B.08_RTA Drawings Set July 2021.pdf

PDF 38 MB Posted Jul 16, 2021

Attached to: White Sands Missile Range Building 460 Renovations
Solicitation number: W9126G21B0049
Issued by: Department of the Army Corps of Engineers Engineering District Fort Worth

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Written by GovTribe AI · Dec 28, 2023

This document provides details for a federal contract solicitation for renovation work at White Sands Missile Range in New Mexico. The solicitation will be issued as an Invitation for Bid to renovate Building 460 to accommodate family and morale services. Work includes replacing ceilings, lighting, plumbing fixtures, HVAC systems, electrical panels, and structural repairs, along with new interior offices, fire sprinklers, and a mass notification system. The solicitation is set aside for small businesses and falls under NAICS code 236220 with a size standard of $39.5 million. Bids are due by August 9th, 2021 with anticipated award by the same date. The Department of the Army Corps of Engineers Engineering District Fort Worth will issue the solicitation. Interested parties must register in the System for Award Management and with the contracting officer by the specified dates.

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1 2 3

BUILDING 460-RENOVATION

WSMR, ARMY POST

WHITE SANDS MISSILE RANGE, NM 88002

SOLICITATION NO: W9126G2180049

CONTRACT NO:

THIS PROJECT WAS DESIGNED BY THE TULSA DISTRICT OF THE

U.S. ARMY CORPS OF ENGINEERS. THE INITIALS OR SIGNATURES

AND REGISTRATION DESIGNATIONS OF INDIVIDUALS APPEARING

ON THESE PROJECT DOCUMENTS ARE WITHIN THE SCOPE OF

THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

PLOT DATE:

FILE PATH:

5 6 7

THIS PROJECT WAS DESIGNED BY THE TULSA DISTRICT ARMY CORPS OF ENGINEERS.

SIGNATURES AFFIXED INDICATE OFFICIAL RECOMMENDATIONS AND APPROVAL OF ALL

DRAWINGS IN THE SET AS INDEXED. THE INITIALS OR SIGNATURES AND REGISTRATION

DESIGNATIONS OF INDIVIDUALS APPEAR ON THESE PROJECT DOCUMENTS WITHIN THE

SCOPE OF THEIR EMPLOYMENT AS REQUIRED BY ER 1110-1-8152.

9 10

SHEET NUMBER SHEET NAME SHEET ISSUE DATE

GENERAL

G-001 COVER SHEET/DRAWING INDEX 9/4/2020

G-002 GENERAL NOTES AND ABBREVIATIONS 9/4/2020

G-003 PROJECT LOCATION AND SITE LA YD OWN /STAGING AREA 9/4/2020

Gl-001 LIFE SAFETY PLAN 9/4/2020

ARCHITECTURE

AD-101 FIRST FLOOR DEMOLITION PLAN 9/4/2020

AD-102 BASEMENT DEMOLITION PLAN 9/4/2020

AD-103

HAZARDOUS MATERIAL SURVEY REPORT

5/24/2021

LOCATION PLANS

A-101 FIRST FLOOR PLAN 9/4/2020

A-102 BASEMENT PLAN 9/4/2020

A-103 REFLECTED CEILING PLAN 9/4/2020

A-104 ROOF PLAN 9/4/2020

A-601 DOOR/WINDOW SCHEDULE AND DETAILS 9/4/2020

A-602 MILLWORK ELEVATIONS AND DETAILS 9/4/2020

IF-101 ROOM FINISH SCHEDULE AND LEGEND 9/4/2020

IF-102 FINISH FLOOR PLAN 9/4/2020

IF-501 SIGNAGE 9/4/2020

STRUCTURAL

S-001 GENERAL NOTES 9/4/2020

S-101 STRUCTURAL PLANS 9/4/2020

S-301 STRUCTURAL ELEVATIONS AND DETAILS 9/4/2020

MECHANICAL

M-001 MECHANICAL LEGENDS & SYSMBOLS 9/4/2020

M-002 MECHANICAL LEGENDS & SYSMBOLS 9/4/2020

MD-101 MECHANICAL FLOOR PLAN DEMO 9/4/2020

MD-102 MECHANICALROOF PLAN DEMO 9/4/2020

MD-103 BASEMENT DEMOLITION PLAN 9/4/2020

M-101 MECHANICAL FLOOR PLAN 9/4/2020

M-102 MECHANICAL ROOF PLAN 9/4/2020

M-103 MECHANICAL BASEMENT PLAN 9/4/2020

M-104 BASEMENT BOILER PIPING ISOMETRIC 9/4/2020

M-201 MECHANICAL HYDRONICS 9/4/2020

M-202 MECHANICAL HYDRONICS ISOMETRIC VIEW 9/4/2020

M-501 MECHANICAL DETAILS 9/4/2020

M-502 MECHANICAL DETAILS 2 9/4/2020

M-601 MECHANCALEQUIPMENTSCHEDULE 9/4/2020

M-602 MECHANCALEQUIPMENTSCHEDULE 9/4/2020

M-603 MECHANCALEQUIPMENTSCHEDULE 9/4/2020

M-701 HVAC CONTROLS-SYSTEM ARCHITECTURE 9/4/2020

M-702 HVAC CONTROLS-HEATING WATER SYSTEM 9/4/2020

M-703 HVAC CONTROLS-HEATING HOT WATER POINTS 9/4/2020

M-704 HVAC CONTROLS-RTU DIAGRAM 9/4/2020

M-705 HVAC CONTROLS-RTU-1,2 POINTS LIST 9/4/2020

M-706 HVAC CONTROLS-RTU-3 DIAGRAM 9/4/2020

M-707 HVAC CONTROLS-RTU-3 POINTS LIST 9/4/2020

M-708 HVAC CONTROLS-EXHAUST FAN 9/4/2020

M-709 HVAC CONTROLS-VAV WITH HW REHEAT DIAGRAM 9/4/2020

M-710 HVAC CONTROLS-UNIT HEATER 9/4/2020

M-711 HVAC CONTROLS-DUCTLESS SPUT SYSTEM 9/4/2020

PLUMBING

P-001 PLUMBING LEGEND AND SYMBOLS 9/4/2020

PD-101 PLUMBING FLOOR PLAN DEMO 9/4/2020

P-101 PLUMBING FIRST FLOOR 9/4/2020

P-102 BASEMENT WATER HEATER ISOMETRIC 9/4/2020

P-501 PLUMBING DETAILS 9/4/2020

P-601 PLUMBING SCHEDULES 9/4/2020

ELECTRICAL

E-001 ELECTRICAL LEGENDS AND SYMBOLS 9/4/2020

ED101 LIGHTING PLAN-DEMO 9/4/2020

ED102 POWER PLAN-DEMO 9/4/2020

ED103 ROOF PLAN-DEMO 9/4/2020

E-101 LIGHTING PLAN-IMPROVEMENTS 9/4/2020

E-102 POWER PLAN-IMPROVEMENTS 9/4/2020

E-103 ELECTRICAL ROOF PLAN IMPROVEMENTS 9/4/2020

E-501 ELECTRICAL DETAILS 9/4/2020

E-601 EXISTING AND NEW RISER DIAGRAM 9/4/2020

E-602 PANEL SCHEDULES- EXISTING I 9/4/2020

E-603 PANEL SCHEDULES- EXISTING II 9/4/2020

E-604 PANEL SCHEDULES- EXISTING Ill 9/4/2020

E-605 UPDATED PANEL SCHEDULES I 9/4/2020

E-606 UPDATED PANEL SCHEDULES II 9/4/2020

E-607 UPDATED PANEL SCHEDULES Ill 9/4/2020

TELECOMMUNICATIO

T-101 TELECOMMUNICATION PLAN 9/4/2020

T-501 TELECOMMUNICATION DETAILS 9/4/2020

FIRE PROTECTION

FA001 FIRE ALARM/ MASS NOTIFICATION PLAN 9/4/2020

FP001 FIRE SPRINKLER PLAN 9/4/2020

REVIEWED BY: APPROVED BY:

SHAWN PAINTER, P.E. KATHRYN WHITE, P.E.

CHIEF, ENGINEERING BRANCH CHIEF, ENGINEERING & CONSTRUCTION DIVISION

m US Army Corps of Engineers® Fort Worth District

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JULY 2021

DESIGN CRITERIA

STEEL MATERIAL TABLE

STEEL ELEMENT ASTM/TYPE Fy (KSI) Fu (KSI) COMMENTS

ADHESIVE ANCHORS A193 B7 -- 125 THREADED ROD

ANCHOR RODS F1554 GR 55 55 75 WELDABLE, HEAVY HEX HEADED

BOLTS A325 OR F1852 -- 120 --

DAS A496 70 80 --

HAS A108 51 65

OTHER SHAPES A36 36 58 --

PLATES A36 36 58 --

RECT HSS A500 GR B 46 58 --

WELDING ELECTRODES E70 -- -- PER AWS

A992 50 65 --

STUDS ARE 3/4"Ø UNO

W, WT

1. CODES AND STANDARDS:

A. GENERAL DESIGN

INTERNATIONAL BUILDING CODE, 2018

B. LOADS

ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

UFC 1-200-01, DoD BUILDING CODE (GENERAL BUILDING REQUIREMENTS), 8 OCTOBER 2019

UFC 3-301-01, STRUCTURAL ENGINEERING, 01 OCTOBER 2019

C. CONCRETE

ACI 318-14: "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE"

D. STEEL

ANSI/AISC 360: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, 14TH EDITION

2. DESIGN LOADS:

RISK CATEGORY II

A. DEAD LOADS:

ROOF DEAD LOAD.................................................................................................. 11.25 PSF AHU DEAD LOAD..................................................................................................... 2.5 K (MAX) MECHANICAL DUCT ALLOWANCE......................................................................... 4.0 PSF MISCELLANEOUS.................................................................................................... 3.0 PSF EXISTING JOISTS LOAD (SJ 124)........................................................................... 6.0 PLF

B. LIVE LOADS:

ROOF LIVE LOAD, NON-REDUCIBLE..................................................................... 20 PSF

B. SNOW LOADS:

GROUND SNOW LOAD........................................................................................... 0 PSF

3. OTHER DESIGN CRITERIA:

A. DEFLECTION CRITERIA:

ROOF MEMBERS, NOT SUPPORTING CEILING (ROOF LIVE LOAD).................... L/180

ROOF MEMBER, NOT SUPPORTING CEILING (DEAD + LIVE LOAD).................... L/120

GENERAL REQUIREMENTS

1. GENERAL:

A. ENGINEER: REFERENCES ON THE STRUCTURAL DRAWINGS TO ‘ENGINEER’ MEAN THE STRUCTURAL

ENGINEER OF RECORD.

