARIES

PLAN

OPENING

SECTION

L5x5x3 8 x 4" LONG (TYP.) OR

PER A/S2.0 WHERE

GEOMETRICALLY FEASIBLE

L6x4x3/8

PROVIDE ADDITIONAL

FRAMING AS NEEDED AT

HVAC UNITS

BAR JOIST - SEE

PLAN (TYP.)

L5x5x3/8

EXISTING BAR JOIST

-SEE PLAN

ALIGN SUPPORT WITH TOP CHORD OR

BOTTOM CHORD PANEL POINT. REINFORCE

TRUSS WEBS PER DETAIL B/S2.0

EXISTING ROOF DECK

HSS2.5x2.5x1

FLASH AROUND ROOF

PENETRATIONS PER

ROOFING SUPPLIER

RECOMMENDATIONS

8" CAP PLATE WITH THREADED STUD AND

STAINLESS STEEL WELDED EYE NUT AT TOP

L11 2x11

2x3

16 ANGLE TO

ADJACENT JOIST - EACH

SIDE OF HSS POST

5/16 5/16

TYP. TUBE TO ANGLES

EACH SIDE

3/16 TYP

TOP ANGLE ONE SIDE

MAY BE L6x4 WHERE

ADJACENT TO ROOF

OPENING

W21 BEAM (EXISTING)

-SEE PLAN

8" CAP PLATE WITH THREADED

STUD AND WELDED EYE NUT AT TOP

EXISTING ROOF DECK

FLASH AROUND ROOF

PENETRATIONS PER ROOFING

SUPPLIER RECOMMENDATIONS

5/16

HSS2.5x2.5x1/4

STACK SUPPORT PLATE OR FRAME BY

BOILER STACK SUPPLIER, HANG FROM STEEL

FRAMING WITH 5 8" MIN. THREADED RODS

(MAX. LOAD AT SINGLE STACKS: 500 LB)

(G/C CONFIRM WEIGHT OF BOILER STACKS)

STEEL CHANNEL BRACKET FROM

EXISTING WIDE FLANGE BEAM

HANGER ROD

5/16

TYP. C12 TO

EXISTING BEAM

EXISTING W21 BEAM

C12 CHANNEL FOR SUPPORT OF

STACK - SEE PLAN

S2.0

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EXHAUST STACK BRACING

ORIGINAL SCALE: 3/4" = 1'-0"

S2.0

JOIST DETAIL AT ROOF OPENING

ORIGINAL SCALE: 3/4" = 1'-0"

S2.0

SUPPORT ANGLE DETAIL

ORIGINAL SCALE: 3" = 1'-0"

S2.0

TYPICAL JOIST DETAIL AT CONCENTRATED LOAD

ORIGINAL SCALE: 3/4" = 1'-0"

S2.0

TYPICAL ROOF OPENING DETAIL

ORIGINAL SCALE: 3/4" = 1'-0"

S2.0

VENT STACK GUY WIRE CONNECTIONS TO ROOF FRAMING

ORIGINAL SCALE: 3/4" = 1'-0"

S2.0

VENT STACK GUY WIRE CONNECTION ABOVE W-BEAM

ORIGINAL SCALE: 3/4" = 1'-0"

S2.0

STACK SUPPORT FROM BEAM BRACKETS

ORIGINAL SCALE: 3/4" = 1'-0"

S2.0

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HANGER ROD SUPPORT DETAIL

ORIGINAL SCALE: 3/4" = 1'-0"

S2.0

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ABBREVIATIONS

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

AP ACCESS PANEL

AS AIR SEPARATOR

B BOILER

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

ET EXPANSION TANK

GSHXR GROUND SOURCE HEAT EXCHANGER

RETURN

GSHXS GROUND SOURCE HEAT EXCHANGER

SUPPLY

HPS HIGH PRESSURE STEAM

HV HEATING & VENTILATING UNIT

HWR HOT WATER RETURN

HW HOT WATER SUPPLY

KE KITCHEN EXHAUST

LPS LOW PRESSURE STEAM

MPS MEDIUM PRESSURE STEAM

MW MAKE-UP WATER

NC NORMALLY CLOSED

NG NATURAL GAS

NO NORMALLY OPEN

OA OUTSIDE AIR

P PUMPS

RA RETURN AIR

RCOVR ENERGY RECOVERY RETURN

RCOVS ENERGY RECOVERY SUPPLY

RELF RELIEF AIR

RL REFRIGERATION LIQUID

RF RETURN FAN

RS REFRIGERATION SUCTION

SA SUPPLY AIR

SOLR SOLAR THERMAL RETURN

SOLR SOLAR THERMAL SUPPLY

TA TRANSFER AIR

TYP TYPICAL

TYPICAL TYPICAL FOR ALL ITEMS OF THE SAME TYPE

UH UNIT HEATER (ALL TYPES)

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

GENERAL NOTES

1. DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL

REQUIRED OFFSETS FOR COMPLETE INSTALLATION.

