Attach 19 - Drawing changes 30 Nov 21.pdf

PDF 7 MB Posted Nov 30, 2021

Attached to: FY22 McConnell AFB - Multiple Award Construction Contract (MACC) Federal contract opportunity
Solicitation number: FA4621-22-R-0002
Issued by: Department of the Air Force Air Mobility Command

About this file

Written by GovTribe AI · Dec 30, 2023

This document provides details for a federal Multiple Award Construction Contract solicitation from the 22nd Contracting Squadron at McConnell Air Force Base. The government intends to award up to six indefinite-delivery/indefinite-quantity contracts for construction projects between $2,000 and $10,000,000 each. The total contract value is not to exceed $75,000,000 over a six-year period including options. Awarded contractors must be capable of providing full project design and construction services. Evaluation will be based on past performance and price for a seed project repairing HVAC systems in Building 852. The response deadline is 17 November 2021 with award by 1 February 2022. The requirement is a total small business set-aside for NAICS 236220 commercial and institutional building construction.

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Other files for this federal contract opportunity

Other files attached to FY22 McConnell AFB - Multiple Award Construction Contract (MACC), newest first.
File	Type	Posted
Final Questions for MACC 2022.docx	DOCX document	Nov 30, 2021
Warranty Barcode Spreadsheet.xlsx	XLSX spreadsheet	Nov 30, 2021
Attach 18 - Updated TOC and Spec 26 51 00.pdf	PDF	Nov 30, 2021
FA462122R0002 - Amendment 2.pdf	PDF	Nov 30, 2021
conform-faqs.doc	DOC document	Nov 30, 2021
Questions from the Pre Proposal Conference 19 Nov 21 Final.docx	DOCX document	Nov 23, 2021
Attach 16 - Spec 28 31 76.pdf	PDF	Nov 23, 2021
Attach 17 - Rev Drawings 11-22-2021.pdf	PDF	Nov 23, 2021
B852 Site Visit Photos.pdf	PDF	Nov 23, 2021
Pre-Proposal Conference Meeting Minutes w Attachments - FA4621-22-R-0002 - 23 Nov 21.pdf	PDF	Nov 23, 2021
Pre Site Visit Q and As Final responses.docx	DOCX document	Nov 23, 2021
Existing Mechanical Schedules.pdf	PDF	Nov 23, 2021
FA462122R0002 - Amendment 1.pdf	PDF	Nov 23, 2021
1029383 Asbestos Survey - Final.pdf	PDF	Nov 23, 2021
Boeing Trainer PDF.pdf	PDF	Nov 23, 2021
Solicitation - FA462122R0002 11-5 Final.pdf	PDF	Nov 5, 2021
Attach 2 - MACC Combined Spec Sections.pdf	PDF	Nov 5, 2021
Attach 7 - Wage Det Residential KS02 - 1 Jan 21.pdf	PDF	Nov 5, 2021
Attach 10 - PRQE 063118 Statement of Work (SOW).pdf	PDF	Nov 5, 2021
Attach 11 - PRQE 063118 Specifications.pdf	PDF	Nov 5, 2021
Attach 12 - PRQE 063118 Drawings.pdf	PDF	Nov 5, 2021
Attach 14 - PRQE 063118 Submittal Register.xls	XLS spreadsheet	Nov 5, 2021
Attach 1 - General Statement of Work (SOW).pdf	PDF	Nov 5, 2021
Attach 13 - PRQE 063118 Phasing Plan.pdf	PDF	Nov 5, 2021
Attach 4 - Wage Det Building KS57 - 30 Jul 21.pdf	PDF	Nov 5, 2021
Attach 5 - Wage Det Heavy KS30 - 6 Aug 21.pdf	PDF	Nov 5, 2021
Attach 8 - Past Present Performance Questionnaire (PPPQ).pdf	PDF	Nov 5, 2021
Attach 3 - MACC General Conditions.pdf	PDF	Nov 5, 2021
Attach 6 - Wage Det Highway KS47 - 25 Jun 21.pdf	PDF	Nov 5, 2021
Attach 9 - PRQE 063118 Price Schedule.xlsx	XLSX spreadsheet	Nov 5, 2021
Attach 15 - NAF General Provisions 2021.pdf	PDF	Nov 5, 2021

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1395868310C Text Box 11/29/2021

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1395868310C Text Box

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1395868310C

6'-0" X 13'-8" X 1'-2"

Typewritten Text

1395868310C Oval

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11/29/2021

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WINDOW TYPE: W4

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EXISTING DOOR & FRAME TO REMAIN AS IS.

