2 - Design Drawings B328.pdf

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Project Information

Project Issued for:

ARCHITECTURE STRUCTURAL MECHANICAL ELECTRICAL PLUMBINGCIVIL

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LAUGHLIN A.F.B. B328 UPS

MXDP 16- 1015, CONTRACT NUMBER 3099-13-D-0001, TASK ORDER

FA3099-17-F-0040

30 MAY 2018

100% DESIGN

60556602

LAUGHLIN A.F.B.

47TH CONTRACTING FLIGHT/LGCB

171 ALABAMA AVE, BUILDING 7

LAUGHLIN AFB, TX 78843-5102

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CLIENT PROJECT NUMBERTECH REVIEWER

SHEETDESIGNED BY

DATE

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TEXAS REGISTRATION NO: 3580

VICTORIA ROSE OWENS HERMAN

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AECOM

http://www.aecom.com

19219 KATY FREEWAY

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HOUSTON, TX 77094

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MXDP 16-1015

05/30/18

1. DO NOT SCALE DRAWINGS. USE PRINTED DIMENSIONS ONLY. VERIFY ALL DIMENSIONS PRIOR TO START OF WORK. IN THE EVENT OF ANY DISCREPANCY, NOTIFY AECOM AND OBTAIN RESOLUTION

BEFORE PROCEEDING.

2. PROJECT DIMENSIONING CONVENTION:

A - EXTERIOR PLAN DIMENSIONS ARE FROM THE PROPERTY LINE TO THE EXTERIOR FACE OF

CONCRETE, MASONRY OR STEEL WALL GIRT UNLESS NOTED OTHERWISE. OTHER EXTERIOR

PLAN DIMENSIONS ARE TO CENTERLINE OF COLUMNS AND TO ROUGH OPENINGS OF DOORS,

WINDOWS AND LOUVERS, UNLESS NOTED OTHERWISE.

B - INTERIOR PLAN DIMENSIONS ARE TO FACE OF FINISH, JAMBS OF DOORS AND WINDOWS IN

STUD WALLS, CENTERLINE OF COLUMNS, FACE OF CONCRETE OR MASONRY WALLS, ROUGH

OPENING OF DOORS, WINDOWS AND LOUVERS IN CONCRETE OR MASONRY WALLS AND CLEAR

OPENING OF COILING DOORS. OTHER INTERIOR PLAN DIMENSIONS ARE TO CENTERLINE OF FLOOR

MOUNTED FIXTURES AND HAND OR GUARD RAILS, UNLESS NOTED OTHERWISE.

3. CONDITIONS DEPICTED ON DRAWINGS HAVE BEEN COMPILED FROM AVAILABLE INFORMATION

AND MUST BE VERIFIED WITH ON-SITE CONDITIONS.

4. NOTIFY AECOM OF ANY AND ALL DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE

CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE TO

NOTIFY AECOM WILL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY TO PERFORM THE WORK

AS INTENDED BY THE CONTRACT DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY

AND ALL WORK ARISING FROM SUCH FAILURE TO COORDINATE DISCREPANCIES TO THE

SATISFACTION OF AECOM.

5. PROTECT AND PRESERVE ALL EXISTING ITEMS SCHEDULED TO REMAIN. REPAIR AND/OR

REPLACE ANY ITEMS DAMAGED DURING THE COURSE OF THE WORK TO THE SATISFACTION AND

APPROVAL OF AECOM WITHOUT ADDITIONAL COST.

6. VERIFY ALL EXISTING DIMENSIONS, CONDITIONS AND CLEARANCES PRIOR TO THE SUBMITTAL OF

SHOP DRAWINGS.

7. ALL SLEEVES, OPENINGS, ETC. FOR CONDUIT, PIPES, DUCTS, ETC. THROUGH FLOOR SLABS AND

RATED PARTITIONS ARE TO BE FIRE SEALED IN ACCORDANCE WITH FIRE RATED ASSEMBLY

DESIGNS, APPLICABLE CODES AND FIRE MARSHALL'S REQUIREMENTS.

8. PROVIDE ALL BLOCKING AND ANCHORAGE AS NECESSARY FOR PROPER INSTALLATION OF NEW

WORK. REFER TO SPECIFICATIONS AND DRAWINGS.

9. WHERE WORK OCCURS IN AREAS WITH EXISTING FINISHES TO REMAIN, REFINISH DISTURBED AREAS TO MATCH EXISTING FINISHES AND MATERIALS, UNLESS NOTED OR DIRECTED OTHERWISE.

10. PROVIDE LINTELS WHERE REQUIRED, OVER ALL OPENINGS IN MASONRY PARTITIONS AND

WALLS FOR DOORS, WINDOWS, DUCTWORK, ETC.

11. FOR GENERAL DEMOLITION AND REPAIR NOTES, REFER TO DEMOLITION PLANS.

12. THE FACE OF EVERY CONTINUOUS PARTITION SHALL BE FLUSH WITHOUT OFFSET. CHANGES IN

PARTITION THICKNESS SHALL OCCUR AT CORNERS OR OTHER LOCATIONS OR FEATURES WHICH

INTERRUPT THE PLANE OF THE PARTITION. FACES OF CORRIDOR PARTITIONS SHALL ALIGN ALONG

THEIR ENTIRE LENGTH, REGARDLESS OF CHANGES OF THE CORRIDOR PARTITIONS.

13. ADDITIONAL PLAN INFORMATION IS SHOWN ON LARGER SCALE PLANS WHERE INDICATED BY

KEYED REFERENCE. LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE

DRAWINGS.

14. COORDINATE CONCRETE CURBS AND PADS WITH EQUIPMENT AS REQUIRED.

15. FOR FIRE RATED PARTITION INFORMATION SEE LIFE SAFETY PLANS.

17. ALL MISCELLANEOUS WOOD BLOCKING, GROUNDS AND FURRING, AS REQUIRED, SHALL BE FIRE

RETARDANT TREATED. REFER TO SPECIFICATIONS.

18. ANY MATERIALS DELIVERED OR WORK PERFORMED, CONTRARY TO THE DRAWINGS,

SPECIFICATIONS AND APPROVED SHOP DRAWINGS, SHALL BE REMOVED BY THE CONTRACTOR AT

THEIR OWN EXPENSE. THE SAME SHALL BE REPLACED WITH OTHER MATERIALS OR WORK

SATISFACTORY TO AECOM. THE CONTRACTOR SHALL ALSO ASSUME THE COST OF REPLACING THE

WORK WHICH MAY BE DISTURBED.

19. PROTECT THE OWNER'S PROPERTY, EQUIPMENT AND EMPLOYEES FROM INJURY AND DAMAGE.

20. ALL HVAC, PLUMBING, SPRINKLER AND ELECTRICAL LINES ARE TO BE COORDINATED TO

PREVENT ANY CONFLICTS. ANY CONFLICTS WHICH RESULT IN A RELOCATION OF A FINISHED

SURFACE MUST BE BROUGHT TO THE ATTENTION OF AECOM PRIOR TO INSTALLATION.

21. PROVIDE ADEQUATE BACKUP AND BLOCKING FOR ALL WALL OR CEILING MOUNTED EQUIPMENT, LIGHTING OR OTHER MISCELLANEOUS ITEMS AS SHOWN ON DRAWINGS TO ASSURE A SECURE

INSTALLATION.

22. FIRESTOPPING SHALL BE INSTALLED IN WALL CAVITIES AT ALL ELECTRICAL OUTLETS, JUNCTION BOXES, SWITCH BOXES, THERMOSTAT BOXES, PHONE JACK, CARD READERS OR SIMILAR OBJECTS

THAT PENETRATE FIRE RATED WALLS.

23. ALL ABBREVIATIONS OR SYMBOLS INDICATED ARE NOT NECESSARILY REFERRED TO OR

CONTAINED WITHIN THESE CONSTRUCTION DOCUMENTS.

24. ANY UTILITY OUTAGES MUST BE SCHEDULED WITH THE CONTRACTION OFFICER A MINIMUM OF 2

WEEKS IN ADVANCE.