CONTRACTOR SHALL INSTALL UNITS, MATERIALS AND

EQUIPMENT TO CONFORM TO THE STRUCTURE AND

EQUIPMENT CONNECTIONS AND SHALL MAINTAIN

APPROPRIATE CLEARANCES.

2. ALL WORK SHALL COMPLY WITH APPLICABLE FEDERAL AND

STATE LAWS, REGULATIONS, STATUTES, CODES AND

ORDNANCES, AND ALL REQUIREMENTS OF THE LOCAL

AUTHORITIES HAVING JURISDICTION.

3. CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHER

TRADES PRIOR TO INSTALLATION FOR ALL PRODUCTS TO BE

INSTALLED.

4. THE CONTRACTOR SHALL CONDUCT SITE VISITS TO

DETERMINE THE FULL EXTENT OF WORK AND CURRENT SITE

CONDITIONS. FAILURE TO DO SO WILL NOT RELIEVE THE

CONTRACTOR OF THE OBLIGATIONS OF THE CONTRACT.

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.

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.

14. CLEAN ALL EXISTING DUCTWORK, COILS AND DIFFUSERS

DESIGNATED TO REMAIN WITHIN THE PROJECT'S SCOPE OF

WORK AT AIR HANDLERS BEING SERVICED. CLEAN ALL NEW

EQUIPMENT, UNITS, DUCTWORK, AND CONNECTED

COMPONENTS PRIOR TO TESTING.

15. PROVIDE MANUFACTURER'S AUTHORIZED AND CERTIFIED

FIELD AGENT FOR THE INSTALLATION, START-UP AND

COMMIISSIONING OF NEW BOILER SYSTEMS. PROVIDE

INSTALLATION, START-UP AND COMMISSIONING IN

ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.

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

TEMPERATURE SENSOR

THERMOSTAT

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

MECHANICAL SHEET INDEX

NUMBER SHEET NAME

M.01 NOTES, LEGENDS, AND ABBREVIATIONS

M1.1 MECHANICAL BOILER ROOM DEMOLITION PLAN

M1.2 MECHANICAL MEZZANINE DEMOLITION PLANS

M1.3 MECHANICAL BOILER ROOM FLOOR PLAN

M1.4 MECHANICAL MEZZANINE FLOOR PLANS

M4.1 MECHANICAL PLAN-AREA 1-2-3

M4.2 MECHANICAL PLAN-AREA 4-5-6-7

M4.3 MECHANICAL PLAN-AREA 8-9-10-11

M4.4 MECHANICAL PLAN-AREA 15-16-17-18-19

M4.5 MECHANICAL PLAN-AREA 12-13-20-21

M4.6 MECHANICAL PLAN-AREA 14-22-23-24

M4.7 MECHANICAL PLAN-AREA 25-26-27-28

M5.0 MECHANICAL DETAILS

M5.1 MECHANICAL DETAILS

M6.0 MECHANICAL SCHEDULES

M7.0 MECHANICAL CONTROLS

HVAC CONTROL INTENT

GENERAL

1. PROVIDE A JOHNSON CONTROLS METASYS

BUILDING CONTROLLER (NETWORK AUTOMATION ENGINE).

BUILDING CONTROLLER SHALL INTEGRATE THE NEW CONTROLS

LISTED BELOW AS WELL AS HAVE CAPACITY TO ADD ADDITIONAL

BUILDING SYSTEMS (EG. CHILLED WATER PLANT, AIR HANDLERS,

ETC) IN THE FUTURE.

HOT WATER SYSTEM:

1. SYSTEM IS VARIABLE PRIMARY FLOW

WITH FOUR CONDENSING BOILERS. CONFIGURED FOR THREE

BOILERS TO BE ACTIVE SIMULTANEOUSLY AND A FOURTH

BOILER IN STAND-BY MODE AT ALL TIMES, PROVIDING N+1

REDUNDANCY.