11/29/2021

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9. PROVIDE CEILING ACCESS PANEL IN SOUTH ENTRANCE TO CORRIDOR 73 FOR ACCESS TO THE HYDRONIC HEATING WATER BYPASS ASSEMBLY. COORDINATE WITH MECH. SHT MP101.

DOOR DOOR

SIZE NUMBER MAT TYPE

84.1

86.1

89.1

89.2

89.3

89.4

99.1

99.2

99.3

99.4

(2) 3'-o"x7'-o"x2 1/4" AL

(2) 3'-0"X7' -0"X1 -3/4" AL

(2) 3'-0"X7'-0"X2 1/4" AL

(2) 3'-o"x7'-o"x1-3/4" AL

(2) 3'-6"X7'-0"X1-3/4" HM

(2) 3' -6"X7'-0"X1-3/4" HM

(2) 3'-6"X7'-0"X1-3/4" HM

(2) 3'-6"X7'-o"x1-3/4" HM

(2) 3'-o"x7'-o"x1-3/4" HM

3'-o"x7' -o"x1-3/4" HM

3' -o·x1· -o"x1-3/4" HM

2· -o"x7' -o"x1-3/4" HM

3' -o"x7' -o"x1-3/4" HM

3'-o"x7' -o"x1-3/4" HM

(2) 3'-o"x7'-o"x1-3/4" HM

3'-o"x7'-o"x1-3/4" HM

(2) 3' -6"X7'-0"X1-3/4" HM

(2) 3'-6"X7'-o"x1-3/4" HM

(2) 4'-o"x8'-2"x1-3/4" HM

(2) 3'-o"x8'-2"x1-3/4" HM

(2) 4'-o"x8'-2"x1-3/4" HM

3'-o"x7' -o"x1-3/4" HM

(2) 4'-6"X10'-2"X1-3/4" HM

14' -o"x14' -o"x1 -1 /2" HM

3'-o"x7'-o"x1-3/4" HM

~-- REFERTO

WALLPARTITION

5/8" 5/8"

5/8" GYP BRO

RUNNER TRACK

TOP OF HM FRAME

SEE FRAME ELEVS

C ' -'k---++--- 1- - - - -s~

1-,,., HM HEAD REINF

WHERE REQD SEE

SPECS

DOOR

ADJACENT 90 DEG

PARTITION WHERE

APPLICABLE

--...._ DOOR

B C

DOOR SCHEDULE

FIRE FRAME DETAILS

RATING MAT TYPE ,HDIM I

DI HEAD JAMB SILL

- AL 2 4 1/2" 1/AE611 2/AE611 10/AE611

- AL 1 4" EX EX EX

- AL 2 4 1/2" 1/AE611 2/AE611 10/AE611

- AL 2 4" EX EX EX

- HM 2 12 5/8" EX EX EX

- HM 2 10 5/8" EX EX EX

- HM 2 12 5/8" EX EX EX

- HM 2 10 5/8" EX EX EX

- HM 2 12 5/8" EX EX EX

- HM 2 10 5/8" EX EX EX

- HM 2 12 5/8" EX EX EX

- HM 2 10 5/8" EX EX EX

- HM 2 4 7/8" EX EX EX

- HM 2 4 7/8" 8/AE611 9/AE611 10/AE611

- HM 1 10 5/8" EX EX EX

- HM 1 12 5/8" EX EX EX

- HM 1 4 7/8" EX EX EX

- HM 1 12 5/8" EX EX EX

- HM 1 10 5/8" EX EX EX

- HM 1 4 7/8" EX EX EX

45 HM 2 4 7/8" 8/AE611 9/AE611 10/AE611

- HM 1 12 5/8" 11/AE611 9/AE611 -

- HM 2 12 5/8" EX EX EX

- HM 2 10 5/8" EX EX EX

- HM 2 12 5/8" EX EX EX

- HM 2 10 5/8" EX EX EX

- HM 2 12 5/8" EX EX EX

- HM 2 10 5/8" EX EX EX

- HM 2 11 1 /8" EX EX EX

- HM 1 4 7/8" 8/AE611 9/AE611 10/AE611

- HM 2 4 7/8" EX EX EX

- HM 3 - EX EX EX

- HM 1 11 1 /8" EX EX EX

TOP OF H.M. FRAME

SEE FRAME ELEVS.