GENERAL NOTES:

SHEET INDEX

SHEET

NUMBER SHEET NAME

SHEET ISSUE

DATE

G-001 COVER SHEET 05/30/18

G-002 GENERAL NOTES AND SHEET INDEX 05/30/18

S-001 STRUCTURAL NOTES & DETAILS 05/30/18

FP001 FIRE PROTECTION SYMBOLS, LEGENDS, GENERAL NOTES AND DETAILS 05/30/18

FP101 FIRE PROTECTION HAZARD PLAN - FIRST FLOOR 05/30/18

M-001 SYMBOLS, LEGENDS, GENERAL NOTES 05/30/18

MD100 MECHANICAL DEMOLITION PLAN -OVERALL 05/30/18

MD401 MECHANICAL DEMOLITION PLAN 05/30/18

MD402 MECHANICAL DEMOLITION PLAN 05/30/18

M-100 MECHANICAL SITE PLAN 05/30/18

M-101 MECHANICAL RENOVATION PLAN - FIRST FLOOR 05/30/18

M-102 MECHANICAL RENOVATION PLAN - THRD FLOOR 05/30/18

M-301 MECHANICAL SECTIONS 05/30/18

M-401 MECHANICAL RENOVATION ENLARGED PLANS 05/30/18

M-501 MECHANICAL DETAILS 05/30/18

M-600 MECHANICAL SCHEDULES 05/30/18

M-701 MECHANICAL CONTROLS 05/30/18

E-001 ELECTRICAL GENERAL NOTES, ABBREVIATIONS, AND SYMBOLS 05/30/18

EP101 FIRST FLOOR OVERALL RENOVATION PLAN 05/30/18

EP401 FIRST FLOOR RENOVATION PLAN - ROOMS 1 AND 2 05/30/18

EP402 FIRST FLOOR RENOVATION PLAN - ROOMS 3 AND 4 05/30/18

E-501 ELECTRICAL DETAILS 05/30/18

E-601 PARTIAL ONE-LINE DIAGRAMS 05/30/18

FA401 FIRST FLOOR FIRE ALARM RENOVATION PLAN 05/30/18

CONCRETE MASONRY UNITS

PROVIDE UNITS WITH SPECIFIED DIMENSION OF 8 INCHES WIDE, 8 INCHES HIGH, AND 16 INCHES

LONG. HOLLOW NON-LOAD-BEARING UNITS COMPLY WITH ASTM C129 LIGHTWEIGHT CONCRETE

UNITS.

PAINTING

PAINTING OF NEW CMU INFILL AND REPAINTING OF ADJACENT CMU WALLS.

NEW CONCRETE MASONRY:

MPI INT 4.2D-G3 (EGGSHELL)

FILLER PRIMER: INTERMEDIATE: TOPCOAT:

MPI 4 N/A MPI 139 MPI 139

SYSTEM DFT: 11 MILS

FILL ALL HOLES IN MASONRY SURFACE

MPI SYSTEM NUMBER

THE MPI COATING SYSTEM NUMBER IN EACH DIVISION FOUND IN EITHER THE MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL OR THE MAINTENANCE REPAINTING MANUAL AND DEFINED AS AN EXTERIOR (EXT/REX) OR INTERIOR SYSTEM (INT/RIN). THE DIVISION NUMBER FOLLOWS THE CSI

MASTER FORMAT.

ACID RESISTANT FLOOR COVERING

ROLLER APPLIED 100% SOLIDS, PENETRATING EPOXY FLOROCK PRIMER, FOLLOWED BY A TOPCOAT

OF 100% SOLIDS FLOROCK FLOROPOXY, OR APPROVED EQUAL.

ENVIRONMENTAL REQUIREMENTS TO HAVE OPTIMUM AIR AND SUBSTRATE TEMPERATURE FOR

PRODUCT APPLICATION IS BETWEEN 55° F (13° C) AND 95° F (35° C).

PRIOR TO WORK, PROTECT EXISTING EQUIPMENT TO REMAIN. BEFORE APPLICATION, THE FLOOR SHALL BE EXAMINED FOR SPALLS, PITS, HOLES, CRACKS, NON-FUNCTIONAL JOINTS, ETC. THESE

MUST BE TREATED BEFORE APPLICATION WITH THE SUITABLE FLOROCK PRODUCTS. FOR

FUNCTIONAL OR EXPANSION JOINTS, THESE SHALL BE TREATED WITH 100% SOLIDS ELASTOMERIC

RESIN HAVING A MINIMUM ELONGATION OF 150%, FLOROCK SYSTEM 6500.

SHOT-BLAST, DIAMOND GRIND OR POWER SCARIFY AS REQUIRED TO OBTAIN CLEAN, OPEN POROUS CONCRETE. REMOVE SUFFICIENT MATERIAL TO PROVIDE A SOUND SURFACE, FREE OF LAITANCE, GLAZE, EFFLORESCENCE, AND ANY BOND-INHIBITING CURING COMPOUNDS OR FORM RELEASE

AGENTS. REMOVE GREASE, OIL, AND OTHER PENETRATING CONTAMINANTS. REPAIR DAMAGED AND

DETERIORATED CONCRETE TO ACCEPTABLE CONDITION; LEAVE SURFACE FREE OF DUST, DIRT,

LAITANCE, AND EFFLORESCENCE.

ARCHITECTURAL NOTES:

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NOTES:

1. COORDINATE MECHANICAL PAD SIZE, LOCATION AND EMBEDDED

ITEMS WITH MEP DRAWINGS AND EQUIPMENT MANUFACTURER.

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LAUGHLIN A.F.B.

DEL RIO, TX

AECOM

http://www.aecom.com

19219 KATY FREEWAY

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HOUSTON, TX 77094

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01 00 00 GENERAL CONDITIONS

1. THE STRUCTURAL ENGINEERING LOAD CRITERIA AND DESIGN IS BASED ON AND IN ACCORDANCE WITH UFC 1-200-01 (INTERNATIONAL BUILDING CODE [IBC] 2015), UFC 3-301-01 AND ASCE-7, LATEST EDITION.

2. COORDINATE WITH ALL DRAWINGS FOR PERTINENT INFORMATION RELATED TO THE STRUCTURAL WORK.

ANY CHANGES TO THE STRUCTURAL SYSTEMS SHALL BE RE-DESIGNED BY A PROFESSIONAL ENGINEER AT NO COST TO THE OWNER OR A/E AND SUBMITTED TO THE A/E FOR REVIEW. SUBMITTAL SHALL BE

ACKNOWLEDGED IN WRITING BEFORE BEGINNING CONSTRUCTION.

3. SEE THE ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS.

ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR AND SHALL CONFORM TO THOSE SHOWN ON THE ARCHITECTURAL DRAWINGS. REPORT ALL DISCREPANCIES TO THE A/E FOR RESOLUTION BEFORE PROCEEDING. THE CONTRACTOR SHALL COORDINATE STRUCTURAL PLANS WITH ALL OTHER CONSTRUCTION DOCUMENTS AND SHALL VERIFY THE SIZE, WEIGHT, AND LOCATION OF MECHANICAL EQUIPMENT, OPENINGS, HOLES, AND SLEEVES THROUGH ALL STRUCTURAL ELEMENTS WITH MECHANICAL, ELECTRICAL AND PLUMBING CONTRACTORS. NOTIFY ARCHITECT OF ANY

DISCREPANCIES BEFORE PROCEEDING WITH WORK.

4. ALL DETAILS AND SECTIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED TO BE TYPICAL AND

SHALL BE CONSTRUED TO APPLY TO SIMILAR CONDITIONS ELSEWHERE.

5. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS FOR CONSTRUCTION TESTING AND INSPECTION

AS OUTLINED IN THE STATEMENT OF SPECIAL INSPECTIONS.