2. SYSTEM TO HAVE FLOW METER INSTALLED IN THE

SUPPLY LINE.

3. BOILER CONTROLLER SHALL STAGE ACTIVE BOILERS

AND MODULATE BURNERS TO MAINTAIN WATER SUPPLY SET

POINT TEMPERATURE

4. SUPPLY WATER SET POINT SHALL BE RESET

PROPORTIONALLY BASED ON THE FOLLOWING:

a. 180 DEG F AT 0 DEG F OA

b. 120 DEG F AT 60 DEG F OA.

6. EACH BOILER HAS A MOTORIZED ISOLATION VALVE.

WHEN BOILERS ARE DISABLED, ASSOCIATED CONTROL VALVES

SHALL BE CLOSED. WHEN WATER FLOW DROPS BELOW 33% OF

MAXIMUM DESIGN, LEAD BOILER SHALL BE OPERATIONAL WHILE

REMAINING BOILERS SHALL BE IN STAND- BY MODE. ROTATE

LEAD/LAG/STANDBY TO MAINTAIN EQUAL HOURS OF OPERATION.

7. SYSTEM HAS THREE PRIMARY PUMPS SIZED AT 50%

NOMINAL FLOW CAPACITY AND ARRANGED IN

LEAD-LAG-STAND-BY CONFIGURATION. ON DEMAND OVER 33%

OF DESIGN FLOW, TWO PUMPS ARE RUNNING. ON DEMAND LESS

THAN 33% FLOW, LEAD PUMP IS RUNNING.

8. PUMPS TO MAINTAIN MINIMUM PRESSURE ESTABLISHED

BY LARGEST DEMAND OF 4 PRESSURE DIFFERENTIAL

CONTROLLERS.

9. LEAD/LAG OPERATION OF THE BOILERS SHALL BE

ROTATED TO EQUALIZE RUN TIME.

EXISTING UNIT HEATERS AND HV UNITS.

1. PROVIDE NEW CONTROL VALVES AT ALL EXISTING UNIT

HEATERS AND HV UNITS.

2. PROVIDE NEW SPACE TEMPERATURE SENSORS FOR ALL

EXISTING UNIT HEATERS. ON DEMAND FOR HEATING, SYSTEM

SHALL START UNIT HEATER FAN AND MODULATE COIL VALVE TO

MAINTAIN SPACE SET POINT TEMPERATURE.

3. PROVIDE NEW UNIT CONTROLLERS FOR EXISTING HV

UNITS. SYSTEM SHALL MODULATE CONTROL VALVE TO SATISFY

RE-SET DISCHARGE AIR TEMPERATURE BASED ON SPACE

TEMPERATURE OR OUTSIDE AIR TEMPERATURE (FIELD VERIFY).

INTEGRATE X-HV FAN INTO CONTROLS FOR EACH UNIT.

EXISTING AHU WITH EXISTING VAV'S.

1. CONTROLS FOR THIS UNIT MUST BE INTEGRATED INTO

THE NEW BUILDING CONTROL NETWORK. PROVIDE SOFTWARE

UPGRADE TO THE EXISTING UNIT CONTROLLER TO

ACCOMMODATE INTEGRATION INTO THE NEW BUILDING

CONTROLLER.

2. EXISTING 3-WAY CONTROL VALVES TO REMAIN.

ANTI-TERRORISM INTERLOCK

1. UPON ACTIVATION OF ANTI-TERRORISM ALARM PULL

STATION, THE BUILDING SHALL ENTER EMERGENCY AIR

DISTRIBUTION MODE.

2. ALL SYSTEMS THROUGHOUT THE BUILDING WITH

MOTORIZED DAMPERS ON OUTDOOR AIR, RELIEF AIR, OR

EXHAUST AIR SHALL CLOSE. ALL SYSTEMS THAT CAN OPERATE

FULLY IN RECIRCULATION MODE SHALL CONTINUE TO OPERATE

NORMALLY. ALL OTHER SYSTEMS SHALL CEASE OPERATION.