HM HEAD FRAME

1--++----- DOOR (OR BORROWED / SIDE LITE PER

--~~___,___, ELEVATION)

(O~IT GYP. BD. IN

LAB AND BOILER

ROO~.)

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V/",~<; BRICK VENEER

::/~:'::;:i. -f-f?'.7'.1 -- GROUT AND REINFORCE CELL(S) ----~---1 ~ :· () : ~-l...:::~rit----,1t~~~~~-- HM JAMB FRAME

(SEE HEAD DTL FOR FRAME DIM's)

----- MASONRY JAMB ANCHORS, PER

APPLICABLE WIND LOADING.

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LITE PER ELEVATION)

(O~IT GYP. BD. IN

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HOW

SET

GLAZING

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N y y

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COMMENTS

SEE WINDOW TYPE W1

SEE WINDOW TYPE W3

CD©

DOOR ELEVATIONS

ci w :i::

Cf)

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w a.

~ 3'-0" ~-

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

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

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a. (.)

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a. (.)

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WINDOW TYPES

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PER SCHEDULE

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• ,2" ,2"

FF /

8'-0" ~\ ~E611" 2",, 2"

3'-0" 3'-0" 8"

9 FP FP

" FP FP •, 'F ---' s-

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PER SCHEDULE ---t-t-+1------+-+---++-

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I AEI

X X k'"')l14ol-- CUT OUT GROUT JOINT AND

~ INSTALL 5"X3.5"X5/16"L LLH

WI TH MIN. 8" BRG. EA. END.

'\ f I_

'\~+-+-- WELD THE TWO ANGLES

TOGETHER. JL2 @12

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

~ 9'-4"

3 EQUAL SPACES

1/ e - ~ - /s ;

W4 ~1/

ALUM FRAME-,

SEE 5/AE611~

'.AE501.'

a:: w w _J

a. -'wl<=r ¥::f::l~~~~~~:::f-~T~O;P~OF H.M. FRAME

SEE FRAME ELEVS.

'----+- CAULK & BACKER

ROD (TYP.)

SEE 5/AE611~

--"'--.-""'-.1 ~ :: ;x~ // _x.,,..~x #

I I

'---+- ALUM HEAD FRAME

'--+-----f- DOOR PER SCHEDULE

4 1/2"

D i---+----+- DOOR PER SCHEDULE

~+- ALUM THRESHOLD

CAULK (TYP.)

DOOR MATERIAL LEGEND

DOOR AND FRAME MATERIAL (MAT)

EX = EXISTING

HM = HOLbOW ~ETAL ~STEEL;

AL = ALU INU STOR FRON

WO = FLUSH WOOD DOOR

GLASS

N = NO GLASS

Y = TEMPERED GLASS

FP = IN SULA TED GLAZING MEETING AT /FP REQ.

DOOR COMMENTS

CD = PAINT (DOOR & FRAME)

SEALANT

AND SHIM

/E!:

/ I

~~ "- CAULK & BACKER

1"-"- ROD (TYP.)

I "'--+- ALUM FRAME

,4 1/2

, SEE 5/AE611

OUTSIDE PANE:

J" SOLAR BRONZE

CAULK (TYP.) ___,,

' I

IX) '

\ - PER SCHEDULE

~-SOLID SURFACE

WINDOW SILL (SSM-1)

TEMPERED LOW E INSIDE PANE;

GLASS-+----+-+11I■-i--+--+--1° LAMINATED CLEAR GLASS

· ALUM FRAME

SEALANT I CAULK (TYP.)