6. THE PROJECT SPECIFICATIONS SHALL BE CONSIDERED AN INTEGRAL PART OF THE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL REVIEW THE SPECIFICATIONS PRIOR TO CONSTRUCTION AND NOTIFY THE

ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING WITH THE WORK.

5. GENERAL CONTRACTOR SHALL SCHEDULE SUBMITTALS SUFFICIENTLY IN ADVANCE OF THE DATE REQUIRED TO ALLOW REASONABLE TIME FOR DELIVERY, PROCESSING AND REVIEW BY THE DESIGN TEAM. THIS SHALL INCLUDE A MINIMUM OF TEN (10) WORKING DAYS, EXCLUDING DELIVERY TIME, FOR ENGINEER'S PROCESSING AND REVIEW OF SHOP DRAWINGS. INCLUDE TIME FOR CONTRACTOR’S RESUBMISSION AND SUBSEQUENT REVIEW IF

NECESSARY.

REVIEW PERIODS CAN NOT BE HONORED WHEN LARGE QUANTITIES OF SHOP DRAWINGS ARE SUBMITTED AT ONE TIME. WHEN THIS HAPPENS, THE CONTRACTOR SHALL SUBMIT AN ITEMIZED LIST INDICATING PRIORITIES AND

REASONABLE RETURN DATES.

4. CONCRETE IS A PRE-ENGINEERED MATERIAL DESIGNED BY THE SUPPLIER TO MEET THE STRENGTH AND PERFORMANCE CRITERIA SPECIFIED IN THE CONTRACT DOCUMENTS. CONCRETE MIX DESIGNS SHALL BE IN CONFORMANCE WITH ACI 318, AND SHALL BE SUBMITTED TO THE INDEPENDENT TESTING LAB WITH APPROPRIATE HISTORICAL TEST DATA AND ANALYSIS FOR REVIEW AND APPROVAL. SUBMIT MIX DESIGNS AND

THE TESTING LAB REVIEW TO THE ARCHITECT/ENGINEER FOR REVIEW.

3. SHOP DRAWINGS AND/OR PRODUCT DATA FOR THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW. THE ENGINEER’S REVIEW WILL BE LIMITED TO CONFORMANCE WITH

DESIGN AND PERFORMANCE CRITERIA SPECIFIED IN THE CONSTRUCTION DOCUMENTS. THE

MANUFACTURER/SUPPLIER AND IT’S SPECIALTY STRUCTURAL ENGINEER ARE RESPONSIBLE FOR THE DESIGN OF THE ITEM(S)/SYSTEM AND WILL RETAIN ALL RIGHTS AND RESPONSIBILITIES FOR THE DESIGN OF THE PRODUCT

AND THE CONNECTIONS TO THE BUILDING STRUCTURE.

A.CONCRETE MIXES

B.CONCRETE FORMWORK

C.COLD-FORMED METAL FRAMING

NO WORK ON STRUCTURAL ELEMENTS SUPPORTING OR RELATED TO THESE ITEMS IS TO PROCEED UNLESS THE REVIEW STAMP CLEARLY INDICATES "REVIEWED" OR "REVIEWED, SEE COMMENTS" BY THE STRUCTURAL

ENGINEER.

2. SHOP DRAWINGS AND/OR PRODUCT DATA FOR THE FOLLOWING ITEMS ARE TO BE SUBMITTED TO THE

STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL:

A.REINFORCING STEEL

SHOP DRAWINGS ARE TO BE DISTRIBUTED ONLY FROM RETURNED SUBMITTALS BEARING AN INITIALED REVIEW STAMP AND WORK ON THESE ITEMS SHALL NOT PROCEED UNLESS THE STAMP CLEARLY INDICATES THE

DRAWINGS ARE "APPROVED" OR "APPROVED AS NOTED."

1. REFER TO PROJECT SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS.

SHOP DRAWINGS AND SUBMITTALS WILL BE REVIEWED FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN CONCEPT EXPRESSED IN THE CONTRACT

DOCUMENTS.

SUBMITTAL REVIEW WILL NOT BE CONDUCTED FOR THE PURPOSE OF DETERMINING THE ACCURACY AND COMPLETENESS OF OTHER DETAILED INFORMATION SUCH AS DIMENSIONS AND QUANTITIES, OR FOR SUBSTANTIATING INSTRUCTIONS FOR INSTALLATION OR PERFORMANCE OF EQUIPMENT OR SYSTEMS DESIGNED

BY THE CONTRACTOR. ALL OF THIS REMAINS THE RESPONSIBILITY OF THE CONTRACTOR.

REVIEW SHALL NOT CONSTITUTE APPROVAL OF SAFETY PRECAUTIONS OR OF ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURE.

01 30 00 SUBMITTALS AND SHOP DRAWINGS

10. COMPLY WITH THE ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF SPECIAL FINISHES OR

TREATMENTS TO EXPOSED CONCRETE.

9. WELDING OF REINFORCING STEEL IS NOT PERMITTED.

8. THE HARDENED CONCRETE OF HORIZONTAL CONSTRUCTION JOINTS SHALL BE DAMPENED AND THEN THOROUGHLY COVERED WITH A COAT OF CEMENT GROUT OF SIMILAR PROPORTIONS TO THE MORTAR IN THE CONCRETE. THE FRESH CONCRETE SHALL BE PLACED BEFORE THE GROUT HAS ATTAINED ITS INITIAL SET.

7. ALL CONSTRUCTION JOINTS BELOW GRADE SHALL HAVE WATERSTOPS.

6. WHERE CONSTRUCTION JOINTS ARE REQUIRED BUT ARE NOT INDICATED ON THE DRAWINGS, THEY SHALL BE LOCATED AT THE MID-SPAN OF BEAMS, SLABS AND WALLS AND SHALL BE SUBJECT TO REVIEW BY THE A/E.

UNLESS NOTED OTHERWISE OR SHOWN ON THE DRAWINGS, PROVIDE A CONTINUOUS SHEAR KEY IN SLABS AND WALLS, AND A MINIMUM OF TWO (2) CONTINUOUS HORIZONTAL KEYS IN BEAMS AND EACH JOIST. THE MINIMUM

KEY SIZE SHALL BE 1 1/2" DEEP X 1/3 THE DEPTH OR WIDTH OF THE MEMBER.

5. WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT

INCLUDED. USE STANDARD 90° BAR HOOK UNLESS NOTED OTHERWISE.

4. THE CONTRACTOR SHALL REVIEW ALL DRAWINGS FOR SIZE AND LOCATION OF ALL EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, OPENINGS, ETC. REQUIRED BY OTHER TRADES. RECONCILE THEIR EXACT SIZES AND LOCATIONS BEFORE PROCEEDING WITH THE WORK. ALL ITEMS SHALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. SECURE THE APPROVAL OF THE STRUCTURAL ENGINEER PRIOR TO PLACING OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. DO NOT CORE DRILL THROUGH BEAMS, JOISTS, GIRDERS, AND WALLS. NO CONDUIT SHALL BE PLACED IN CONCRETE LABS OR BEAMS UNLESS SPECIFICALLY

SHOWN ON THE STRUCTURAL DRAWINGS.

3. ALL REINFORCING STEEL SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTM A615 GR...

3000 PSI FOR ALL CONCRETE, UNLESS SPECIFICALLY NOTED OTHERWISE.

2. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS AT 28 DAYS:

1. CAST-IN-PLACE CONCRETE WORK SHALL CONFORM TO THE PROJECT MANUAL AND LATEST AMERICAN CONCRETE INSTITUTE CODES AND STANDARDS, INCLUDING, BUT NOT LIMITED TO, ACI 301, ACI 315 AND ACI 318.

03 30 00 CAST-IN-PLACE CONCRETE

G. THE SUBGRADE SURFACE SHALL BE KEPT MOIST PRIOR TO FLOOR SLAB CONCRETE PLACEMENT. SOIL EXPOSED BENEATH FLOOR SLAB AREA SHALL NOT BE ALLOWED TO DRY OUT, AND SHALL BE MAINTAINED AT, OR ABOVE THE NATURAL OPTIMUM MOISTURE CONTENT (OMC) BY SPRINKLING, IF NECESSARY.