B. THESE NOTES SUPPLEMENT THE SPECIFICATIONS, WHICH SHALL BE REFERENCED FOR ADDITIONAL

REQUIREMENTS.

C. STRUCTURAL ELEMENTS ARE CENTERED ON GRID LINES AND GRID LINES INTERSECTIONS UNLESS

DIMENSIONED OTHERWISE.

2. USE OF DRAWINGS:

A. DO NOT SCALE DRAWINGS.

B. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL NOTES, AND SPECIFICATIONS, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DETAILS NOTED AS TYPICAL APPLY TO ALL SIMILAR CONDITIONS.

WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL SUBMIT A REQUEST FOR INFORMATION.

3. TEMPORARY CONDITIONS:

A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FO FURNISHING ALL TEMPORARY BRACING AND/OR SUPPORT THAT IS REQUIRED PRIOR TO ANY DEMOLITION OR REMOVAL OF EXISTING COMPONENTS. CONTRACTOR CONSTRUCTION METHODS, SEQUENCING, AND SHORING PLAN MUST BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION.

4. OSHA STANDARDS DURING CONSTRUCTION:

A. THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO

COMPLY WITH ALL OSHA REQUIREMENTS.

B. WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE

STRUCTURAL DRAWINGS REPRESENT FINAL CONDITIONS ONLY. THE CONTRACTOR SHALL ADD ALL

ERECTION FRAMING NECESSARY TO COMPLY WITH OSHA.

5. CONSTRUCTION ENGINEERING:

THE STRUCTURE DEFINED ON THE CONTRACT DOCUMENTS HAS BEEN DESIGNED ONLY FOR LOADS

ANTICIPATED ON THE STRUCTURE DURING ITS SERVICE LIFE. PROVIDE ALL REQUIRED ENGINEERING AND OTHER MEASURE TO ACHIEVE THE MEANS, METHODS, AND SEQUENCES OF WORK. SUCH ENGINEERING

WORK SHALL INCLUDE, BUT IT NOT LIMITED TO:

-LAYOUT

-DESIGN FOR FORMWORK

-DESIGN FOR SHORING

-DESIGN OF CONCRETE MIXES

-ERECTION PROCEDURES WHICH ADDRESS STABILITY OF THE FRAME DURING CONSTRUCTION

-WELD PROCEDURES

-SURVEYING TO VERIFY CONSTRUCTION TOLERANCES

-STRUCTURAL ENGINEERING TO RESIST ANY OTHER LOADS NOT IDENTIFIED ON DESIGN DRAWINGS.

6. COORDINATION

A. STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH CIVIL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS

INTO SHOP DRAWINGS AND WORK.

B. COORDINATE DIMENSIONS OF ALL OPENINGS, BLOCKOUTS, DEPRESSIONS, ETC. WITH ARCHITECTURAL FRAWINGS, DRAWINGS FROM OTHER DISCIPLINES, AS-BUILT DRAWINGS, AND FIEL CONDITIONS PRIOR TO

SHOP DRAWING SUBMITTAL.

C. SEE ARCHITECTURAL PLANS FOR INTERIOR PARTITIONS.

D. COORDINDATE CONCRETE INFILL CONSTRUCTION WITH SITE WORK CONTRACTOR.

STEEL NOTES

1. WELDING REQUIREMENTS:

A. WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE A.W.S

QUALIFICATION TESTS.

B. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16" FILLET, CONTNUOUS UNLESS OTHERWISE

NOTED.

C. WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED.

INCREASE WELD SIZE IF GAPS EXIST AT THE FAYING SURFACE.

D. WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY ANSI/AISC 360 TABLES J2.3

AND J2.4.

E. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED.

F. FIELD WELDING SYMBOLS INDICATE SUGGESTED CONSTRUCTION PROCEDURES.

STRUCTURAL TESTS AND INSPECTIONS

1. GENERAL:

A. GENERAL

PERFORM STRUCTURAL TESTS AND SPECIAL INSPECTIONS FOR ALL STRUCTURAL MEMBERS AND

ASSEMBLIES AS NOTED IN SECTIONS BELOW.

REFER TO THE SPECIFICATIONS FOR ADMINISTRATIVE AND PROCEDURAL REQUIREMENTS FOR QUALITY

ASSURANCE AND QUALITY CONTROL.

B. DEFINITIONS

SPECIAL INSPECTION: INSPECTION PERFORMED BY THE OWNER'S DESIGNATED REPRESENTATIVE ENGAGED TO PERFORM INSPECTIONS ACCORDING TO IBC 2018 SECTION 1704. THESE INSPECTIONS ARE IN

ADDITION TO THE INSPECTIONS SPECIFIED ACCORDING TO IBC 2018 SEFCTION 109.

(P) PERIODIC INSPECTION: THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK BY THE OWNER'S DESIGNATED REPRESENTATIVE PRESENT IN THE AREA WHERE THE WORK HAS BEEN OR IS BEING

PERFORMED, AND AT THE COMPLETION OF THE WORK.

(C) CONTINUOUS INSPECTION: THE FULL-TIME OBSERVATION OF WORK BY THE OWNER'S DESIGNATED REPRESENTATIVE PRESENT IN THE ARE WHERE THE WORK HAS BEEN OR IS BEING PERFORMED, AND AT

THE COMPLETION OF THE WORK.

(T) TESTING: TESTING BY THE OWNER'S DESIGNATED REPRESENTATIVE

2. STRUCTURAL STEEL CONSTRUCTION

A. FRAMING (C)

CONTINUOUS INSPECTION TO VERIFY SHAPES AND PLATES CONFORM TO ASTM STANDARD SPECIFIED IN

THE CONSTRUCTION DOCUMENTS.

VERIFY MANUFACTURER'S CERTIFIED MILL TEST REPORTS

CONTINUOUS INSPECTION OF STEEL FRAMING TO VERIFY MEMBERS AND CONNECTIONS ARE IN

COMPLIANCE WITH THE CONSTRUCTION DOCUMENTS.

PERIODIC INSPECTION OF ALL BOLTED CONNECTIONS TO VERIFY CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND PROPERLY SNUGGED AND VERIFY COMPLIANCE WITH AISC 360 LATEST EDITION.

PROVIDE INSPECTION FOR 10% OF ALL BOLTS BUT NOT LESS THAN 2 BOLTS PER CONNECTION.

B. WELDING (C)

ALL WELDS SHALL BE VISIBLY INPECTED IN ACCORDANCE WITH AWS D1.1

1. GENERAL:

A. ACCOMPLISH WORK IN ACCORDANCE WITH THE MOST RECENT ACI PUBLICATIONS. PROVIDE CONCRETE THAT MEETS THE

REQUIREMENTS OF ASTM C94/C94M.

B. EXPANSION/CONTRACTION JOINT FILLER TO FOLLOW ASTM D1751 OR D1752 TYPE 1. MATERIAL MUST BE 1/2 INCHES THICK.

C. SURFACES AGAINST WHICH CONCRETE IS TO BE PLACED MUST BE FREE OF DEBRIS, LOOSE MATERIAL, STANDING WATER, AND OTHER DELETERIOUS SUBSTANCES BEFORE START OF CONCRETE PLACING.

D. PLACE AND SECURE ANCHORS, BOLTS, AND OTHER SUCH ITEMS IN POSITION BEFORE CONCRETE PLACEMENT AND

SUPPORT AGAINST DISPLACEMENT.

E. SURFACES OF SET CONCRETE AT JOITS, MUST BE ROUGHENED AND CLEANED OF LAITANCE, COATINGS, LOOSE PARTICLES, AND FOREIGN MATTRS. ROUGHEN SURFACES IN A MANNER THAT EXPOSES THE AGGREGATE UNIFORMLY AND DOES NOT LEAVE LAITANCE, LOOSENED PARTICLES OR AGGREGATE, NOR DAMAGED CONCRETE AT THE SURFACE.

F. FINISH FLOOR SLAB INFILL TO MATCH EXISTING FLOORS. PROTECT FINISHED CONCRETE SURFACES FROM DAMAGE BY

CONSTRUCTION OPERATIONS.

2. CONCRETE MIX REQUIREMENTS:

A. STANDARD MIX TO BE SUPPLIED BY REGIONAL READY MIX SUPPLIER TO BE SUBMITTED FOR APPROVAL THAT MEETS THE

FOLLOWING MINIMUM REQUIREMENTS:

28 DAY COMPRESSIVE STRENTGH, f'c .............................................................................. 4,000 KSI NORMAL WEIGHT CONCRETE ............................................................................................ 150 PCF MAXIMUM W/C RATIO, INCLUDING FLY ASH ..................................................................... 0.45 PSF

MINIMUM CEMENT MATERIAL (#/CY), INCLUDING FLY ASH

MAXIMUM AGGREGATE SIZE (IN), ASTM C33/C33M.......................................................... 1" SLUMP LIMITS (IN), TOLERANCE = +1", -1"......................................................................... 4" MAXIMUM TOTAL AIR CONTENT (%), ASTM C260/C260M.................................................. 3% CEMENT TYPE, ASTM C150/C150M ..................................................................................... I OR II REQUIRED ADMIXTURES .................................................................................................... ASR INHIBITOR

B. OTHER REQUIREMENTS:

I. READ-MIXED CONCRETE MANUFACTURER MUST PROVIDE DUPLICATE DELIVERY TICKETS WITH EACH LOAD OF CONCRETE DELIVERED. PROVIDE DELIVERY TICKETS WITH THE INFORMATION REQUIRED BY ASTM C94/C94M INCLUDING.