256SHEET of

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

EXISTING CONDITION

INSPECTION

1. INSPECT EXISTING PIPING AT FOUR LOCATIONS AS

DIRECTED BY FORT MCCOY. INSPECTION SHALL INCLUDE

REMOVAL OF EXISTING INSULATION, VISUAL INSPECTION OF

PIPING FOR VISIBLE LEAKS OR SIGNS OF EXCESSIVE RUST

AND WEAR, AND REINSULATION.

2. PROVIDE LINE ITEM COSTS PER 100 LF OF PIPE FOR

REPLACEMENT IF DEFICIENT CONDITIONS ARE FOUND FOR

THE FOLLOWING PIPE SIZES: 8", 6", 4" & 3"

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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

D P

R e v

F O

O Y

I S

C O

N S

I N

257SHEET of

AutoCAD SHX Text

MECHANICAL BOILER ROOM 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

AutoCAD SHX Text Scale: 1/4":1'-0"

AutoCAD SHX Text

MECHANICAL BOILER ROOM DEMOLITION PLAN

AutoCAD SHX Text

KEY NOTES

AutoCAD SHX Text M1

AutoCAD SHX Text DISCONNECT AND REMOVE EXISTING BOILER, ASSOCIATED CONTROL, POWER, VENT AND FLUE. EXISTING PADS TO REMAIN FOR FUTURE REUSE. PATCH AND SEAL EXISTING ROOF PENETRATIONS WEATHERTIGHT.

AutoCAD SHX Text M2

AutoCAD SHX Text

DISCONNECT AND REMOVE EXISTING PUMP, CONTROL AND ELECTRICAL.

AutoCAD SHX Text M3

AutoCAD SHX Text DISCONNECT, CLEAN, AND REINSULATE EXISTING AIR SEPARATOR FOR REINSTALLATION. SEE SHEET M1.3.

AutoCAD SHX Text M4

AutoCAD SHX Text

DISCONNECT EXISTING EXPANSION TANK FOR REUSE. SEE SHEET M1.3.

AutoCAD SHX Text M5

AutoCAD SHX Text

DISCONNECT EXISTING FILTER HOUSING FOR REUSE. SEE SHEET M1.3.

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

BOILER ROOM

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HW

AutoCAD SHX Text X-1"

AutoCAD SHX Text

X-HW

AutoCAD SHX Text T

AutoCAD SHX Text

EXPANSION TANK X-ET-2X-ET-2

AutoCAD SHX Text

HW ZONE PUMP X-P-2

AutoCAD SHX Text

X-UNIT CONTROL PANEL LOCATION (TYP.)

AutoCAD SHX Text

EXPANSION TANK X-ET-8 X-ET-8

AutoCAD SHX Text

EXPANSION TANK X-ET-9 X-ET-9

AutoCAD SHX Text U C P

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

UCP

AutoCAD SHX Text

CW PUMP X-P-3X-P-3

AutoCAD SHX Text T

AutoCAD SHX Text X-B-1

AutoCAD SHX Text X-B-2

AutoCAD SHX Text X-1"

AutoCAD SHX Text

IN-LINE RETURN-AIR FAN X-RF-3 WITH INLET VANES

AutoCAD SHX Text X-8"

AutoCAD SHX Text X-1"

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text 8.4

AutoCAD SHX Text 9.4

AutoCAD SHX Text T

AutoCAD SHX Text

X-CWR

AutoCAD SHX Text X-3"

AutoCAD SHX Text X-2"

AutoCAD SHX Text X-3"

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

MAIN HW DISTRIBUTION PUMPS X-P-8 & X-P-9 & X-P-9X-P-9

AutoCAD SHX Text X-8"

AutoCAD SHX Text

EXPANSION TANK X-ET-3

AutoCAD SHX Text

X-HW

AutoCAD SHX Text X-6"

AutoCAD SHX Text X-2"

AutoCAD SHX Text X-8"

AutoCAD SHX Text X-2"

AutoCAD SHX Text X-1"

AutoCAD SHX Text X-2"

AutoCAD SHX Text 8.4

AutoCAD SHX Text U

AutoCAD SHX Text V

AutoCAD SHX Text 9.4

AutoCAD SHX Text

%%UCOMSEC

AutoCAD SHX Text

X-CWR

AutoCAD SHX Text

AIR SEPARATOR

AutoCAD SHX Text

X-CWR

AutoCAD SHX Text

X-CW

AutoCAD SHX Text X-3"

AutoCAD SHX Text

UCP

AutoCAD SHX Text

UNIT HEATER X-HUH-5A X-HUH-5A (TYP. )