F. CONTRACTOR SHALL BE PREPARED TO DEWATER THE SITE/EXCAVATIONS IN CASE THE ACCUMULATION OF

WATER AND/OR SEEPAGE OCCURS.

E. PLACE A MINIMUM 10 MIL VAPER RETARDER BENERATH ALL FLOOR SLABS.

D. NONEXPANSIVE BACKFILL MATERIAL SHALL BE COMPACTED TO AT LEAST 92% OF ITS MAXIMUM DRY

DENSITY AS DETERMINED BY THE MODIFIED PROCTOR DENSITY TEST (ASTM D-1557).

C. THE SLAB ON GRADE SHALL BE BACKFILLED WITH PROPERLY COMPACTED, NONEXPANSIVE FILL MATERIAL.

NONEXPANSIVE FILL SHALL MEET REQUIREMENTS OF TEXAS DEPARTMENT OF TRANSPORTATION

STANDARD SPECIFICATION FOR BASE COURSE, ITEM 247, TYPE A, GRADE 1 OR 2.

B. REMOVE 6 FEET (MAX) OF EXISTING SOILS OR EXCAVATE TO TOP OF LIMESTONE AND REPLACE WITH COMPACTED, NONEXPANSIVE FILL UNDER SLAB-ON-GRADE CONSTRUCTION. ANY ADDITIONAL FILL

REQUIRED SHALL BE NONEXPANSIVE.

A. STRIP THE VEGETATION, ORGANIC AND OTHER DELETERIOUS MATERIAL FROM THE BUILDING PAD AREA.

2. THE SUBGRADE PREPARATION SHOULD BE AS FOLLOWS:

1. THE FOLLOWING EARTHWORK RECOMMENDATIONS ARE BASED ON THE GEOTECHNICAL REPORT.

31 23 03 STRUCTURAL EARTHWORK

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

1 TYPICAL EQUIPMENT PAD DETAIL

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FIRE PROTECTION SYMBOLS:

FIRE PROTECTION SUPPLY PIPE

DRAIN PIPE

CAP

ELBOW, 90

ELBOW, 90 TURNED UP

ELBOW, 90 TURNED DOWN

TEE DOWN

SPRINKLER ZONE BOUNDARY

F

FIRE PROTECTION HAZARD CLASSIFICATIONS:

OCCUPANCY: HC-1 HC-2

DESIGN DENSITY: 0.10 GPM/SQFT 0.20 GPM/SQFT

REMOTE AREA: 1500 SQFT 2500 SQFT

FIRE PROTECTION WATER SUPPLY DATA:

FLOW TEST TO BE PERFORMED BY CONTRACTOR.

NOTE: REFER TO EXISTING AS-BUILT DRAWINGS FOR ADDITIONAL INFORMATION.

FIRE PROTECTION GENERAL NOTES:

HOSE STREAM ALLOWANCE: 250 GPM 250 GPM

SYSTEM TYPE: WET-PIPE WET-PIPE

NONSTORAGE AREAS (PER FM GLOBAL DATA SHEET 3-26, TABLE 2):

D

STANDARD ABBREVIATIONS:

FDC FIRE DEPARTMENT CONNECTION

FM FACTORY MUTUAL

GPM GALLONS PER MINUTE

HC HAZARD CLASS

MEP MECHANICAL/ELECTRICAL/PLUMBING

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

PSI POUNDS PER SQUARE INCH

SQFT SQUARE FEET

SPRINKLER DETAILS:

PENDENT SEMI-RECESSED UPRIGHT PENDENT

NOTE:

1. WHERE PENDENT STYLE HEADS ARE INDICATED AND

AN ACOUSTICAL CEILING IS TO BE INSTALLED, INSTALL

PENDENT HEADS CENTERED IN BOTH DIRECTIONS WITH A

MAXIMUM ELEVATION OF 1/2" FROM CENTER OF TILE.

FIRE PROTECTION WET PIPEFP

1. SEE GENERAL SHEETS FOR ADDITIONAL SYMBOLS AND GENERAL

NOTES.

2. PROVIDE THE DESIGN AND INSTALLATION OF THE FIRE SUPPRESSION

SYSTEM IN ACCORDANCE WITH NFPA 13, INTERNATIONAL BUILDING

CODE 2015 AND FM GLOBAL DESIGN REQUIREMENTS FOR A FULLY

SPRINKLERED BUILDING. SPRINKLER SPACING AND K-FACTOR SHALL

BE IN ACCORDANCE WITH FM GLOBAL DATASHEET

3-26 FOR HAZARD CLASS 1 AND HAZARD CLASS 2 OCCUPANCIES.

3. ALL PENETRATIONS OF RATED WALLS AND FLOORS SHALL BE

SEALED/FIRESTOPPED PROPERLY-FLUSH AND NEAT WITH ADJACENT

SURFACES USING AN APPROVED THROUGH PENETRATION

FIRESTOPPING SYSTEM.

4. ALL SPRINKLER PIPING AND EQUIPMENT SHALL BE SUPPORTED FROM

INDEPENDENT STRUCTURAL SUPPORT SYSTEMS.

5. PROVIDE ACCESS PANELS TO ALL VALVES ABOVE NON-ACCESSIBLE

CEILINGS AND CHASES.

6. SPRINKLERS SHALL BE COORDINATED WITH ALL DIFFUSERS,

SPEAKERS, LIGHTING FIXTURES AND CEILING SYSTEMS

7. AUTOMATIC SPRINKLER TEMPERATURE RATINGS SHALL BE IN

ACCORDANCE WITH NFPA 13 AND FM GLOBAL DESIGN CRITERIA.

8. ALL VALVES ON THE FIRE PROTECTION SYSTEM SHALL BE

ELECTRICALLY SUPERVISED.TYPE AND EXACT LOCATION OF FLOW,

PRESSURE AND SUPERVISORY SWITCHES SHALL BE COORDINATED

BETWEEN THE DIFFERENT RESPONSIBLE TRADES.

9. ALL POWER WIRING SHALL BE ACCOMPLISHED AS SPECIFIED UNDER

THE ELECTRICAL DIVISIONS OF THIS SPECIFICATION. ALL CONTROL

AND INTERLOCK WIRING SHALL BE ACCOMPLISHED AS SPECIFIED

UNDER THE FIRE ALARM DIVISION OF THE SPECIFICATIONS IN

ACCORDANCE WITH THE REQUIREMENTS IN THE ELECTRICAL

DIVISION. COORDINATE ALL ELECTRICAL ITEMS WITH ELECTRICAL

CONTRACTOR.

10. PROVIDE A PERMANENTLY ATTACHED NAME TAG STATING THE

REQUIRED DESIGN CRITERIA FOR EACH HYDRAULICALLY DESIGNED

SYSTEM.

11. SPRINKLERS SHALL COVER THE ENTIRE AREA OF THE ROOM

INCLUDING ALCOVES. SPRAY SHALL NOT BE BLOCKED BY WALLS,

PARTITIONS, COLUMNS OR OTHER MEP EQUIPMENT.

12. PROVIDE SYSTEMS WITH FLUSHING CONNECTIONS.

13. PROVIDE GUARDS ON SPRINKLERS IN ELECTRIC ROOMS.

14. LOCATION OF INSPECTOR'S TEST VALVES SHALL NOT EXCEED 7 FEET

ABOVE THE FINISHED FLOOR

15. PIPING SIZING INDICATED ON DRAWINGS IS BASED ON PRELIMINARY

HYDRAULIC CALCULATIONS USING AVAILABLE FLOW DATA.

CONTRACTOR SHALL ADJUST SIZING AS REQUIRED BASED ON NEW

CONTRACTOR PROVIDED FLOW TEST AND HYDRAULIC CALCULATIONS.