II. WATER MUST BE POTABLE, FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS, OR

OTHER SUBSTANCES DELETERIOUS TO CONCRETE.

III. FLY-ASH MUST CONSTITUTE A MINIMUM OF 15% BUT NO MORE THAN 25% OF THE TOTAL MASS OF THE CEMENTITIOUS

MATERIALS.

IV. CHECK FIELD DIMENSIONS BEFORE BEGINNING INSTALLATION. DETERMINE QUANTITY OF CONCRETE NEEDED AND

MINIMIZE THE PRODUCTION OF EXCESS CONCRETE.

V. TRANSPORT CONCRETE FROM THE MIXER TO THE FORMS AS RAPIDLY AS PRACTICABLE. PREVENT SEGREGATION OR LOSS OF INGREDIENTS. PLACE CONCRETE WITHIN 90 MINUTES OF EITHER ADDITION OF MIXING WATER TO CEMENT AND AGGREGATES OR ADDITION OF CEMENT TO AGGREGATES IF THE AIR TEMPERATURE IS LESS THAN 84 DEGREES F.

3. CEMENTITIOUS NON-SHRINK GROUT REQUIREMENTS:

A. PROVIDE NONSHRINK GROUT IN ACCORDANCE WITH ASTM C1107/C1107M, GRADES B OR C.

B. ACHIEVE 6000 PSI COMPRESSIVE STRENGTH AT 28 DAYS.

C. CEMENT GROUT MUST CONSIST OF EQUAL PARTS OF PORTLAND CEMENT AND FINE AGGREGATE BY WEIGHT WITH NOT MORE THAN 6 GALLONS OF WATER PER SACK OF CEMENT. APPLY CEMENT GROUT WITH A STIFF BROOM OR BRUSH TO A

MINIMUM THICKENESS OF 1/16 INCH.

D. CEMENTITIOUS MATERIALS MUST BE STORED AND KEPT DRY AND FREE FROM CONTAMINANTS.

CONCRETE NOTES

C.5 C.5

4.5

4.1

C C

D D

S-301

20' - 8" 20' - 4" 20' - 0"

W10X33

HSS6X6X1/4HSS6X6X1/4

EXISTING 8" CMU EXISTING 8" CMU

0' - 6 3/8" 1' - 9" EXISTING SJ124 SPACED @ 2'-8"

56' - 0"

1' - 9" 0' - 4"

EXISTING SJ124 SPACED @ 2'-8"

56' - 0"

1' - 9"

EXISTING 8" CMU

" C M

N G

" C

M U

2" C

M U

2" C

M U

0' - 4 3/8" 1' - 9"

IN FIELD

VERIFY

2' - 8 3/16" 17' - 7 13/16" 4' - 10 3/8"

CMU TO BE

REMOVED

20' - 4" 4' - 10 3/8"

25' - 2 3/8"

C.5 C.5

4.5

4.1

C C

D D

S-301

GB-42 GB-43 GB-44

SF-51 SF-43

P1 P1

20' - 8" 20' - 4" 20' - 0"

0' - 8" 20' - 0" 20' - 4" 20' - 0"

EXISTING EXISTING EXISTING

EXISTINGEXISTING

EXISTING

5/ 8"

EXISTING 4" SLAB W/ #3 REINF

@13" E.W. THICKENED SLAB

EDGES AT GRADE BEAMS

SEE NOTE 1

KEY PLAN

N A

N B

BEAM REPAIR

LOCATION

C C

D D

0.5

2 1

1' - 0" 4' - 0" 4' - 0" 4' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 4' - 0" 5' - 0"

1' - 0"

24' - 8" 49' - 4" 13' - 8"

26' - 9 1/2" 10' - 1 1/2" 11' - 1 3/4"

3' - 8 3/4"

1' - 3 1/4"

5' - 0"

3' - 10 1/4"

1' - 1 3/4"

RTU-1

74' - 0" 13' - 8"

0' - 4" 2' - 5" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 5" 0' - 4"

33' - 5 1/2" 10' - 1 1/2" 28' - 1 3/4"

1' - 5 3/4"

1' - 2 1/4"

2' - 8" 2' - 8" 2' - 8"

0' - 11 1/4"

1' - 8 3/4"

RTU-2

EXISTING 12" CMU

EXISTING 8" CMU

" C M

" C

2" C

/1 6"

REF 6/S-101

D D

E E

4.12

T 5'

O .C

G J

40' - 2 3/8"

40' - 10"

RTU-3

22K5

22KCS3

22K5

EXISTING 8" CMU

" C M

14' - 0 3/4" 4' - 5 1/4" 21' - 8 3/8"

4" 5'

14' - 4 9/16" 4' - 5 1/4" 22' - 0 3/16"

REF 6/S-101

POINT LOAD

L2x2x1/4 EACH SIDE, TYP.

CUT LEG AS REQUIRED

POINT LOAD

1/8

1/8 TYP. AT

EACH END,

EACH ANGLE

NOTE: ADD CHORD AT EVERY PANEL POINT LOCATION

FOR EACH RTU. LOCATIONS TO BE VERIFIED IN FIELD.

C O

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Sh ee t S iz e

D at e:

C on tra ct

N o.

So lic ita tio n N o.

T W

O R

T W

O R

, T

C he ck ed b y:

R ev

M ar k D es cr ip tio n Tr ac ki ng N o.

Ac tio n

D at e

U .S

. A R

M Y

C O

O F

R S

O R

S T

US Army Corps of Engineers ® Fort Worth District

-2 1-

B-

C H

N K, P .E

1 2 3 4 5 6 7 8 9 10

M S

O R

S, P

S O

R R

S, P .E

H G

N , P

O N

W H

D S

G E, N M

S-101

W H

D S

G E

: 4

F Y:

U C

JULY 2021

1/8" = 1'-0"3 Framing Plan Beam Repair

1/8" = 1'-0"1 Foundation Plan Beam Repair

EXISTING FOUNDATION SCHEDULE

TYPE T/FOOTING ELEVATION LENGTH WIDTH DEPTH

SF-51 -3' - 10 1/8" 5' - 6" 5' - 6" 1' - 0"

SF-43 -3' - 6 1/8" 5' - 6" 5' - 6" 1' - 0"

NOTES:

1. DEMO PORTION OF CONCRETE TO TOP OF EXISTING PEDESTAL. VERIFY ON

SITE. DO NOT DAMAGE EXISTING GRADE BEAMS AND FOOTINGS.

2. EXISTING SLAB 4" IN DEPTH WITH ANTICIPATED 4" TURNDOWN. VERIFY

DEPTH TO TOP OF PEDESTAL AT EACH COLUMN.

3. VERIFY LOCATION OF EXISTING REBAR IN PEDESTALS PRIOR TO ANCHOR

DRILLING AND PLACEMENT.

4. DO NOT OVER TIGHTEN NUT AT CANTILEVERED END OF BEAM. THREAD

DEFORMATION BEYOND FINGER TIGHTENING MUST BE AVOIDED.

5. SHORING AND TEMPORARY BRACING OF EXISTING AND REMAINING

STRUCTURAL MEMBERS MUST BE IN PLACE PRIOR TO DEMOLITION AND

CONSTRUCTION IN ACCORDANCE WITH SUBMITTED AND APPROVED SHORING

AND TEMPORARY BRACING PLANS. ANY DEVIATIONS FROM APPROVED PLANS

OR DISCREPANCIES DETERMINED IN THE FIELD MUST BE APPROVED BY THE

EOR PRIOR TO CONTINUED DEMOLITION OR CONSTRUCTION.

3/32" = 1'-0"4 Framing Plan AHU Location A

3/32" = 1'-0"5 Framing Plan AHU Location B

3/4" = 1'-0"6 JOIST REINFORCEMENT @ POINT LOAD

T/Beam 10' - 8"

4.5

EXISTING CMU

WALL

1/2" CAP PL

3/16 2

ACCESS HOLES

3/4" DIA. HILTI HAS EPOXY

CMU ANCHOR

IN4"

W10x33

T/Existing Slab 0' - 0"

C.5

SEE NOTE 1EXISTING

SLAB

PLATE 10x10x3/4" W/ HAS 3/4"

DIA. HIT-HY 200 ANCHOR BOLTS

W/ 3/4" NON-SHRINK GROUT

EXISTING SPREAD

FOOTING AND PEDESTAL

T/Existing Slab 0' - 0"

T/Beam 10' - 8"

C.5

N O

S-301

EXISTING PEDESTAL

AND SPREAD FOOTING

EXISTING OPEN WEB

STEEL JOISTS

HSS 6X6X1/4

W10x33

T/Existing Slab 0' - 0"

T/Beam 10' - 8"

4.5 4.15 3

23' - 0 3/8"

4' - 10 3/8"17' - 4"3' - 0"

20' - 0"20' - 4"20' - 8"

S-301

EXISTING

8" CMUEXISTING

8" CMU

EXISTING CMU

TO BE REMOVED

SEE NOTE 5

W10X33

HSS6X6X1/4

EXISTING OPEN

WEB STEEL JOISTS

S-301

EXISTING

GRADE BEAM

EXISTING SPREAD

FOOTING AND PEDESTAL

T/Beam 10' - 8"

4.1

1/2" CAP PL

W10x33

HSS6x6x1/4 3/162

3/162

T/Beam 10' - 8"

W10X33 3/4" DIA. HILTI HAS EPOXY

CMU ANCHOR

SEE NOTE 4

EXISTING CMU WALL

L3x3x3/8

BOTH SIDES

1 1/2" SLOT TO ALLOW FOR

VERTICAL MOVEMENT

1" 10" 1"

10x10x3/4" PLATE

(4) 3/4" DIA. HAS HIT-HY

200 ANCHOR BOLTS

HSS 6x6x1/4

3/16

1/ 2"

EXISTING PEDESTAL

EXISTING REBAR,

SEE NOTE 3

12"

C O

R U

O N

B R

H a_

SHEET

NUMBER

D ra w n by

D es ig ne d by

Su bm itt ed b y:

Sh ee t S iz e

D at e:

C on tra ct

N o.