AutoCAD SHX Text

X-4" NG

AutoCAD SHX Text X-6"

AutoCAD SHX Text X-2"

AutoCAD SHX Text X-3"

AutoCAD SHX Text X-2"

AutoCAD SHX Text

X-CALIBRATED BALANCING VALVE

AutoCAD SHX Text

X-OUTDOOR AIR THERMOSTAT/SENSOR & BOILER/CHILLER ALARM BELL LOCATIONS

AutoCAD SHX Text

SUPPLY FAN X-SF-1 X-SF-1 (LOCATED AT TOP OF LOUVER)

AutoCAD SHX Text

X-HUH-5B

AutoCAD SHX Text

WEST OUTDOOR STATIC PRESSURE SENSOR

AutoCAD SHX Text

AHU-1

AutoCAD SHX Text T

AutoCAD SHX Text

%%UX-SF-1

AutoCAD SHX Text

X-CWR

AutoCAD SHX Text

X-CWR

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text

X-AHU-1

AutoCAD SHX Text

EXISTING HOUSING PAD

AutoCAD SHX Text

EXISTING HOUSING PAD

AutoCAD SHX Text

9.5 GPM

AutoCAD SHX Text

9.5 GPM

AutoCAD SHX Text

X-MW

AutoCAD SHX Text

X-NG

AutoCAD SHX Text

X-4"NG

AutoCAD SHX Text

X-MW

AutoCAD SHX Text

X-AIR SEPARATOR (TYP.)

AutoCAD SHX Text

X-HUH-5C 9.5 GPM

AutoCAD SHX Text

X-HUH-5D 9.5 GPM

AutoCAD SHX Text

UCP ON UNISTRUT STAND BELOW DUCTWORK

AutoCAD SHX Text

X-FILTER

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HW

AutoCAD SHX Text X-1"

AutoCAD SHX Text

X-HW

AutoCAD SHX Text T

AutoCAD SHX Text

EXPANSION TANK X-ET-2X-ET-2

AutoCAD SHX Text

HW ZONE PUMP X-P-2

AutoCAD SHX Text

X-UNIT CONTROL PANEL LOCATION (TYP.)

AutoCAD SHX Text

EXPANSION TANK X-ET-8 X-ET-8

AutoCAD SHX Text

EXPANSION TANK X-ET-9 X-ET-9

AutoCAD SHX Text U C P

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

UCP

AutoCAD SHX Text

CW PUMP X-P-3X-P-3

AutoCAD SHX Text T

AutoCAD SHX Text X-B-1

AutoCAD SHX Text X-B-2

AutoCAD SHX Text X-1"

AutoCAD SHX Text

IN-LINE RETURN-AIR FAN X-RF-3 WITH INLET VANES

AutoCAD SHX Text X-8"

AutoCAD SHX Text X-1"

AutoCAD SHX Text

AutoCAD SHX Text T

AutoCAD SHX Text 8.4

AutoCAD SHX Text 9.4

AutoCAD SHX Text T

AutoCAD SHX Text

X-CWR

AutoCAD SHX Text X-3"

AutoCAD SHX Text X-2"

AutoCAD SHX Text X-3"

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

MAIN HW DISTRIBUTION PUMPS X-P-8 & X-P-9 & X-P-9X-P-9

AutoCAD SHX Text X-8"

AutoCAD SHX Text

EXPANSION TANK X-ET-3

AutoCAD SHX Text

X-HW

AutoCAD SHX Text X-6"

AutoCAD SHX Text X-2"

AutoCAD SHX Text X-8"

AutoCAD SHX Text X-2"

AutoCAD SHX Text X-1"

AutoCAD SHX Text X-2"

AutoCAD SHX Text 8.4

AutoCAD SHX Text U

AutoCAD SHX Text V

AutoCAD SHX Text 9.4

AutoCAD SHX Text

%%UCOMSEC

AutoCAD SHX Text

X-CWR

AutoCAD SHX Text

AIR SEPARATOR

AutoCAD SHX Text

X-CWR

AutoCAD SHX Text

X-CW

AutoCAD SHX Text X-3"

AutoCAD SHX Text

UCP

AutoCAD SHX Text

UNIT HEATER X-HUH-5A X-HUH-5A (TYP. )

AutoCAD SHX Text

X-4" NG

AutoCAD SHX Text X-6"