AND SHIM SOLID SURF ACE

• WINDOW SILL

(ssM-1)

11---+-SOLID SURFACE

"' APRON (SSM-1)

K~i-HI---PRE-FIN. BRAKE

SHERWIN WILLIAMS/ BACKDROP /SW7025 OR APPROVED

MTL. SILL

EQUAL.

@ = HEAVY DUTY DOOR WITH 14 GA. FACE SHEETS

@ = RETURN EXISTING DOOR HARDWARE TO USER.

® = DOOR TO GET NEW WEATHER STRIPPING.

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SHEET

REF NO

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Sheet 20 of 71

100% IFC

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WINDOW W4: NOTE 8, SHEET AE104

11/29/2021

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10. ROOMS 76-99 (EXCLUDING ROOM 90) TO RECEIVE INTERIOR SIGNAGE. SEE DETAILS 1/IN601 AND 2/IN601.

11. WINDOW BLINDS WB-1 TO BE INSTALLED ON ALL EXTERIOR WINDOW TYPES. SEE SHEET AE611.

STORAGE

BOILER

ROOM

WOMENS

LACTATION

M-401

M A

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S C

F S

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D I N

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A AREA B - MECHANICAL ROOM NEW WORK PLAN

1/4"=1'-0"

1' 2'0' 8'4'

SCALE 1/4"=1'-0"

B MECHANICAL SECTION

1/4"=1'-0"

C DOAS UNIT SERVICE PLATFORM

1/4"=1'-0"

AutoCAD SHX Text T

AutoCAD SHX Text

SD-2

AutoCAD SHX Text 6"

AutoCAD SHX Text

SD-1

AutoCAD SHX Text 8"

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(TYP 2)

AutoCAD SHX Text 8"

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36" SA

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3/4"HWS 3/4"HWR

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3/4"HWS 3/4"HWR

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3"CHS 3"CHR

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RG-1

AutoCAD SHX Text 24"x12"

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3"NG

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SUPPLY FAN

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CWC

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RETURN AIR

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RG-1

AutoCAD SHX Text 24"x12"

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AutoCAD SHX Text 48"x26"RA

AutoCAD SHX Text 24"x18"

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MVD

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MVD

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MVD

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MVD

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SG-2

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ATTIC

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2-1/2"HWS 2-1/2"HWR

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AutoCAD SHX Text 10"x10"

AutoCAD SHX Text 36"%%C

AutoCAD SHX Text 48"X26"

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DOAS

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SCREEN WALL PER ARCHITECT.

AutoCAD SHX Text OUTDOOR AIR INTAKE WITH BIRD SCREEN. BOTTOM OF OPENING MINIMUM 10'-0" ABOVE GRADE.

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SUPPORT INTAKE FROM DOAS UNIT SUPPORT STRUCTURE.

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FABRICATE HOT-DIP GALVANIZED STEEL SUPPORT STRUCTURE FOR DOAS UNIT MOUNTING.

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PROVIDE REINFORCED CONCRETE PAD TO SUPPORT DOAS UNIT PER ARCH. & STRU. DWGS.

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PIPE INSULATION

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CHS CHR

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HWS HWR

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HWP

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HWP

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AHU

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WIRE BASKET CABLE TRAY. REFERENCE TELECOMM

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HWS HWR

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CPVC FLUE & COMBUSTION AIR

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BMS PNL

AutoCAD SHX Text GUARD AND HANDRAILS SHALL BE FABRICATED IN ACCORDANCE 2018 IBC REQUIREMENTS FOR GEOMETRY AND LOADING. ALL RAILING SHALL BE REMOVABLE BY SERVICE PERSONNEL. PROVIDE HOT-DIP GALVANIZED STEEL GRATING WITH 1/2" OPENINGS. SUPPORT GRATING AT 48" O.C. SHIPS LADDERS PER PLAN.

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DOAS

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AutoCAD SHX Text FIELD FABRICATED SERVICE PLATFORM AROUND DOAS UNIT. FABRICATE PLATFORM BASED ON ACTUAL EQUIPMENT FURNISHED. DESIGN FOR 40 PSF LIVE LOAD.