16. CONTRACTOR SHALL PERFORM SYSTEM TEST AND INSPECTION IN

ACCORDANCE WITH NFPA 13. DEFECTS SHALL BE REPAIRED AND

SYSTEM RETESTED UNTIL THERE ARE NO DEFECTS.

17. DRAINS SHALL BE PROVIDED AT SYSTEM LOW POINTS AS NECESSARY

TO FACILITATE COMPLETE DRAINAGE OF SYSTEM.

18. PROVIDE DELEGATED DESIGN FOR FIRE PROTECTION SYSTEMS PER

SPECIFICATIONS

19. PROVIDE A COMPLETE SPRINKLER SYSTEM SUBMITTAL BY A

LICENSED FIRE PROTECTION ENGINEER, INCLUDING SHOP DRAWINGS,

HYDRAULIC CALCULATIONS, AND MATERIAL CUT SHEETS.

FP FIRE PROTECTION

CHECK VALVE

SHUT-OFF VALVE

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REVISE TOTAL NUMBER OF SPRINKLER HEADS

AND COVERAGE AS REQUIRED TO MEET

HAZARD CLASSIFICATION REQUIREMENTS.

4", FP

EXISTING 4" FIRE PROTECTION

TO 6" MAIN FIRE LINE

4", FP

EXISTING 4" FP UP

EXISTING 4" FP UP

PROVIDE NEW BRANCH LINE

TO ROOM WITH A

SUPERVISED SHUT-OFF

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PROVIDE NEW BRANCH LINE

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PROVIDE NEW BRANCH LINE

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SWITCH, AND TEST VALVE

PROVIDE NEW BRANCH LINE

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EXISTING FIRE PROTECTION TO REMAIN

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FLOW ARROW

CONNECT TO EXISTING

PIPE CAPPED

END OF DEMOLITION

AIRFLOW ARROW

DESCRIPTIONSYMBOL

MECHANICAL SYMBOLS LIST

NOTE: NOT ALL SYMBOLS MAY BE USED.

TEMPERATURE SENSOR

HUMIDITY SENSOR

PIPE UNION

REDUCED PRESSURE BACKFLOW PREVENTER

THREE-WAY CONTROL VALVE

TWO-WAY CONTROL VALVE

GENERAL SERVICE VALVE (SEE SPECIFICATIONS

FOR VALVE TYPE PER APPLICATION)

CHECK VALVE (ARROW INDICATES

DIRECTION OF FLOW)

AUTOMATIC BALANCING VALVE

AUTOMATIC AIR VENT

TEMPERATURE/PRESSURE TEST PLUG (PETE'S

PLUG)

DRAIN VALVE WITH THREADED

HOSE CONNECTION

THERMOMETER

STRAINER WITH BLOW DOWN VALVE

PRESSURE GAUGE WITH STOPCOCK

PITCH DOWN IN DIRECTION OF ARROW

FLEXIBLE PIPE CONNECTION

PIPE ANCHOR

MANUAL AIR VENT

PIPE GUIDES OR SLEEVES

FLOW METER

RELIEF VALVE

PRESSURE REDUCING VALVE

MANUAL BALANCING VALVEM

A

AV

MAV

TWO-WAY PRESSURE INDEPENDENT

CONTROL AND BALANCE VALVE

COCO CLEAN OUT

PICBV

THERMOSTAT WITH ADJUSTABLE CONTROLT

HUMIDISTAT WITH ADJUSTABLE CONTROLH

CARBON DIOXIDE SENSOR

CARBON MONOXIDE SENSOR

NITROGEN DIOXIDE SENSOR

CO2

CO

NO2

H

T

STEAM TRAP

STEAM PRESSURE REGULATING VALVE

OCCUPANCY SENSOROS

PIPE DROP

PIPE RISE

PIPE TEE DOWN

PIPE REDUCER

DESCRIPTIONSYMBOL

MECHANICAL SYMBOLS LIST CONT.

NOTE: NOT ALL SYMBOLS MAY BE USED.

SUPPLY DIFFUSER WITH FLEXIBLE DUCT

SUPPLY DIFFUSER

RETURN/EXHAUST GRILLE

SIDEWALL SUPPLY DIFFUSER

SIDEWALL RETURN/EXHAUST GRILLE

DAMPERS

BDD: BACKDRAFT DAMPER

FSD: FIRE/SMOKE DAMPER

FD: FIRE DAMPER

MD: MOTORIZED DAMPER

SD: SMOKE DAMPER

VD: VOLUME DAMPER

BDD

TAG - NECK SIZE

AIRFLOW (CFM)

TAG - NECK SIZE

AIRFLOW (CFM)

TAG - NECK SIZE

AIRFLOW (CFM)

TAG - NECK SIZE

AIRFLOW (CFM)

TAG - NECK SIZE

AIRFLOW (CFM)

S1-6ø

TAG EXAMPLE:

S1-6ø

TAG EXAMPLE:

R1-22x10

TAG EXAMPLE:

S2-12x8

TAG EXAMPLE:

R2-12x8

TAG EXAMPLE:

E1-22x10

E2-12x8

RECTANGULAR DUCT ELBOW UP

SUPPLY AND OUTDOOR AIR

OVAL DUCT ELBOW UP

ROUND DUCT ELBOW UP

RECTANGULAR DUCT ELBOW UP

RETURN, RELIEF, AND EXHAUST AIR

OVAL DUCT ELBOW UP

ROUND DUCT ELBOW UP

NEW WORK DUCTWORK

EXISTING DUCTWORK

DEMOLITION DUCTWORK

NEW WORK PIPING

EXISTING PIPING

DEMOLISHED PIPING

NEW WORK MECHANICAL EQUIPMENT

(WITH CLEARANCE SHOWN)

EXISTING MECHANICAL EQUIPMENT

DEMOLISHED MECHANICAL EQUIPMENT

VAV TERMINAL BOX (WITH REHEAT)

VAV TERMINAL BOX (NO REHEAT)

GENERIC FAN

GENERIC PUMP

RECTANGULAR DUCT ELBOW DOWN

SUPPLY AND OUTDOOR AIR

OVAL DUCT ELBOW DOWN

ROUND DUCT ELBOW DOWN

RECTANGULAR DUCT ELBOW DOWN

RETURN, RELIEF, AND EXHAUST AIR

OVAL DUCT ELBOW DOWN

ROUND DUCT ELBOW DOWN

1. IF MIN COOLING CFM IS NOT SHOWN ON

PLANS, THEN MIN COOLING CFM IS EQUAL

TO 30% OF MAX COOLING CFM.

2. HEATING CFM IS EQUAL TO MIN COOLING

CFM.

TAG EXAMPLES:

DUCTWORK PLANS

TAG

MAX COOLING CFM / MIN COOLING CFM

PIPING PLANS

TAG

GPM

TERMINAL BOXES

TB1

0.5

TB1

500/200

TB1

DUCTWORK

PLANS

PIPING

PLANS

TERMINAL BOX NOTES

ACCESS DOOR

DESCRIPTIONSYMBOL

MECHANICAL CONTROLS SYMBOLS LIST

NOTE: NOT ALL SYMBOLS MAY BE USED.

AIR FLOW MEASURING DEVICEAF

AIR SWITCHAS

CT CONDUCTIVITY TRANSMITTER

CURRENT SENSORCS

DIFFERENTIAL PRESSURE TRANSMITTERDP

EPT ELECTRONIC PNEUMATIC TRANSDUCER

END SWITCHES

FLOW METERFM

HAND-OFF-AUTO SWITCHHOA

LEVEL TRANSMITTERLT

METERM

PHT PH TRANSMITTER

PRESSURE SWITCHPS

PRESSURE TRANSMITTERPT

SMOKE DETECTORSD

STARTER

TEMPERATURE SWITCHTS

VARIABLE FREQUENCY DRIVEVFD

FS WATER FLOW SWITCH

VIBRATION TRANSMITTERVT

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MECHANICAL ABBREVIATIONS

NOTE: NOT ALL ABBREVIATIONS MAY BE USED.