So lic ita tio n N o.

T W

O R

T W

O R

, T

C he ck ed b y:

R ev

M ar k D es cr ip tio n Tr ac ki ng N o.

Ac tio n

D at e

U .S

. A R

M Y

C O

O F

R S

O R

S T

US Army Corps of Engineers ® Fort Worth District

-2 1-

B-

C H

N K, P .E

1 2 3 4 5 6 7 8 9 10

M S

O R

S, P

S O

R R

S, P .E

H G

N , P

O N

W H

D S

G E, N M

S-301

W H

D S

G E

: 4

F Y:

U C

N S

JULY 2021

1 1/2" = 1'-0"3 COLUMN TO CMU CONNECTION

1/2" = 1'-0"7 TYPICAL FOUNDATION CONNECTION

1/4" = 1'-0"2 FRAME SECTION

1/4" = 1'-0"1 FRAME ELEVATION

1 1/2" = 1'-0"4 TYP. BEAM TO COLUMN CONNECTION

1 1/2" = 1'-0"5

CANTILEVER BEAM TO CMU

CONNECTION

1 1/2" = 1'-0"8 TYPICAL BASE PLATE DETAIL

NOTES:

1. DEMO PORTION OF CONCRETE TO TOP OF EXISTING PEDESTAL. VERIFY ON

SITE. DO NOT DAMAGE EXISTING GRADE BEAMS AND FOOTINGS.

2. EXISTING SLAB 4" IN DEPTH WITH ANTICIPATED 4" TURNDOWN. VERIFY

DEPTH TO TOP OF PEDESTAL AT EACH COLUMN.

3. VERIFY LOCATION OF EXISTING REBAR IN PEDESTALS PRIOR TO ANCHOR

DRILLING AND PLACEMENT.

4. DO NOT OVER TIGHTEN NUT AT CANTILEVERED END OF BEAM. THREAD

DEFORMATION BEYOND FINGER TIGHTENING MUST BE AVOIDED.

5. SHORING AND TEMPORARY BRACING OF EXISTING AND REMAINING

STRUCTURAL MEMBERS MUST BE IN PLACE PRIOR TO DEMOLITION AND

CONSTRUCTION IN ACCORDANCE WITH SUBMITTED AND APPROVED SHORING

AND TEMPORARY BRACING PLANS. ANY DEVIATIONS FROM APPROVED PLANS

OR DISCREPANCIES DETERMINED IN THE FIELD MUST BE APPROVED BY THE

EOR PRIOR TO CONTINUED DEMOLITION OR CONSTRUCTION.

SHEET

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

F O

R T W

O R

T H D

T R

F O

R T W

O R

T H T

E X

A S

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

2 3 4 5 6 7 8 9 10

Fort Worth District

J U

L Y

A R

M Y C

O R

P S O

F E

N G

E E

R S

B L

D G

E N

O V

A T

P N

W H

E S

A N

D S M

E R

A N

G E

N E

W M

E X

W H

E S

A N

D S M

E R

A N

G E

A Y

L O

R S

C H

A R

Y D

E S

N S

E C

C H

T R

U N

K P .E

BOILER FEED WATER

BOILER BLOW DOWN

AIR RELIEF VENT (VENT)

LOW TEMP HOT WATER RETURN

EXISTING PIPING

PIPE TO BE REMOVED (START/END POINT)

BFW

BBD

(OR) V

HWS

HWR

(NAME)E

(NAME)R

(NAME)A

CONDENSER WATER SUPPLY

CONDENSER WATER RETURN

DRAIN

CWS

CWR

GATE,ANGLE

GLOBE

GLOBE,ANGLE

THREE WAY

BUTTERFLY

BALL

PLUG VALVE

VALVE IN RISER (INDICATE TYPE)

MOTOR

SOLENOID

SWING CHECK

NEEDLE

CALIBRATED BALANCING W/PRESSURE PORTS

HOSE END DRAIN

SCREWED

WELDED

BUSHING

CAP

CONNECTION,BOTTOM

CONNECTION,TOP

CROSS

ELBOW,LONG RADIUS

ELBOW,TURNED UP (RISER UP)

ELBOW,TURNED DOWN (RISER DOWN)

LATERAL

REDUCER,CONCENTRIC

REDUCER,ECCENTRIC

TEE

TEE,OUTLET UP

TEE,OUTLET DOWN

UNION

AIR ELIMINATOR

AIR SEPARATOR

ANCHOR,INTERMEDIATE

ANCHOR,MAIN

HANGER,ROD

HANGER,SPRING

EXPANSION JOINT

EXPANSION LOOP

FLEXIBLE CONNECTOR

FLOW SWITCH

PRESSURE SWITCH

PITCH OF PIPE,RISE(R),DROP(D)

PRESSURE GAUGE & COCK

PUMP,INDICATE USE

THERMOMETER

THERMOMETER,DIAL

THERMOWELL

FLANGED

P D

BELL &

SPIGOT

PIPE ABANDONED IN PLACE(START/END POINT)

LOW TEMP HOT WATER SUPPLY (0-250^F)

ELBOW,90^

ELBOW,45^

THERMOSTAT

CONDENSATE CD

CONDENSATE RETURN CDR

CONDENSATE RETURN PUMPED CDRP

AUTO FLOW CONTROL W/PRESSURE PORTS

DIAPHRAGM

METER(GAS,WATER,ETC)

RPBP

REDUCED PRESSURE BACKFLOW PREVENTER

BOILER WATER SUPPLY

BOILER WATER RETURN

BWS

BWR

TEMPERATURE SWITCH

SP EP

EPSP

STRAINER

STRAINER W/BALL VALVE & CAP

AIR ELIMINATOR

AUTOMATIC AIR VENT

GLOBE (BALANCING)

AUTOMATIC AIR VENT

SUPERVISORY SWITCH

INDICATED ON PLANS)

VALVE IN VALVE BOX(INSTALL VALVE TYPE

VALVE ACTUATORS

VALVES SPECIAL DUTY

ELECTRIC

FITTINGS

PIPING SPECIALTIES

GATE

VALVES FOR SELECTIVE ACTUATORS

UNION, DIELECTRIC

ROOF DRAIN

GAS,NATURAL

WATER

HUMIDSTAT

TRAP,WATER

TRAPS,STEAM,INDICATE TYPE

CONNECT TO EXISTING

VACUUM RELIEF

T-1

WATER HAMMER ARRESTOR(WHA)

TEMPERATURE INDICATOR

PETES PLUG

C DETECTOR (60" AFF)

GENERAL NOTES FOR ALL BUILDINGS:

PIPING PIPING SPECIALTIES

M-001

M E

C H

A N

A L L

E G

E N

D S S

Y M

B O

L S

E R

L A

T E

R P .E

D A

W S

O N

D A

W S

O N

CONTROL LOGIC IS FUNCTIONAL TO INSURE PERFORMANCE AS INTENDED.

17. SYSTEM CONTROLLERS AND EQUIPMENT CARDS SHALL BE FACTORY TESTED TO VERIFY

16. BASE STANDARD IS BACNET CONTROLS.

15. EQUIPMENT AND COMPONENTS SHALL HAVE COMPATIBLE CONTROLS.

14. EQUIPMENT PACKAGES SHALL BE SIMILAR, PROVIDED BY ONE MANUFACTURER.

STATE IN SUBMITTAL, WHICH EQUIPMENT WILL BE UTILIZED.

CLEARLY

EQUIPMENT FROM ONE OF THE APPROVED MANUFACTURERS. CONTRACTOR SHALL

SUBMIT

13. BASIS OF DESIGN CONTAINS SOME VARIABLE SPEED EQUIPMENT, CONTRACTOR MAY

BALANCING OUTSIDE AIR, EXHAUST AIR AND RETURN.

12. PROVIDE MANUAL VOLUME DAMPER ON EACH AIR DEVICE AND DUCT CONNECTION FOR

11. PROVIDE FLEXIBLE DUCT CONNECTIONS TO EACH PIECE OF MECHANICAL EQUIPMENT.

HARD CEILINGS.

10. PROVIDE ACCESS PANELS FOR ALL DAMPERS, HVAC UNITS, EXHAUST FANS, ETC. ABOVE

PRESSURE DROP.

9. ALL RECTANGULAR RADIUS ELBOWS SHALL BE PROVIDED WITH TURNING VANES TO REDUCE

SUBMITTED DOCUMENTING COMPLIANCE.

RECOMMENDED BY THE EQUIPMENT MANUFACTURER. SCALED DRAWINGS SHALL BE

PROVIDE A DEDICATED CLEAR SPACE FOR MAINTENANCE AND SERVICING AS

8. THE ARRANGEMENT AND INSTALLATION OF EQUIPMENT, PIPING AND DUCTWORK SHALL

USED. ALL DUCTING IS EXTERNALLY WRAPPED INSULATION

7. DUCT DIMENSIONS SHOWN ARE CLEAR INSIDE DIMENSIONS. DUCT LINER SHALL NOT BE

6. PROVIDE PIPING EXPANSION JOINTS WHERE PIPING CROSSES BUILDING EXPANSION JOINTS.

AND DRAINAGE REQUIREMENTS.