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%%UKEY PLAN

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AREA B

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AREA C

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AREA A

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NORTH

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1. DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT GENERAL DRAWINGS ARE DIAGRAMMATIC ONLY AND REPRESENT GENERAL SCOPE OF WORK. CONTRACTOR IS RESPONSIBLE TO REVIEW ALL CONSTRUCTION DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS THAT MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE CONSTRUCTION DOCUMENTS. NOTIFY CONTRACTING OFFICER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO BID. 2. INFORMATION SHOWN IS INTENDED TO EXPRESS THE GENERAL INFORMATION SHOWN IS INTENDED TO EXPRESS THE GENERAL LAYOUT OF THE MECHANICAL SYSTEMS AND THE SCOPE OF WORK TO BE PERFORMED. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AT THE PROJECT SITE AND TO PERFORM THE WORK AS REQUIRED TO MEET THE EXISTING CONDITIONS AND THE INTENT OF THE WORK INDICATED. 3. SEE ARCHITECTURAL AND STRUCTURAL DRAWING SHEET S-001 SEE ARCHITECTURAL AND STRUCTURAL DRAWING SHEET S-001 FOR WALL PENETRATION REQUIREMENTS. 4. PROVIDE 3/4" MANUAL AIR VENT (BALL VALVE) WITH THREADED PROVIDE 3/4" MANUAL AIR VENT (BALL VALVE) WITH THREADED HOSE CONNECTION AND CAP AT ALL TURN DOWNS AND AT ALL HIGH POINTS IN HYDRONIC PIPING SYSTEMS. 5. PROVIDE 3/4" DRAIN (BALL VALVE) WITH THREADED HOSE END PROVIDE 3/4" DRAIN (BALL VALVE) WITH THREADED HOSE END CONNECTION AND CAP AT ALL LOW POINTS IN HYDRONIC PIPING SYSTEMS. 6. MINIMUM BRANCH PIPE SIZE TO TERMINAL UNITS, UNIT HEATERS MINIMUM BRANCH PIPE SIZE TO TERMINAL UNITS, UNIT HEATERS AND FIN TUBE HEATERS SHALL BE 3/4" UNLESS INDICATED OTHERWISE. 7. PROVIDE 3/4" DRAIN (BALL VALVE) WITH THREADED HOSE END PROVIDE 3/4" DRAIN (BALL VALVE) WITH THREADED HOSE END CONNECTION AND CAP AT ALL STRAINERS, EXPANSION TANKS, STORAGE TANKS, AIR SEPARATORS AND POT FEEDERS. 8. DISCHARGE CONNECTION FROM ALL AUTOMATIC AIR VENTS IN DISCHARGE CONNECTION FROM ALL AUTOMATIC AIR VENTS IN HEATING HOT WATER SYSTEM SHALL BE PIPED TO EXISTING FLOOR DRAIN IN MECHANICAL ROOM. TERMINATE WITH INDIRECT CONNECTION. 9. DISCHARGE CONNECTION FROM ALL AUTOMATIC AIR VENTS IN DISCHARGE CONNECTION FROM ALL AUTOMATIC AIR VENTS IN CHILLED WATER SYSTEM SHALL BE PIPED TO GLYCOL MAKEUP UNIT RECEIVER. TERMINATE ABOVE GLYCOL TANK WITH INDIRECT CONNECTION. 10. BOILER INSTALLATION SHALL FULLY COMPLY WITH THE CURRENT BOILER INSTALLATION SHALL FULLY COMPLY WITH THE CURRENT KANSAS BOILER SAFETY ACT AND ASME CSD-1. 11. ALL STORAGE, DRAINS AND HANDLING OF CHILLED WATER SYSTEM ALL STORAGE, DRAINS AND HANDLING OF CHILLED WATER SYSTEM CONTAINING PROPYLENE GLYCOL SHALL BE DONE IN COMPLIANCE OF ALL LOCAL, STATE AND FEDERAL REGULATIONS. CONTRACTOR ENSURE FULL COMPLIANCE. 12. SEE SHEETS AD101 AND MEP01 FOR CONSTRUCTION PHASING SEE SHEETS AD101 AND MEP01 FOR CONSTRUCTION PHASING AND TEMPORARY POWER REQUIREMENTS.