ABBREVIATION DESCRIPTION

IPLV INTEGRATED PART LOAD VALUE

KW KILOWATTS

LAT LEAVING AIR TEMPERATURE

LWT LEAVING WATER TEMPERATURE

MBH THOUSAND BTUH

MCA MAXIMUM CURRENT AMPACITY

MFR MANUFACTURER

MOCP MAXIMUM OVERCURRENT PROTECTION

N/A NOT APPLICABLE

NC NORMALLY CLOSED

NO NORMALLY OPEN

NOX NITROUS OXIDE

NPLV NON-STANDARD PART LOAD VALUE

NPSH NET POSITIVE SUCTION HEAD

NTS NOT TO SCALE

OD OUTSIDE DIAMETER

PD PRESSURE DROP

PG PROPYLENE GLYCOL

PPH POUNDS PER HOUR

PPM PARTS PER MILLION

PRV PRESSURE REDUCING VALVE

PSI PUNDS PER SQUARE INCH

REFRIG REFRIGERANT

RH RELATIVE HUMIDITY

RPM REVOLUTIONS PER MINUTE

SEER SEASONAL ENERGY EFFICIENCY RATIO

SP STATIC PRESSURE

TSP TOTAL STATIC PRESSURE

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VAV VARIABLE AIR VOLUME

VFD VARIABLE FREQUENCY DRIVE

VRF VARIABLE REFRIGERANT FLOW

W WATTS

WB WET BULB

WG WATER GAUGE

WPD WATER PRESSURE DROP

MECHANICAL ABBREVIATIONS

NOTE: NOT ALL ABBREVIATIONS MAY BE USED.

ABBREVIATION DESCRIPTION

(D) EXISTING TO BE DEMOLISHED

(E) EXISTING TO REMAIN

(F) FUTURE

AFF ABOVE FINISHED FLOOR

AMB AMBIENT

APD AIR PRESSURE DROP

BAS BUILDING AUTOMATION SYSTEM

BFP BACKFLOW PREVENTOR

BHP BRAKE HORSEPOWER

BLDG BUILDING

BOB BOTTOM OF BEAM

BOD BOTTOM OF DUCT

BOP BOTTOM OF PIPE

BOS BOTTOM OF STRUCTURE

BTUH BRITISH TEHRMAL UNITS PER HOUR

CFM CUBIC FEET PER MINUTE

CL CENTER LINE

CO CLEAN OUT

COMPR COMPRESSOR

COP COEFFICIENT OF PERFORMANCE

CU CONDENSING UNIT

CV CONSTANT VOLUME

DB DRY BULB

DIA DIAMETER

DN DOWN

EAT ENTERING AIR TEMPERATURE

EER ENERGY EFFICIENCY RATIO

EFF EFFICIENCY

EG ETHYLENE GLYCOL

ESP EXTERNAL STATIC PRESSURE

EWT ENTERING WATER TEMPERATURE

FCU FAN COIL UNIT

FLA FULL LOAD AMPS

FPI FINS PER INCH

FPM FEET PER MINUTE

FPS FEET PER SECOND

FT FEET

GAL GALLONS

GPM GALLONS PER MINUTE

HD HEAD

HP HORSEPOWER

ID INNER DIAMETER

MECHANICAL SYSTEM TYPES AND ABBREVIATIONS

NOTE: NOT ALL ABBREVIATIONS MAY BE USED.

ABBREVIATION DESCRIPTION

CHR CHILLED WATER RETURN

CHS CHILLED WATER SUPPLY

CWR CONDENSER WATER RETURN

CWS CONDENSER WATER SUPPLY

D DRAIN

EA EXHAUST AIR

GR GEOTHERMAL RETURN

GS GEOTHERMAL SUPPLY

HR HEAT PUMP RETURN

HS HEAT PUMP SUPPLY

HWR HEATIN HOT WATER RETURN

HWS HEATING HOT WATER SUPPLY

MW MAKEUP WATER - GENERIC

OA OUTDOOR AIR

PC PUMPED CONDENSATE

R REFRIGERANT

RA RETURN AIR

REL RELIEF AIR

SA SUPPLY AIR

MECHANICAL GENERAL NOTES

19. INSULATE DUCTWORK AND PIPING WHERE EXISTING INSULATION HAS BEEN DAMAGED AND/OR

REMOVED IN THE PERFORMANCE OF WORK FOR THIS PROJECT.

20. FOR RENOVATION WORK, IT IS PROHIBITED TO SUSPEND NEW WORK FROM THE EXISTING FLOOR

SLAB OR ROOF DECK.

21. PERFORM A COMPLETE AIR AND WATER SYSTEM FLOW BALANCE FOR ALL EQUIPMENT THAT IS

SHOWN, SCHEDULED OR OTHERWISE IDENTIFIED, AT THE END OF CONSTRUCTION.

22. INSTALL EQUIPMENT, MATERIALS, ETC. IN STRICT ACCORDANCE WITH THE MANUFACTURER’S

RECOMMENDATIONS AND DIRECTION. PROVIDE STRAIGHT INLET AND OUTLET DUCTS/PIPES BASED ON MANUFACTURER’S RECOMMENDATIONS. IF IN CONFLICT WITH THE DESIGN INDICATED HEREIN, ADVISE THE ENGINEERS PRIOR TO INSTALLATION FOR CLARIFICATION.

23. COORDINATE THE EXACT LOCATIONS OF DIFFUSERS, GRILLES AND REGISTERS WITH

ARCHITECTURAL REFLECTED CEILING PLANS, AREA SMOKE DETECTORS, SPRINKLERS, LIGHTS AND ELECTRICAL DEVICES. AIR DEVICES SHALL NOT BE WITHIN 3 FEET OF AN AREA SMOKE DETECTOR.

24. UNLESS NOTED OTHERWISE, PROVIDE BRANCH DUCT TO DIFFUSERS SAME SIZE AS DIFFUSER NECK.

FLEXIBLE DUCT CONNECTION TO THE DIFFUSER SHALL BE NO MORE THAN FIVE FEET IN LENGTH. ALL BRANCH DUCT TAKEOFFS TO AIR DEVICES SHALL HAVE A MANUAL BALANCING DAMPER INSTALLED

IN AN ACCESSIBLE LOCATION.

25. AIR DEVICES PROVIDED WITH INTEGRAL BALANCE DAMPERS DO NOT REQUIRE ADDITIONAL

BALANCING DAMPER AT AIR DEVICE BRANCH TAKEOFF.

26. PROVIDE ROOM TEMPERATURE THERMOSTATS FOR ALL EQUIPMENT THAT MAINTAINS SPACE

TEMPERATURE. PREFERRED LOCATIONS ARE SHOWN ON THE PLANS. THERMOSTATS SHALL BE

MOUNTED AT 48" ABOVE FINISHED FLOOR, UNLESS NOTED OTHERWISE. COORDINATE THE EXACT

LOCATIONS OF THERMOSTATS WITH MARKERBOARDS, SWITCHES, AND ANY OTHER WALL MOUNTED

FIXTURES PRIOR TO ROUGH IN.

27. UNLESS NOTED OTHERWISE, MINIMUM PIPE SIZE SHALL BE 3/4 INCH AND MINIMUM FLOW SHALL BE

0.5 GPM.

28. PROVIDE SHUT-OFF VALVES WITHIN ALL SUPPLY PIPING BRANCH TAKEOFFS FROM MAINS. PROVIDE A MANUAL BALANCE VALVE AND A SEPARATE SHUT-OFF VALVE WITHIN ALL RETURN PIPING BRANCH

TAKE-OFFS FROM MAINS. LOCATE VALVES IN ACCESSIBLE LOCATIONS.

29. INSTALL ALL PIPING IN LOCATIONS AND ELEVATIONS SUCH THAT COILS, TUBES, AND FILTERS CAN BE

REMOVED AND REPLACED WITHOUT MAJOR PIPING REMOVAL. LOCATE VALVES IN APPROPRIATE

PLACES TO ACCOMMODATE MAINTENANCE. FOR GRAVITY FLOW PIPING, ADEQUATE SLOPE SHALL BE

PROVIDED.