COORDINATE MECHANICAL ROOM FLOOR DRAIN LOCATIONS WITH EQUIPMENT LOCATIONS 5.

WITH LONG "FLOPPY" LENGTHS OF FLEXIBLE CONDUIT.

ELECTRICAL CONNECTIONS TO MOTORS OR MOTOR POWERED EQUIPMENT SHALL BE MADE 4.

3. CU-1 SHALL BE MOUNTED ON NEOPRENE PADS.

FIRE STOPPING IN FIRE WALLS.

NON-HARDENING CAULKING COMPOUND AT BOTH WALL SURFACES OR AS REQUIRED FOR

FIBROUS FILLER MATERIAL AND SEALED WITH A FIRE RATED UL OR FM LISTED

REST ON THE SLEEVE. THE CLEARANCE SPACE SHALL BE FILLED WITH FIRE RESISTANT

PIPE SHALL BE SUPPORTED ON EITHER SIDE OF THE WALL SO THAT THE PIPE DOES NOT

WITH A 1" CLEARANCE BETWEEN THE PIPE AND PIPE SLEEVE INSTALLED IN THE WALL. THE

PIPES PASSING THROUGH THE MECHANICAL EQUIPMENT ROOM WALLS SHALL BE PROVIDE 2.

WILL BE UTILIZED.

MOUNTING SYSTEM. BEYOND THE THIRD PIPE SUPPORT A STATIC DEFLECTION OF 1/4" TO 1/2"

STATIC DEFLECTION EQUAL TO ONE HALF OF THE STATIC DEFLECTION OF THE EQUIPMENT

NEOPRENE IN SERIES) THE FIRST 3 HANGERS NEXT TO THE EQUIPMENT SHALL HAVE A MIN.

CEILING HANGERS OR FROM FLOOR-MOUNTED RESILIENT SUPPORTS. (SPRING AND

ALL PIPING THAT IS CONNECTED TO EQUIPMENT SHALL BE SUPPORTED FROM RESILIENT 1.

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

F O

R T W

O R

T H D

T R

F O

R T W

O R

T H T

E X

A S

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

2 3 4 5 6 7 8 9 10

Fort Worth District

J U

L Y

A R

M Y C

O R

P S O

F E

N G

E E

R S

B L

D G

E N

O V

A T

P N

W H

E S

A N

D S M

E R

A N

G E

N E

W M

E X

W H

E S

A N

D S M

E R

A N

G E

A Y

L O

R S

C H

A R

Y D

E S

N S

E C

C H

T R

U N

K P .E

NOTES

GRILLE,DIFFUSER,

M-4

M-13M-10

SIZE-CFM-MARK

SECTION IS SHOWN

SHEET NUMBER WHERE

DETAIL IS SHOWN

SHEET NUMBER WHERE

NUMBER

DETAIL

LETTER

SECTION

MISCELLANEOUS

SECTION IS TAKEN

SHEET NUMBER WHERE

AXIAL FLOW

CENTRIFUGAL

ROOF VENT,INTAKE

ROOF VENT,EXHAUST

ROOF VENT,LOUVERED

UNIT HEATER(HORIZONTAL)

DIRECTION OF FLOW

DUCT SIZE,FIRST FIGURE

IS SIDE SHOWN

DUCT SECTION,SUPPLY

DUCT SECTION,RETURN

DUCT SUPPLY,DOWN

DUCT RETURN,DOWN

FLEXIBLE CONNECTION

FLEXIBLE DUCT

CHANGE OF ELEVATION

RISE(R) OR DROP(D)

ACCESS DOOR,VERTICAL

OR HORIZONTAL

TERMINAL UNIT,VARIABLE

VOLUME

TERMINAL UNIT,MIXING

TERMINAL UNIT,REHEAT

SRV-1

ERV-1

12/20

20/12

RH-1

VAV

M-1C H

MBD

(OR)

TU1

DUCTWORK

FANS

FIRST FIGURE IS SIDE SHOWN

MANUAL BRANCH DAMPER

SUPPLY OUTLET

EXHAUST INLET(RETURN AIR)

LOUVER & SCREEN

TG 12/12

MBD

MVD

MANUAL VOLUME DAMPER

SIDEWALL

GRILLE OR REGISTER,

FIXTURE COMBINATION

DIFFUSER & LIGHT

ASSEMBLY

TRANSFER GRILLE

DIFFUSER

SUPPLY AIR,CEILING

OR BY CFM

DIFFUSER,BY SCHEDULE

SUPPLY AIR,CEILING

CEILING GRILLE

RETURN OR EXHAUST AIR,

OR BY CFM

CEILING GRILLE,BY SCHEDULE

RETURN OR EXHAUST AIR,

OR BY CFM

DIFFUSER, BY SCHEDULE

SUPPLY AIR, CEILING SLOT

GRILLES,REGISTER,& DIFFUSERS

DAMPERS

CFM

100 CFM

CFM

L-10

ABOVE FINISHED GRADE

APPROXIMATE

ARCHITECTURAL

BELOW FINISHED FLOOR

BRAKE HORSE POWER

CUBIC FEET

CUBIC FEET PER MINUTE

CUBIC INCH

DETAIL

DIAMETER

DIAMETER,INSIDE

DIAMETER,OUTSIDE

DISCHARGE

DOWN

ELECTRICAL

ENTERING

FAHRENHEIT

FEET OR FOOT

FEET PER MINUTE

GALLONS

GALLONS PER MINUTE

GAUGE OR GAGE

HEATING/VENTILATION UNIT

HUMIDITY,RELATIVE

HIGH OR HEIGHT

LONG

MANHOLE

MECHANICAL

MOUNTING

NORMALLY OPEN

NOT TO SCALE

NUMBER

POUNDS

PRESSURE

RADIUS

REVOLUTION PER MINUTE

ROOM

ROUND

SHEET

SPECIFICATION

SQUARE

STANDARD

STATION

STATIC PRESSURE

STRUCTURAL

THICK(NESS)

AFG

ARCH

BFF

BHP

BTUH

CU FT

CFM

CU IN

DTL

DISCH

ELEC

ENT

FPM

GAL

GPM

HVU

MAX

MECH

MIN

MTG

NTS

LBS

PRESS

REF

RPM

SCHEDULE SCH

SHT

SPEC

STD

STA

STRUCT

THK

BBD

FUEL OIL SUPPLY FOS

SOFTWATER SW

SOFTWATER BACKWASH SWB

BRITISH THERMAL UNITS PER HOUR

CHEMICAL FEED-AMINE

CHEMICAL FEED-PHOSPHATE

CHEMICAL FEED-SULPHATE

CFA

CFP

CFS

BOILER BLOWDOWN

APPROX

MAXIMUM

REFERENCE

FAN COIL UNIT FCU

LINEAL FEET LF

EXHAUST EXH

SIMILAR SIM

NORMALLY CLOSED

PUMP, CONDENSER WATER

PUMP, CIRCULATING WATER

PUMP, DUAL TEMPERATURE SYSTEM

PUMP, HEATING WATER

PUMP, SUMP

BUILDING BLDG

CWP

HWP

DTP

OUTSIDE AIR OA

AIR FLOW MEASURING STATION AFMS

GALVANIZED IRON GI

IAWIN ACCORDANCE WITH

AIR HANDLING UNIT AHU

AMSLABOVE MEAN SEA LEVEL

CHARACTERISTICS CHAR

CENTRIFUGAL CENTR

CAPACITY CAP

CONTINUOUS BOILER BLOWDOWN CBD

CONTCONTINUATION

CONSTRUCTION CONST

CHILLER WATER CHW

DRY BULB DB

EXHAUST AIR EA

EXTERNAL EXT

HEATING/VENTILATION/

AIR CONDITIONING HVAC

HERTZ OR CYCLES PER SECOND HZ

HORSEPOWER HP

HRHOUR

INVERT INV

INCHES IN

LEAVING LVG

KILOWATTS KW

MINIMUM OR MINUTE

NOMINAL NOM

NOISE CRITERIA LEVEL NC

PSI GAUGE PSIG

PRESSURE DROP OR DIFFERENCE PD

POUNDS PER SQUARE INCH PSI

PWRPOWER

RETURN AIR RA

RETURN RTN

SUPPLY AIR SA

SUPPLY SUP

TEMPERATURE TEMP

TERMINAL VELOCITY TV

NBR

HEATING HTG

HEATING WATER HW

DRAWING DWG

DOMESTIC WATER DW

OPPOSED BLADE DAMPER OBD

PHASE

FLOOR CLEANOUT FCO

DOUBLE CHECK BACKFLOW PREVENTER BFP

RPBFP PREVENTER

REDUCED PRESSURE BACKFLOW

CYCLES PER MINUTE CPM

SCFMSTANDARD CUBIC FEET PER MINUTE

SAFE WASTE CONNECTION SWC

MAKE-UP OR MIXED AIR

BODBOTTOM OF DUCT

TRANSFER AIR TA

TOTAL

TYPICAL

UTILITY

UNIT HEATER

VARIABLE AIR VOLUME

VENT THRU ROOF

TOT

TYP

UTIL

VAV

VTR

VERT

WITH W/

VERTICAL

VERTICAL CONDUCTOR

UNLESS NOTED OTHERWISE UNO

VERTICAL LEADER VL

VVOLTAGE

WIDTH OR WIDE WD

WBWET BULB

WATER PROOF(ING) WP

WGWATER GAGE

WALL CLEANOUT WCO

TRAP PRIMER TP

TRANSFER AIR TA

AIR FLOW MEASURING STATION

DIA OR Ø

DIFFERENTIAL PRESSURE DP

dpDEW POINT

BOTTOM OF PIPE BOP

VOLUME OR BLOWER COIL

TERMINAL UNIT,VARIABLE AIR

VAV/BC

ABOVE FINISHED FLOOR AFF

CLEANOUT CO

ABBREVIATIONS (CONT.)ABBREVIATIONSHEATING, VENTILATION & AIR CONDITIONING

DUCT SILENCER

BRANCH CONNECTION (45º) OR (90º)