AutoCAD SHX Text X-2"

AutoCAD SHX Text X-3"

AutoCAD SHX Text X-2"

AutoCAD SHX Text

X-CALIBRATED BALANCING VALVE

AutoCAD SHX Text

X-OUTDOOR AIR THERMOSTAT/SENSOR & BOILER/CHILLER ALARM BELL LOCATIONS

AutoCAD SHX Text

SUPPLY FAN X-SF-1 X-SF-1 (LOCATED AT TOP OF LOUVER)

AutoCAD SHX Text

X-HUH-5B

AutoCAD SHX Text

WEST OUTDOOR STATIC PRESSURE SENSOR

AutoCAD SHX Text

AHU-1

AutoCAD SHX Text T

AutoCAD SHX Text

%%UX-SF-1

AutoCAD SHX Text

X-CWR

AutoCAD SHX Text

X-CWR

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text

AutoCAD SHX Text P

AutoCAD SHX Text

X-AHU-1

AutoCAD SHX Text

EXISTING HOUSING PAD

AutoCAD SHX Text

EXISTING HOUSING PAD

AutoCAD SHX Text

9.5 GPM

AutoCAD SHX Text

9.5 GPM

AutoCAD SHX Text

X-MW

AutoCAD SHX Text

X-NG

AutoCAD SHX Text

X-4"NG

AutoCAD SHX Text

X-MW

AutoCAD SHX Text

X-AIR SEPARATOR (TYP.)

AutoCAD SHX Text

X-HUH-5C 9.5 GPM

AutoCAD SHX Text

X-HUH-5D 9.5 GPM

AutoCAD SHX Text

UCP ON UNISTRUT STAND BELOW DUCTWORK

X-FILTER

M1.2

I B

T K

A P

T K

M V

K A

B U

I L

D I N

I L

E R

R E

P L

A C

E M

E N

F O

O U

V E

F O

O Y

D I R

E C

T O

R A

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

C k d b y

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

D P

R e v

F O

O Y

I S

C O

N S

I N

M1 M1

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

258SHEET of

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

%%UX-HV-3

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

AIR SEPARATOR (TYP.)

AutoCAD SHX Text X-6"

AutoCAD SHX Text X-3/4"

AutoCAD SHX Text

%%UX-VAV-14

AutoCAD SHX Text

%%UX-VAV-9

AutoCAD SHX Text X-6"

AutoCAD SHX Text X-1"

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text X-1"

AutoCAD SHX Text

HORIZONTAL UNIT HEATER X-HUH-4X-HUH-4

AutoCAD SHX Text M-201

AutoCAD SHX Text

%%UBREAK ROOM

AutoCAD SHX Text M-202

AutoCAD SHX Text

%%USUPERVISOR

AutoCAD SHX Text

%%USUPERVISOR

AutoCAD SHX Text M-203

AutoCAD SHX Text

%%UCORRIDOR

AutoCAD SHX Text M-204

AutoCAD SHX Text

%%UBLDG. M & E

AutoCAD SHX Text

EQUIP. ROOM

AutoCAD SHX Text M-205

AutoCAD SHX Text T

AutoCAD SHX Text

X-VAV-8

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

%%UX-AC-2

AutoCAD SHX Text

X-AC-1

AutoCAD SHX Text X-P-6

AutoCAD SHX Text X-P-7

AutoCAD SHX Text X-3/4"

AutoCAD SHX Text X-6"

AutoCAD SHX Text

X-RF-1

AutoCAD SHX Text

%%UX-EF-1

AutoCAD SHX Text

%%UX-EF-2

AutoCAD SHX Text

X-ET-7

AutoCAD SHX Text

X-ET-6

AutoCAD SHX Text T

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

%%UX-HV-3

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

AIR SEPARATOR (TYP.)