30. INSTALL TWO-WAY CONTROL VALVES ON ALL EQUIPMENT UNLESS NOTED OTHERWISE.

31. AT TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE, AND UNTIL

FINAL STARTUP OF THE HEATING AND COOLING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR

OTHER METHODS ACCEPTABLE FOR PROTECTION TO THE ENFORCING AGENCY TO REDUCE THE

AMOUNT OF DUST OR DEBRIS WHICH MAY COLLECT IN THE SYSTEM(S).

32. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OF THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT PROVIDES AT LEAST A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8 PRIOR TO OCCUPANCY. FILTERS SHALL BE

CHANGED PRIOR TO AIR BALANCE AND COMMISSIONING, AND AGAIN AT THE COMPLETION OF

CONSTRUCTION JUST PRIOR TO OCCUPANCY OF THE BUILDING WITH FINAL FILTERS PER

SPECIFICATIONS. MAINTENANCE RECOMMENDATIONS FOR FILTERS OF THE SAME VALUE SHALL BE

INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL.

33. INSTALLATION OF HVAC, REFRIGERATION, AND FIRE SUPPRESSION EQUIPMENT SHALL NOT CONTAIN

ANY CFCS OR HALONS.

34. ALL SUPPORTS FOR EQUIPMENT, DUCTWORK AND PIPING SYSTEMS, DEVICES SHALL BE FROM THE

BUILDING STRUCTURE. SUPPORT FROM STRUCTURAL BRIDGING IS UNACCEPTABLE.

35. INSTALL NO PIPING, CONDUIT, DUCTWORK, ETC., IN A LOCATION OR IN A MANNER THAT WILL ALLOW

FREEZING AND/OR THE COLLECTION OF CONDENSATION.

36. CONTRACTOR IS RESPONSIBLE FOR DRAINING, FLUSHING, PURGING, AND FILLING ALL PIPING SYSTEMS AS REQUIRED. THESE SYSTEMS INCLUDE (BUT MAY NOT BE LIMITED TO): HEATING HOT WATER SYSTEMS, CHILLED WATER SYSTEMS, BUILDING STEAM SYSTEMS, ALL REQUIRED CHEMICAL

TREATMENT SYSTEMS, CONDENSER WATER SYSTEMS (AND COOLING TOWER SUMPS),

WATER-SOURCE HEAT PUMP LOOP SYSTEMS, GROUND-SOURCE HEAT PUMP LOOP SYSTEMS, AND

MAKE-UP WATER CONNECTIONS.

MECHANICAL GENERAL NOTES

1. VISIT THE SITE OF THE WORK TO GAIN AN ACCEPTABLE KNOWLEDGE OF CONDITIONS AFFECTING

THE EXECUTION OF THE WORK. AFTER VISITING THE SITE, REQUEST SUCH INFORMATION AND/OR CLARIFICATIONS AS NECESSARY TO FULLY UNDERSTAND THE WORK REQUIRED AND TO PROPERLY

ESTIMATE COSTS.

2. REVIEW ALL DRAWINGS TO VERIFY EXTENT AND SCHEDULING OF ALL DEMOLITION ACTIVITIES PRIOR

TO COMMENCING DEMOLITION WORK. FIELD VERIFY ALL SIZES AND LOCATIONS OF EXISTING

DUCTWORK AND PIPING TO REMAIN. NOTIFY ARCHITECT/ENGINEER OF DEVIATIONS WHICH AFFECT

RENOVATION WORK PRIOR TO PROCEEDING WITH THE WORK.

3. ITEMS NOTED TO BE DEMOLISHED INCLUDES BUT IS NOT LIMITED TO ALL ASSOCIATED

COMPONENTS, CONTROL WIRING, PIPING, DUCTWORK, ELECTRICAL CONNECTIONS, SUPPORTS,

INSULATION, ETC. COORDINATE WITH OTHER TRADES AS REQUIRED.

4. ALL WORK IS TO BE PHASED AS INDICATED ON THE ARCHITECTURAL DRAWINGS. COORDINATE

PHASING OF ALL DEMOLITION, RENOVATION, AND NEW WORK WITH OTHER TRADES. CLOSELY

COORDINATE PHASING OF WORK WITHIN CORRIDORS WITH THE OWNER. CORRIDORS CANNOT BE

COMPLETELY CLOSED OFF TO PEDESTRIAN TRAFFIC. TO ACCOMMODATE PHASING, CORRIDOR

ACCESS WORK MAY NEED TO BE PERFORMED DURING OFF PEAK PERIODS. PRIOR TO MOVING ON

TO THE NEXT PHASE, ALL WORK IN PREVIOUSLY PHASED AREAS MUST BE COMPLETE AND

OPERATIONAL.

5. ENSURE THAT THE WORK WILL NOT INTERFERE OR INTERRUPT SERVICES TO AREAS OUTSIDE OF

THE DESIGNATED CONTRACT AREAS. SCHEDULE ALL WORK AS TO CAUSE MINIMAL SERVICE

INTERRUPTIONS FOR THE OWNER. UNAVOIDABLE INTERRUPTIONS ARE TO BE SCHEDULED WITH THE

OWNER NO LESS THAN TWO WEEKS PRIOR TO THEIR EXPECTED COMMENCEMENT. WORK SHALL BE

PERFORMED AT SUCH TIMES AS DIRECTED BY THE OWNER AND, IF POSSIBLE, ARE TO OCCUR

DURING OFF PEAK PERIODS.

6. THE CONTRACTOR IS TO VERIFY THE EXACT SERVICE OF ANY EXISTING PIPING OR DUCTWORK PRIOR TO INSTALLING ANY NEW CONNECTIONS. ANY DISCREPANCIES BETWEEN THE CONSTRUCTION

DOCUMENTS OR THE DESIGN INTENT AND ACTUAL CONDITIONS ARE TO BE BROUGHT TO THE

ATTENTION OF THE ENGINEER IMMEDIATELY, PRIOR TO FABRICATION OR INSTALLATION.

7. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING LAY-IN CEILING GRID AND TILES AS

NECESSARY TO COMPLETE ABOVE CEILING WORK. RETURN CEILING TO ORIGINAL CONDITION

FOLLOWING COMPLETION OF CONSTRUCTION.

8. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL

COMPLETE AND OPERABLE SYSTEMS AS INDICATED ON THE DRAWINGS AND SPECIFICATIONS.

INCLUDE ALL NECESSARY AND APPLICABLE APPURTENANCES, WHETHER INDICATED OR NOT.

9. ANY DEVIATIONS FROM THE BASIS OF DESIGN THAT REQUIRE ADDITIONAL PROVISIONS SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR.

10. COORDINATE THE EXACT REQUIREMENTS AND LOCATION OF WORK WITH THE WORK OF OTHER TRADES PRIOR TO FABRICATION AND INSTALLATION. PROVIDE ADDITIONAL OFFSETS AND SECTIONS

IN DUCTWORK AND/OR PIPING REQUIRED TO MEET THE APPLICABLE JOB CONDITION

REQUIREMENTS. VERIFY JOB SITE ELEVATIONS, DIMENSIONS, AND CONDITIONS, PRIOR TO

FABRICATION OR INSTALLATION OF THE WORK. COORDINATE EXACT ROUTING OF DUCTWORK AND PIPING WITH OTHER TRADES SO THAT NO CONFLICTS OCCUR WITH DUCTWORK, PIPING, LIGHTS, STRUCTURE, ETC. PROVIDE ALL PERTINENT DATA CONCERNING THE LOCATION, DIMENSIONS, ETC., OF THE MECHANICAL EQUIPMENT THAT REQUIRES BASES, CURBS AND SUPPORTS TO THE

APPROPRIATE TRADES.

11. WHERE CEILINGS ARE INDICATED, ALL DUCTS AND PIPES SHALL BE RAN ABOVE CEILING. IN EXPOSED CONDITIONS, INSTALL DUCTWORK AND PIPING TIGHT TO THE BOTTOM OF STRUCTURE.