PLACES PLCS

SPECIALTY ITEMS

EPO

(WALL MOUNTED)

EMERGENCY POWER OFF SWITCH

M E

C H

A N

A L L

E G

E N

D S S

Y M

B O

L S

M-002

E R

L A

T E

R P .E

O R

N E

L A

O R

N E

L A

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

F O

R T W

O R

T H D

T R

F O

R T W

O R

T H T

E X

A S

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

2 3 4 5 6 7 8 9 10

Fort Worth District

J U

L Y

A R

M Y C

O R

P S O

F E

N G

E E

R S

B L

D G

E N

O V

A T

P N

W H

E S

A N

D S M

E R

A N

G E

N E

W M

E X

W H

E S

A N

D S M

E R

A N

G E

A Y

L O

R S

C H

A R

Y D

E S

N S

E C

C H

T R

U N

K P .E

0 8'4' 16'

SCALE IN FEET

24'

1 MECHANICAL FLOOR PLAN DEMO

MD101

M E

C H

A N

A L F

L O

O R P

L A

N D

E M

E S

L A

T E

R P .E

O R

N E

L A

O R

N E

L A

OFFICE

110A

STORAGE

RESTROOM

WOMENS

KEYED NOTES:

REPAIRED PER ARCHITECTURAL DETAILS.

DROPS THROUGH ROOF. HOLES TO BE INSULATED AND

REMOVE EQUIPMENT DUCTING AND ALL SUPPLY DIFFUSERS AND

MOUNTED SUPPLY DUCTING FROM EVAPORATIVE COOLER.

COOLING DUCTING SERVING ROOMS 110, 112 AND 114 IS ROOF

REPAIRED PER ARCHITECTURAL DETAILS.

DROPS THROUGH ROOF. HOLES TO BE INSULATED AND

REMOVE EQUIPMENT DUCTING AND ALL SUPPLY DIFFUSERS AND

MOUNTED SUPPLY DUCTING FROM EVAPORATIVE COOLER.

COOLING DUCTING SERVING ROOMS 111, 111A AND 113 IS ROOF

111A

RESTROOM

MENS

101 103

117 116

115A

105A

OFFICE

LOBBY

WOMEN

MEN

PLAY AREA

106A

ADMIN AREA

122K 122D

122A 122B

122C

122E

122I122J

THROUGH THIS ROOM FROM BASEMENT UP TO ABOVE CEILING.

ROOM 122C, REMOVE ALL UNUSED HYDRONIC PIPING PASSING

SUPPLY PIPING IN BASEMENT BELOW.

INOPERABLE. DISCONNECT AND REMOVE ALL UNUSED PIPING

ROOM 122A AND 122B WAS AN OLD RESTROOM AND CURRENLTY

FROM OLD EQUIPMENT.

PIPING, GAS PIPING FROM RANGES AND INDIRECT DRAIN LINES

RETURN TO OWNER. REMOVE ALL UNUSED PIPING WATER SUPPLY

REMOVE ISLAND HOOD SUSPENDED IN CENTER OF ROOM AND

PIPING BELOW EQUIPMENT BACK TO WALL ROUGH-IN.

REMOVE SCULLERY SINK IN POT WASH AREA AND ALL SUPPLY

TO WALL ROUGH-IN.

OWNER. REMOVE ALL UNUSED PIPING UNDER RACK WASHER BACK

ROOM 122, REMOVE RACK WASHER ASSEMBLY AND RETURN TO

TILE OR WINGNUT TYPE REMOVABLE PLUGS IN ALL DRAINS.

PROVIDE THREADED PLUGS OR CAPS IN WALL ROUGH-IN IN GLAZED

SUPPLY, GAS PIPING, AND INDIRECT WASTE LINE IN THIS ROOM.

ROOM 122K WAS ONCE A SERVING LINE. REMOVE ALL WATER

AND 123 AND RETURN TO OWNER.

REMOVE DOORS FOR COOLER/FREEZER IN ROOMS 122I, 122H, 122G,

UNITS AND REFRIGERATION PIPING.

REMOVE WALK-IN COOLER FREEZER ROOF MOUNTED CONDENSING

HOODS ARE TO BE DISCONNECTED AND RETURNED TO OWNER.

WASHER, SCULLERY SINK ITEMS AND SUSPENDED EXHAUST

SERVICE PERMANATLY. STAINLESS STEEL PORTION OF RACK

OF THE EQUIPMENTIS TO BE DISCONNECTED AND TAKEN OUT OF

AND NEW FREEZE PROTECTION UNIT HEATERS. THE REMAINDER

KITCHEN AREA IS ONLY IN THE SCOPE OF WORK FOR DEMOLITION

NEW EQUIPMENT.

TO MINIMIZE ROOF REPAIRS IF POSSIBLE. COORDINATE WITH

AS REQUIRED FOR A NEW UNIT TO INSTALLED IN SAME LOCATION

DROPS THROUGH ROOF. CURB TO BE REUSED OR MODIFIED

EQUIPMENT AND ALL SUPPLY DIFFUSERS, DUCTING AND

106J IS ROOF MOUNTED PACKAGED EQUIPMENT. REMOVE

COOLING/HEATING DUCTING SERVING ROOMS 106 THROUGH

FANS WILL BE CEILING MOUNTED DUCTED TO NEW ROOF CAPS.

REMOVE EXHAUST FAN IN ROOMS 111A, 112, 107, AND 108. NEW

DETAILS.

HOLES TO BE INSULATED AND REPAIRED PER ARCHITECTURAL

REMOVE ALL SUPPLY DIFFUSERS AND DROPS THROUGH ROOF.

ROOF MOUNTED SUPPLY DUCTING FROM PACKAGED EQUIPMENT.

COOLING/HEATING DUCTING SERVING ROOMS 106, 107, AND 108 IS

STAILESS STEEL HOOD TO OWNER.

ALL DUCTING THROUGH ROOF AND FAN EQUIPMENT. RETURN

REMOVE THE EXISTING COOKING HOOD IN ROOM 105A COMPLETE,

ARE WATER TIGHT AND LEAK FREE.

CONTRACTOR TO ENSURE ALL ROOF SEALS AND CURB FLASHINGS

EXHAUST FANS SERVING ROOMS 119 AND 120 WILL BE REUSED.

INSTALLATION OF NEW PIPING.

ROOM 117. THESE CIRCUITS ARE TO BE DEMOLISHED TO ALLOW

CIRCUITS FOR THE TWO LARGE UNITS ABOVE ROOM 115 AND

EXISTING DRAWINGS INDICATE INDEPENDENT HHWS AND HHWR

122H 122G

122F

106F 106G 106H 106I

106J

106B 106C 106D 106E

WOMEN

MEN

4 4 4

4 4

5 6

6 6

9 9

15 15

16 16

21 21

CEILING. REFER TO MD-102 FOR UNIT LOCATIONS

COMPLETE WITH ALL DUCTING THROUGH ROOF AND ABOVE

REMOVE THE TWO LARGE UNITS ABOVE ROOMS 115 AND 117

117. REFER TO MD-102 FOR RELIEF HOOD LOCATIONS.

SERVING THE GREAT ROOM ABOVE ROOM 101 THROUGH

REMOVE ALL OF THE ROOF RELIEF HOODS AND DUCTING

DETAILS.

THROUGH ROOF. PATCH ROOF PENATRATION PER ARCHITECTURAL

SYSTEM INCLUDING THERMOSTAT AND REFRIGERANT PIPING

UNIT ON ROOF AND A FAN COIL INSIDE. REMOVE COMPLETE

OFFICE 102 HAS DUCTLESS SPLIT SYSTEM REMNANTS CONDESING

ARCHITECTURAL DETAILS.

THROUGH ROOF. HOLES TO BE INSULATED AND REPAIRED PER

EQUIPMENT DUCTING AND ALL SUPPLY DIFFUSERS AND DROPS

SERVED BY A ROOF MOUNTED DUCT FURNACE. REMOVE

LOBBY AREA, CORRIDOR AND ROOMS 100 THROUGH 114 ARE

ARCHITECTURAL DETAILS.

THROUGH ROOF. HOLES TO BE INSULATED AND REPAIRED PER

EQUIPMENT DUCTING AND ALL SUPPLY DIFFUSERS AND DROPS

SUPPLY DUCTING FROM EVAPORATIVE COOLER. REMOVE

COOLING DUCTING SERVING ROOMS 109 IS ROOF MOUNTED

GENERAL NOTES:

FIELD VERIFY LOCATION OF DUCTING.

GRID, DUCT CONNECTIONS AND GRILLS. CONTRACTOR SHALL

CONTRACTOR SHALL REMOVE ALL DUCTING ABOVE CIELING

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

F O

R T W

O R

T H D

T R

F O

R T W

O R

T H T

E X

A S

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

2 3 4 5 6 7 8 9 10

Fort Worth District

J U

L Y

A R

M Y C

O R

P S O

F E

N G

E E

R S

B L

D G

E N

O V

A T

P N

W H

E S

A N

D S M

E R

A N

G E

N E

W M

E X

W H

E S

A N

D S M

E R

A N

G E

A Y

L O

R S

C H

A R

Y D

E S

N S

E C

C H

T R

U N

K P .E

POOL

GENERAL NOTES:

KEYED NOTES:

MD102

M E

C H

A N

A L R

O O

F P

L A

N D

E M

E S

L A

T E

R P .E

O R

N E

L A

O R

N E

L A

MD101

1 MECHANICAL ROOF PLAN DEMOLITION

HU HU

EXISTING CHIMINEY OPENING

BUILDING EXTERIOR EDGE UPPER LEVEL

SOLAR PIPE HOOD

DO NOT REMOVE EXISTING EXHAUST HOOD

FIXED ACCESS LADDER

SOLAR PANELS

REMOVE UNUSED PIPING.