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%%UGENERAL NOTES

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MATCH LINE

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SHEET MH102/MP102

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SHEET MH102/MP102

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MATCH LINE

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GMU

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HWP

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ACC

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DOAS

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AHU

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AutoCAD SHX Text EXISTING CONCRETE PAD TO REMAIN. PROVIDE NEW CONCRETE PAD FOR MOUNTING OF NEW EQUIPMENT. SEE ARCHITECTURAL AND F6/S-001 FOR PAD REQUIREMENTS. PROVIDE NEW CONDENSING BOILERS. ANCHOR TO NEW CONCRETE PAD. SEE SHEET M-703 FOR CONTROL DIAGRAMS AND SEQUENCE OF OPERATION. VERIFY ALL CODE AND MANUFACTURER REQUIRED CLEARANCES ARE MAINTAINED. PROVIDE INDIVIDUAL CPVC FLUE AND COMBUSTION AIR PIPES UP THRU ROOF. VERIFY SIZE BASED ON ACTUAL BOILER FURNISHED. RE: A/M-402. PROVIDE NEW AIR COOLED CHILLER. ANCHOR TO EXISTING CONCRETE PAD. SEE SHEET M-703 FOR CONTROL DIAGRAMS SEE SHEET M-703 FOR CONTROL DIAGRAMS AND SEQUENCE OF OPERATION. VERIFY ALL CODE AND MANUFACTURER REQUIRED CLEARANCES ARE MAINTAINED. PROVIDE NEW OUTDOOR AIR INTAKE LOUVER AS HIGH AS POSSIBLE IN EXISTING EXTERIOR WALL OPENING. PROVIDE PLENUM AND INSULATED PARALLEL BLADE CONTROL DAMPER AND BUG SCREEN TO MATCH LOUVER SIZE. SEE ARCHITECTURAL AND D6/S-001 FOR WALL INFILL AND LOUVER FRAMING. PROVIDE NEW DEDICATED OUTDOOR AIR SUPPLY UNIT. PROVIDE NEW GALVANIZED STEEL SUPPORT STRUCTURE AND ANCHOR TO NEW EXTERIOR CONCRETE PAD. VERIFY ALL CODE VERIFY ALL CODE AND MANUFACTURER REQUIRED CLEARANCES ARE MAINTAINED. SEE ELEVATION THIS SHEET. RE: 2/M-702 FOR CONTROL DIAGRAMS AND SEQUENCE OF OPERATIONS. PROVIDE NEW OUTDOOR AIR DUCTWORK AS HIGH AS POSSIBLE THRU EXISTING EXTERIOR WALL OPENING. SEE EXISTING EXTERIOR WALL OPENING. SEE ARCHITECTURAL AND D6/S-001 FOR WALL INFILL AND LOUVER FRAMING. PROVIDE NEW OPENING IN EXISTING FIRE RATED BOILER ROOM WALL AND INSTALL NEW FIRE DAMPER WITH ACCESS DOOR. RE: 2/M-503. SEE ARCHITECTURAL AND A5, A6, AND B5/S-001 FOR LINTELS AT WALL OPENING. PROVIDE NEW NATURAL GAS REGULATOR, METER AND PIPING TO NEW MECHANICAL EQUIPMENT. RE: 7/M-503. PROVIDE NEW IN-LINE PRIMARY BOILER PUMP AND ACCESSORIES. RE: 1/M-703 AND 7/M-501. PROVIDE NEW IN-LINE SECONDARY HEATING WATER PUMPS AND ACCESSORIES. SUPPORT FROM NEW CONCRETE PAD. RE: 1/M-703, 3/M-502, AND F6/S-001. PROVIDE NEW HORIZONTAL EXPANSION TANK OVERHEAD. RE: 1/M-501 AND SHEET M-604. PROVIDE NEW AIR SEPARATOR. RE: 2/M-501 AND SHEET M-604 PROVIDE NEW CHEMICAL