AutoCAD SHX Text X-6"

AutoCAD SHX Text X-3/4"

AutoCAD SHX Text

%%UX-VAV-14

AutoCAD SHX Text

%%UX-VAV-9

AutoCAD SHX Text X-6"

AutoCAD SHX Text X-1"

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text X-1"

AutoCAD SHX Text

HORIZONTAL UNIT HEATER X-HUH-4X-HUH-4

AutoCAD SHX Text M-201

AutoCAD SHX Text

%%UBREAK ROOM

AutoCAD SHX Text M-202

AutoCAD SHX Text

%%USUPERVISOR

AutoCAD SHX Text

%%USUPERVISOR

AutoCAD SHX Text M-203

AutoCAD SHX Text

%%UCORRIDOR

AutoCAD SHX Text M-204

AutoCAD SHX Text

%%UBLDG. M & E

AutoCAD SHX Text

EQUIP. ROOM

AutoCAD SHX Text M-205

AutoCAD SHX Text T

AutoCAD SHX Text

X-VAV-8

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

%%UX-AC-2

AutoCAD SHX Text

X-AC-1

AutoCAD SHX Text X-P-6

AutoCAD SHX Text X-P-7

AutoCAD SHX Text X-3/4"

AutoCAD SHX Text X-6"

AutoCAD SHX Text

X-RF-1

AutoCAD SHX Text

%%UX-EF-1

AutoCAD SHX Text

%%UX-EF-2

AutoCAD SHX Text

X-ET-7

AutoCAD SHX Text

X-ET-6

AutoCAD SHX Text T

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

DOWN

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text X-2"

AutoCAD SHX Text X-6"

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HV-4

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text X-3"

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text X-4"

AutoCAD SHX Text

X-HV-2

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text X-4"

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text X-2"

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text X-3"

AutoCAD SHX Text X-8"

AutoCAD SHX Text X-P-5

AutoCAD SHX Text X-P-4

AutoCAD SHX Text X-6"

AutoCAD SHX Text X-8"

AutoCAD SHX Text X-2"

AutoCAD SHX Text X-4"

AutoCAD SHX Text X-8"

AutoCAD SHX Text

%%UX-ET-4

AutoCAD SHX Text

%%UX-ET-5

AutoCAD SHX Text X-6"

AutoCAD SHX Text

UNIT CONTROL PANEL LOCATION (TYP.)

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text

X-38" X 38" RELIEF DUCT

AutoCAD SHX Text

HV UNIT CONTROL

AutoCAD SHX Text

PANEL LOCATION

AutoCAD SHX Text

X-HV-1

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-3/4"DOWN

AutoCAD SHX Text X-6"

AutoCAD SHX Text X-2"

AutoCAD SHX Text X-P-1

AutoCAD SHX Text

X-RF-2

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text X-2"

AutoCAD SHX Text X-6"

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HV-4

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text X-3"

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text X-4"

AutoCAD SHX Text

X-HV-2

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text X-4"

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text X-2"

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text X-3"

AutoCAD SHX Text X-8"

AutoCAD SHX Text X-P-5

AutoCAD SHX Text X-P-4

AutoCAD SHX Text X-6"

AutoCAD SHX Text X-8"

AutoCAD SHX Text X-2"

AutoCAD SHX Text X-4"

AutoCAD SHX Text X-8"

AutoCAD SHX Text

%%UX-ET-4

AutoCAD SHX Text

%%UX-ET-5

AutoCAD SHX Text X-6"

AutoCAD SHX Text

UNIT CONTROL PANEL LOCATION (TYP.)

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text A

AutoCAD SHX Text

X-38" X 38" RELIEF DUCT

AutoCAD SHX Text

HV UNIT CONTROL

AutoCAD SHX Text

PANEL LOCATION

AutoCAD SHX Text

X-HV-1

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HWR

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-HW

AutoCAD SHX Text

X-3/4"DOWN

AutoCAD SHX Text X-6"

AutoCAD SHX Text X-2"

AutoCAD SHX Text X-P-1

AutoCAD SHX Text

X-RF-2

AutoCAD SHX Text U

AutoCAD SHX Text C

AutoCAD SHX Text P

AutoCAD SHX Text

MECHANICAL MEZZANINE DEMOLITION PLANS

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, PUMP, CONTROL AND ELECTRICAL.

AutoCAD SHX Text

KEY PLAN

AutoCAD SHX Text

MEZZANINE

AutoCAD SHX Text

ARMS REPAIR/VAULT MEZZANINE

AutoCAD SHX Text

MECHANCIAL MEZZANINE DEMO PLAN

AutoCAD SHX Text

MECHANICAL ARMS REPAIR/VAULT MEZZANINE DEMO PLAN

B 2B

X-ET

B 2B

X-ET

M1.3

I B

T K

A P

T K

M V

K A

B U

I L

D I N

I L

E R

R E

P L

A C

E M

E N

F O

O U

V E

F O

O Y

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 5, 2022.