SOLAR PANELS AND SOLAR LINES TO BASEMENT TO REMAIN.

REMOVE ALL AIR CONDENSING UNITS (CU) FROM ROOF.

REMOVE ALL AIR HANDLING UNITS (AHU) FROM ROOF.

REMOVE ALL HEATING UNITS (HU) FROM ROOF.

REMOVE ALL RELIEF HOODS (RH) FROM ROOF.

REMOVE ALL LABELED EXHAUST FANS (EF) FROM ROOF.

REMOVE ALL EVAPORATIVE COOLERS (EC) FROM ROOF.

REMOVE ALL HEATING VENTILATING UNITS (HVU) FROM ROOF.

EXISTING DUCT

EXISTING EXHAUST FAN

EXISTING EXHUAST FANS TO REMAIN IN PLACE.4.

ARCHITECTURAL DETAILS.

REMOVE DUCTING SUPPORTS AND PATCH PER 3.

AND GAS LINES/CONNECTIONS.

REMOVE DUCTING THROUGH ROOF, WATER SUPPLY, 2.

EQUIPMENT SHOWN NEEDED TO BE REMOVED.1.

0 8'4' 16'

SCALE IN FEET

24'

HVU

AHU

EXISTING CHIMNEY

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

F O

R T W

O R

T H D

T R

F O

R T W

O R

T H T

E X

A S

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

2 3 4 5 6 7 8 9 10

Fort Worth District

J U

L Y

A R

M Y C

O R

P S O

F E

N G

E E

R S

B L

D G

E N

O V

A T

P N

W H

E S

A N

D S M

E R

A N

G E

N E

W M

E X

W H

E S

A N

D S M

E R

A N

G E

A Y

L O

R S

C H

A R

Y D

E S

N S

E C

C H

T R

U N

K P .E

HW STORAGE TANK

HEAT EXCHANGER

EXPANSION TANK

HW STORAGE TANK

SUMP PIT

SUMP LID

FLOOR DRAIN

EXISTING BOILERS

UTILITY MANHOLE

BASEMENT DEMOLITION PLAN

MD103

E S

L A

T E

R P .E

MD103

B A

S E

M E

N T D

E M

O L

N P

L A

O R

N E

L A

O R

N E

L A

GENERAL NOTES:

SOURCE.

REMOVE ALL UNUSED PIPING IN BOILER ROOM BACK TO3.

WITH SYSTEM IF COME INTO CONTACT MAY VOID WARRENTY.

SOLAR HOT WATER SYSTEM FOR ALL ITEMS ASSOCIATED

SYSTEM. CONTACT AND VERIFY WITH LEASE HOLDER OF

VERIFY ALL PIPING CONNECTING TO SOLAR HOT WATER2.

SOURCE.

ALL PIPING ASSOCIATED TO EXISTING BOILERS BACK TO

EXISTING BOILERS LOCATED ON HOUSEKEEPING PAD AND

TO HIGH EFFICIENCY CONDENSING BOILERS. REMOVE ALL

EXISTING BOILER ROOM TO BE TOTALLY RECONFIGURED1.

KEYED NOTES:

BACK TO SOURCE.

ASSOCIATED TO DOMESTIC WATER HEATERS COMPLETE

REMOVE DOMESTIC WATER HEATERS AND ALL PIPING

FLOOR SINK TO FINISHED FLOOR LEVEL.

AT ELECTRICAL PANELS. REMOVE HOUSEKEEPING PAD

REMOVE HOUSEKEEPING PAD TO ELIMINATE TRIP HAZARD

FLOOR COMPLETE BACK TO SOURCE.

REMOVE ALL UNUSED PIPING PENETRATING THROUGH

0 2'1'

SCALE IN FEET

4' 6'

PAD

HOUSEKEEPING

REMOVE

DOMESTIC WATER HEATER STEAM HEAT EXCHANGER 3

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

F O

R T W

O R

T H D

T R

F O

R T W

O R

T H T

E X

A S

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

2 3 4 5 6 7 8 9 10

Fort Worth District

J U

L Y

A R

M Y C

O R

P S O

F E

N G

E E

R S

B L

D G

E N

O V

A T

P N

W H

E S

A N

D S M

E R

A N

G E

N E

W M

E X

W H

E S

A N

D S M

E R

A N

G E

A Y

L O

R S

C H

A R

Y D

E S

N S

E C

C H

T R

U N

K P .E

D14

GENERAL NOTES:

M-101

M E

C H

A N

A L F

L O

O R P

L A

E R

L A

T E

R P .E

O R

N E

L A

O R

N E

L A

MECHANICAL FLOOR PLAN

MEN

CFM

111A

8"Ø

12"Ø

"Ø

8"Ø 12"Ø

"Ø

CFM

6"Ø 6"Ø

6"Ø6"Ø

6"Ø

"Ø

CFM

14"Ø RA

CFM

A 8"Ø

CFM

"Ø

CFM

"Ø

12"Ø SA

CFM

8"Ø

"Ø

14"Ø SA

WOMEN

110A

STORAGE

OFFICE

LOBBY

OFFICE

CFM

26/12 RA

20/12 SA

O .C S

CFM

200 8"Ø

"Ø

CFM

A A

8"Ø 8"Ø

"Ø

"Ø8 "Ø

CFM

"Ø 8"Ø

8"Ø

"Ø

8"Ø

CFM

"Ø R

CFM

103101

101A

12/12 SA

CFM

150 CFM

CFM

150 CFM

"Ø

8"Ø 8"Ø

CFM

B8"Ø

8" Ø

MENWOMEN

CFM

"Ø

CFM

A CFM

CFM

A /1

CFM

6"Ø

6"Ø8"Ø

6"Ø 6"Ø

6"Ø6"Ø

"Ø

8"Ø

10"Ø

"Ø

8"Ø

CFM

200D

CFM

OFFICE

CFM

115A

CFM

1000 20/12 RA

CFM

20/12 RA

10"Ø

8"Ø

8" Ø

"Ø

14"Ø 14"Ø

"Ø

12"Ø SA

105A

8"Ø

A /1

10"Ø 10"Ø

CFM

300C

CFM

50012"Ø

10"Ø

10"Ø 10"Ø

10"Ø

8"Ø

ADMIN AREA

106A

CFM

A /1

A "Ø

"Ø1 "Ø

WOMEN

MEN

CFM

200 B

CFM

108A

106F 106G

OFFICE

CFM

106H

106I

106J

OFFICE

OFFICEOFFICEOFFICE

106D 106E106C

106B

CLOSET

ELEC.

ROOM

STORAGE

122K

122J 122I

122D

122C

122B 122A

CFM

250 B

CFM

B B B C

CFM

"Ø

"Ø 8 "Ø

"Ø

8"Ø

10"Ø

12"Ø SA

12/12 SA 20/12 SA

10"Ø

"Ø CFM

CFM

175CFM

POOL

VAV

RTU

28/12 RA

(E)

EF_

D D

10"Ø

CFM

225 CFM

CFM

D D

8"Ø 10"Ø 12"Ø RA

"Ø

CONSTRUCT DUCTING PER SPECIFICATIONS.

4. VERIFY DUCT RATING CLASS WITH AHU S.P. IN SCHEDULES AND

PROVIDE ACCESS PANEL IN THE MECHANICAL ROOM.

RATED ASSEMBLIES. USE FIRE CAULKING PER SPECIFICATIONS.

3. PROVIDE FIRE DAMPERS AT DUCT PENETRATIONS THROUGH

2. DUCT SHALL BE INSTALLED AT HEIGHT INDICATED ON PLAN.

THAN 12" IN LENGTH.

1. PROVIDE SWAY BRACING ON DUCT SUPPORT RODS GREATHER

KEY NOTES:

122H 122G

122F 122E

DUCT

OVER

UP AND

DUCT

OVER

UP AND

DUCT

OVER

UP AND

M-101

78/12 RA

32/12 RA

PLAY AREA

0 8'4' 16'

SCALE IN FEET

24'

FCU

LOCATE NEW DDC CONTROL PANEL IN COMM ROOM.

NEAR ENTRY.

EMERGENCY POWER OFF, EPO ATFP KILL SWITCH LOCATED

ROOM. INSTALL ON WALL SHOWN ON DRAWINGS.

INSTALL NEW FAN COIL UNIT IN ROOM 115A COMMUNICATIONS

DETAILS.

PAD. CONNECT ALL ELECTRICAL WIRES PER ELECTRICAL

INSTALL NEW CONDENSING UNIT ON NEW CONCRETE

EQUIPMENT IN FUTURE RENOVATION.

IN OLD KITCHEN AREA. WILL BE USED FOR ROOF MOUNTED

UH-2 AND UH-3 ARE FOR TEMPERARY FREEZE PROTECTION

122 AT LOCATION DRAWN.

INSTALL NEW UH-2 AND UH-3 ON EXISTING CEILING IN ROOM

EPO

8"Ø

CFM

8"Ø

CFM

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

F O

R T W

O R

T H D

T R

F O

R T W

O R

T H T

E X

A S

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

2 3 4 5 6 7 8 9 10

Fort Worth District

J U

L Y

A R

M Y C

O R

P S O

F E

N G

E E

R S

B L

D G

E N

O V

A T

P N

W H

E S

A N

D S M

E R

A N

G E

N E

W M

E X

W H

E S

A N

D S M

E R

A N

G E

A Y

L O

R S

C H

A R

Y D

E S

N S

E C

C H

T R

U N

K P .E

POOL

M-102

M E

C H

A N

A L R

O O

F P

L A

O R

N E

L A

O R

N E

L A

E R

L A

T E

R P .E

MECHANICAL ROOF PLAN

M-102

NOT TO SCALE

GENERAL NOTES:

KEYED NOTES:

RTU

4 4

SOLAR PANELS

RTU

5 5

EXHAUST FANS

EXISTING ROOF MOUNTED EXHAUST FANS

EXISTING ROOF MOUNTED

ARCHITECTURAL DETIALS.