POT FEEDER. RE: 8/M-501 AND SHEET M-604. PROVIDE NEW GLYCOL MAKEUP UNIT. ANCHOR TO NEW CONCRETE PAD. RE: 9/M-501 AND 2/M604. PROVIDE NEW NEUTRALIZING TANK WITH EACH BOILER. ROUTE CONDENSATE DRAIN FROM BOILER THROUGH NEUTRALIZING TANK. ROUTE DISCHARGE TO NEAREST FLOOR DRAIN. PROVIDE NEW OUTDOOR AIR TEMPERATURE SENSOR FOR BOILER TEMPERATURE RESET. RE: 1/M-703. PROVIDE HARDWIRED BOILER EMERGENCY SHUTDOWN SWITCH AT LOCATION SHOWN. SWITCH SHALL BE PROTECTED WITH HINGED CLEAR PLASTIC COVER AND SHALL BE LABELED WITH ENGRAVED PLACARD "BOILER EMERGENCY SHUTDOWN". SWITCH SHALL BE WIRED TO THE BOILER SAFETY SHUTDOWN CIRCUIT. COORDINATE WITH ELECTRICAL CONTRACTOR. RE: 7/M-503. PROVIDE UNIT HEATER AND THERMOSTAT. SUSPEND FROM STRUCTURE ABOVE WITH VIBRATION ISOLATION. RE: 4/M-502. SEE SHEET M-703 FOR MECHANICAL ROOM TEMPERATURE CONTROL SEQUENCE OF OPERATION. (TYPICAL). PROVIDE NEW AIR HANDLING UNIT. ANCHOR TO EXISTING CONCRETE PAD. RE: 1M-702 FOR CONTROL DIAGRAMS AND RE: 1M-702 FOR CONTROL DIAGRAMS AND SEQUENCE OF OPERATION. VERIFY ALL CODE AND MANUFACTURER REQUIRED CLEARANCES ARE MAINTAINED. PROVIDE NEW EXHAUST FAN ON NEW ROOF CURB. PROVIDE NEW OPENING THRU ROOF. RE: 5/M-503 & A/M-402. SEE D5/S-001 FOR PENETRATION AND FRAMING DETAILS. COORDINATE EXACT PIPE LOCATION WITH ALL OTHER TRADES. SUSPEND FROM STRUCTURE ABOVE. PROVIDE SLEEVED PENETRATIONS THRU FULL HEIGHT WALLS. ROUTE CHILLED WATER PIPE ABOVE GRADE. PROVIDE PEDESTAL PIPE SUPPORTS FROM EXISTING CONCRETE SLAB. ALL EXTERIOR PIPE SHALL BE INSULATED AND JACKETED WITH ALUMINUM JACKET PER SPECIFICATIONS. INSULATED 300 GALLON CHILLED WATER BUFFER TANK WITH HI-LOW CONNECTIONS AND AUTOMATIC AIR VENT. MOUNT ON NEW CONCRETE PAD. RE: 7/M-502 AND 2/M-604. PROVIDE BALANCE VALVES IN HEATING WATER RETURN PIPE. BALANCE TO GPMS INDICATED ON DIAGRAM 1/M-604. BMS CONTROL PANEL(S) IN THE VICINITY OF THE REMOVED CONTROL PANELS. COORDINATE WITH ELECTRICAL CONTRACTOR. PROVIDE NATURAL GAS CONNECTION TO DOAS UNIT. RE:7/M-503. BOILER CONNECTION DE-COUPLING BRIDGE TO HYDRONIC HEATING SYSTEM. RE: 6/M-502. PROVIDE CONNECTION TO CHILLED WATER COIL. RE:2/M-502. PROVIDE 36" WIDE FIELD FABRICATED HOT-DIP GALVANIZED STEEL SERVICE PLATFORM WITH REMOVABLE RAILING AROUND DOAS UNIT. PROVIDE SHIPS LADDER ON BOTH ENDS. SEE DETAIL THIS SHEET FOR ADDITIONAL REQUIREMENTS

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1395868310C Text Box 11/29/2021

1395868310C Text Box PROVIDE NEW CONCRETE PAD FOR MOUNTING OF NEW EQUIPMENT. SEE ARCHITECTURAL AND 3/AE101 FOR REQUIREMENTS

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AE101 REV 11-29-2021

AE103 REV 11-29-2021

AE104 REV 11-29-2021.1

AE111 REV 11-29-2021

AE611 REV 11-29-2021

IN601 REV 11-29-2021

M-401 REV 11-29-2021

File details come from the government source that posted it. Updated Nov 30, 2021.