PATCH UNOCCUPIED CURBS OF EXISTING EQUIPMENT PER2.

WITH EXISTING CONDITIONS.

ROOF PLAN FOR EXACT EQUIPMENT LOCATIONS. COORDINATE

PER MANUFACTURERS GUIDELINES. REFER TO STRUCTURAL

ALL NEW RTU EQUIPMENT SHOWN NEEDED TO BE INSTALLED 1.

PATCH RELIEF HOOD PER ARCHITECTURAL DETAILS.

AND ALL EXHAUST FANS OPENINGS.

PER ARCHITECTURAL DETAILS. PATCH ALL DUCTING OPENINGS

PATCH ALL UNUSED CURBS FROM EXISTING EQUIPMENTS

WALL.

DETAILS. MOUNT DISCONNECT AND SERVICE OUTLET ON

PAD. CONNECT ALL ELECTRICAL WIRES PER ELECTRICAL

INSTALL NEW CONDENSING UNIT ON NEW CONCRETE

M-101 FOR EXHAUST FAN LOCATION.

EXHAUST FANS ARE CEILING MOUNTED. REFER TO

CLEARANCE OF 10 FT FROM EDGE OF BUILDING.

INSTALL NEW RELIEF HOODS ON ROOF A MINIMUM

CLEARANCE PER MANUFACTURERS SPECIFICATIONS.

SUPPLY AND RETURN DUCTING MAINTAIN APPROPRIATE

EXISTING ROOF CURB TO ALLIGN NEW EQUIPMENT SO

EQUIPMENT. PROVIDE NEW ROOF CURB OR ADJUST

VERIFY EQUIPMENT CURB IS ACCEPTABLE WITH NEW

INSTALL NEW RTU'S IN EXISTING CURB OPENINGS.

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

F O

R T W

O R

T H D

T R

F O

R T W

O R

T H T

E X

A S

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

2 3 4 5 6 7 8 9 10

Fort Worth District

J U

L Y

A R

M Y C

O R

P S O

F E

N G

E E

R S

B L

D G

E N

O V

A T

P N

W H

E S

A N

D S M

E R

A N

G E

N E

W M

E X

W H

E S

A N

D S M

E R

A N

G E

A Y

L O

R S

C H

A R

Y D

E S

N S

E C

C H

T R

U N

K P .E

FLOOR DRAIN

OLD BOILER STACK

MECHANICAL BASEMENT PLAN

M-103

E S

L A

T E

R P .E

M-103

M E

C H

A N

A L B

A S

E M

E N

T P

L A

O R

N E

L A

O R

N E

L A

KEYED NOTES:

0 2'1'

SCALE IN FEET

4' 6'

B-1B-2

NEUTRALIZER

CONDENSATE

AIR SEPARATOR

EXISTING

HW STORAGE TANK

EXISTING

HEAT EXCHANGER

EXISTING

HW STORAGE TANK

EXISTING

SUMP PIT

HWP

THROUGH FLOOR

HHWR/HHWS

M-501

UP TO CEILING

GENERAL NOTES:

2. PATCH HOLE WHERE PIPING CIRCUITS WERE REMOVED.

1. PROVIDE HOUSEKEEPING PAD BELOW EQUIPMENT.

EPO

PANEL

ELECTRICAL

MOP SINK

GAS LINEGAS LINE

HEATER.

SO THAT IT BLOWS HEAT TO HOT WATER PUMPS AND WATER

PLACE IN LOCATION SHOWN ON SHEET. ORIENT UNIT HEATER

INSTALL NEW UNIT HEATER AND ATTACH TO EXISTING JOIST.

CONTRACTOR MUST VERIFY IF PIPE CAN FIT.

BOILER STACK. SUPPORT AT TOP AND BOTTOM OF STACK.

ROUTE INTAKE AND EXHAUST FLUE UP THROUGH THE EXISTING

SKID PACKAGE

CONTROLLER

SWITCH

KILL

BOILER

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

F O

R T W

O R

T H D

T R

F O

R T W

O R

T H T

E X

A S

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

2 3 4 5 6 7 8 9 10

Fort Worth District

J U

L Y

A R

M Y C

O R

P S O

F E

N G

E E

R S

B L

D G

E N

O V

A T

P N

W H

E S

A N

D S M

E R

A N

G E

N E

W M

E X

W H

E S

A N

D S M

E R

A N

G E

A Y

L O

R S

C H

A R

Y D

E S

N S

E C

C H

T R

U N

K P .E

E R

L A

T E

R P .E

M-105

SUMP PIT

PUMP PACKAGE

SKID MOUNTED

HWP

B-

EACH BOILER

NEUTRALIZER ONE

CONDESATE

CONDESATE DRAIN

BOILER (TYP)

CONTROLLED BY

BOILER PUMP

/2 " H

1/ 2" H

" M

SOUTH

ALL

M-104

E R

L A

T E

R P .E

U E

L O

R N

E L

A S

DISCONNECT

PUMP

DISCONNECT

WATER HEATER

TO UNIT HEATER

1/2" HHWR

1/2" HHWS

BUILDING

UP TO MAIN

2 1/2" HWS

THE SOLAR COLLECTORS TO REMAIN IN PLACE

STORAGE TANKS AND HEAT EXCHANGER FOR

IN NEW LOCATION SHOWN

RECONFIGURE PIPING TO CONNECT NEW WH-1

M-501

M-502

B A

S E

M E

N T B

E R P

G I S

O M

E T

BASEMENT BOILER PIPING (N.T.S)

SHEETS

PLUMBING

REFER TO

CONTROLLER

PUMP

ABOVE

FROM

2 1/2" HWR

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

F O

R T W

O R

T H D

T R

F O

R T W

O R

T H T

E X

A S

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

2 3 4 5 6 7 8 9 10

Fort Worth District

J U

L Y

A R

M Y C

O R

P S O

F E

N G

E E

R S

B L

D G

E N

O V

A T

P N

W H

E S

A N

D S M

E R

A N

G E

N E

W M

E X

W H

E S

A N

D S M

E R

A N

G E

A Y

L O

R S

C H

A R

Y D

E S

N S

E C

C H

T R

U N

K P .E

M-201

M E

C H

A N

A L H

Y D

R O

E R

L A

T E

R P .E

O R

N E

L A

O R

N E

L A

VAV

VAV109

VAV

VAV_

VAV105

VAV_

VAV

RTU

1/2" HHWR 3/4" HHWR 1" HHWR

1 1/4" HHWR

1 1/2" HHWR

2 1/2" HHWR

1/2" HHWR

3/4" HHWR 1" HHWR

1 1/4" HHWR

2" HHWR

1/2" HHWS 3/4" HHWS 1" HHWS

1 1/2" HHWS

1 1/4" HHWS

1 1/2" HHWS

1 1/2" HHWR

2 1/2" HHWS

1 1/4" HHWS

1/2" HHWS

3/4" HHWS 1" HHWS

1 1/4" HHWS

2" HHWS

1 1/4" HHWS

2 1/2" HHWR

2 1/2" HHWS

1 1/4" HHWR

1 1/4" HHWS

GENERAL NOTES:

BASEMENT ROOM

PIPE DROP DOWN TO

0 8'4' 16'

SCALE IN FEET

24'

MECHANICAL HYDRONICS

M-201

T T

5. HYDRONIC SYSTEM SHALL BE 30% P.G.

UNIT.

TOP HEATING IN FUTURE RENOVATION. TEMP SENSOR MOUNTED ON

4. UNIT HEATER FOR FREEZE PROTECTION USE FOR ROOF

3. PROVIDE AIR ELIMINATOR AT ALL HIGH POINT LOCATIONS.

TO EQUIPMENT SCHEDULES FOR FLOW RATE.

2. ALL PIPING SHALL BE INSULATED PER MECHANICAL SPECS. REFER

SPECIFICATIONS.

LOCATIONS INDICATED AND SPACING HANGERS PER MECHANICAL

1. PIPE SHALL BE ROUTED IN JOIST SPACE. USE PIPE HANGER ON

VAV-6

VAV-5

VAV-9

VAV-112VAV-111

VAV-107

VAV-108

VAV-113

VAV-114

VAV-103

VAV-102

VAV-101

VAV-10

UH-2

UH-3

RTU-3

UNIT THEN REDUCE TO UH SIZING

PROVIDE 1 1/2 TEES FOR FUTURE AC

D ra w n b y

D e s ig n e d b y

S u b m it te d b y

S h e e t S iz e

A N

S I

D a te

C o n tr a c t

N o

S o li c it a ti o n N o

F O

R T W

O R

T H D

T R

F O

R T W

O R

T H T

E X

A S

C h e c k e d b y

US Army Corps of

Engineers ®

R e v

M a rk

D e s c ri p ti o n

T ra c k in g N o

A c ti o n

D a te

E N

E E

C O

N S

T R

U C

N D

E N

E E

G B

R A

N C

2 3 4 5 6 7 8 9 10

Fort Worth District

J U

L Y

A R

M Y C

O R

P S O

F E

N G

E E

R S

B L

D G

E N

O V

A T

P N

W H

E S

A N

D S M

E R

A N

G E

N E

W M

E X

W H

E S

A N

D S M

E R

A N

G E

A Y

L O

R S

C H

A R

Y D

E S

N S

E C

C H

T R

U N

K P .E

O R

N E

L A

O R

N E

L A

E R

L A

T E

R P .

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 Jul 16, 2021.