12. DO NOT INSTALL NEW DUCTWORK OR PIPING OVER ELECTRICAL EQUIPMENT.

13. ALL ITEMS THAT REQUIRE MAINTENANCE OR ADJUSTMENT MUST BE INSTALLED IN ACCESSIBLE

LOCATIONS. PROVIDE AN APPROPRIATELY SIZED ACCESS DOOR AS REQUIRED.

14. ALL SEALS, BEARINGS, PACKINGS, AND ACCESSORIES FOR ALL EQUIPMENT AND PIPING SPECIALTIES

SHALL BE SUITABLE FOR THE CONTINUOUS OPERATIONAL TEMPERATURES, PRESSURES AND

CHARACTERISTICS, OF THE SYSTEM THEY SERVE.

15. CONTRACTOR TO PATCH FLOOR SLAB AND WALL PENETRATIONS TO MATCH EXISTING WHERE

PIPING, DUCT OR EQUIPMENT IS BEING REMOVED OR INSTALLED.

16. INSTALL ALL WORK TO COMPLY WITH ALL LAWS, REGULATIONS, CODES, AND STANDARDS (FEDERAL, STATE, AND LOCAL), AS ADOPTED BY THE AGENCIES HAVING JURISDICTION, INCLUDING

REASONABLY ANTICIPATED REVISIONS BASED ON EMERGING TRENDS IN BUILDING REGULATIONS.

WHERE ANY OF THESE DIFFER, THE MOST STRINGENT SHALL APPLY.

17. CONTRACT DOCUMENTS FOR MECHANICAL WORK ARE SCHEMATIC IN NATURE AND ARE INTENDED

TO CONVEY SCOPE AND GENERAL ARRANGEMENT ONLY.

18. ALL ROOFING MODIFICATIONS SHALL BE DONE BY OWNER’S ROOFING VENDOR TO MAINTAIN ANY AND ALL WARRANTIES. COST TO BE INCLUDED IN THIS CONTRACT UNLESS SPECIFICALLY INCLUDED

IN GENERAL TRADES CONTRACTOR’S SCOPE OF WORK.

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MD401

MD402

EXISTING FIRE

PROTECTION TO

REMAIN

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LEAD DESIGNER

CLIENT PROJECT NUMBERTECH REVIEWER

SHEETDESIGNED BY

DATE

SCALE

DATE

TEXAS SERIAL NO.

NORTH

PROJECT

NORTH

AS NOTED

1 2 3 4 5

C

B

A

05/30/2018

TEXAS REGISTRATION NO: 3580

VICTORIA ROSE OWENS HERMAN

120708

5/

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N -O

VE

RA

LL

MD100

S.K

V.H

V.H V.H

LAUGHLIN A.F.B.

DEL RIO, TX

AECOM

http://www.aecom.com

19219 KATY FREEWAY

SUITE 100

HOUSTON, TX 77094

LA

U

G H

LI

N

A .F

.B . B

U

PS

MXDP 16-1015

05/30/18

1. THE MECHANICAL RELATED DEMOLITION WORK

INDICATED ON THE PLANS, SPECIFICATIONS, AND NOTES

IS TO BE CLOSELY COORDINATED WITH THE OWNER'S

REPRESENTATIVE. NO DEMOLITION SHALL TAKE PLACE

IN ANY AREA OR BUILDING UNTIL THE CONTRACTOR HAS

BEEN GIVEN APPROVAL TO PROCEED IN THAT SPECIFIC

LOCATION. REFER TO ELECTRICAL DEMOLITION

DRAWINGS FOR ADDITIONAL INFORMATION AND

DEMOLITION SCOPE OF WORK.

2. IF IT BECOMES NECESSARY DURING DEMOLITION TO

TEMPORARILY REMOVE ANY EQUIPMENT, PIPING, ETC.

WHICH IS NOT SPECIFICALLY NOTED TO BE REMOVED

(THEREBY IMPLYING THAT THEY ARE TO BE LEFT FOR

FUTURE USE), THE CONTRACTOR SHALL REINSTALL SAID

SYSTEMS TO FULLY OPERABLE CONDITION IN THEIR

ORIGINAL LOCATIONS.

3. DISPOSE OF ALL REMOVED EQUIPMENT AS DIRECTED BY

THE OWNER.

4. CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL

FEES.

5. ALL DEMOLITION WORK SHALL BE SCHEDULED WITH THE

OWNER AT LEAST 48 HOURS PRIOR TO THE WORK.

SYSTEM SHUT DOWNS AFFECTING OTHER BUILDING

AREAS REQUIRE 2 WEEKS NOTICE AND COORDINATION

WITH THE OWNER.

6. PATCH ALL OPENINGS IN WALLS, FLOORS AND CEILINGS

WHICH ARE MADE FOR ACCESS TO THE EXISTING

EQUIPMENT BEING DEMOLISHED OR OTHERWISE

MODIFIED.

7. ANY DAMAGE TO THE OWNER'S OR TENANT'S

PROPERTY, TO THE STRUCTURE OR BUILDING, OR TO

EQUIPMENT RESULTING FROM THE CONTRACTOR'S

OPERATIONS SHALL BE REPAIRED OR REPLACED BY THE

CONTRACTOR TO THE SATISFACTION OF THE OWNER

WITHOUT ADDITIONAL COST TO THE OWNER. REPAIR OR

REPLACEMENT SHALL, AS A MINIMUM, EQUAL EXISTING

CONDITIONS.

8. FIRE-PROOFING ON EXISTING STRUCTURE SHALL BE

REPLACED OR TOUCHED-UP WHERE DISTURBED FOR

THE INSTALLATION OF THE MECHANICAL SYSTEMS.

9. ANY EXISTING EQUIPMENT, DUCTS, OR PIPING THAT ARE

DESIGNATED TO BE REUSED OR CONNECTED TO WHICH

ARE FOUND TO BE DAMAGED OR NON-OPERABLE SHALL

BE BROUGHT TO THE ATTENTION OF THE OWNER AND

ENGINEER IMMEDIATELY. INSPECT THE EXISTING

SYSTEM. BRING TO THE ATTENTION OF THE OWNER

AND ENGINEER ANY UNUSUAL, DAMAGED, OR NON-

OPERATION CONDITION OF THE EXISTING SYSTEM

BEFORE PROCEEDING WITH RELATED WORK.

10. MAINTAIN THE SECURITY OF THE FACILITY AT ALL TIMES.

11. MAINTAIN THE FIRE AND SMOKE CONSTRUCTION

INTEGRITY OF THE EXISTING FACILITY.

12. THE INFORMATION DEPICTED ON THESE DRAWINGS HAS

BEEN DERIVED FROM FIELD OBSERVATIONS OF THE

EXISTING CONDITIONS AND FROM EXISTING DRAWINGS.

NOT ALL CONDITIONS COULD BE VERIFIED. THE

CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS

PRIOR TO STARTING WORK. THE CONTRACTOR SHALL

NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN

CONDITIONS WHICH WILL AFFECT THE WORK.

13. REMOVE AND DEMOLISH - CONTRACTOR SHALL

REMOVE ITEM INDICATED AND DISPOSE OF ITEM.

CONTRACTOR SHALL BE RESPONSIBLE FOR

DISCONNECTION OF ALL SERVICES, APPURTENANCES,

AND ACCESSORIES OF ITEM INDICATED. COORDINATE

DISCONNECTION OF ANY ELECTRICAL SERVICES AS

REQUIRED. DISPOSAL OF EQUIPMENT SHALL MEET ALL

LOCAL, STATE AND FEDERAL REGULATIONS.

14. REMOVE AND SALVAGE - CONTRACTOR SHALL REMOVE

ITEM INDICATED AND PROVIDE TO OWNER FOR USE BY

OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR

DISCONNECTION OF ALL SERVICES, APPURTENANCES,

AND ACCESSORIES OF ITEM INDICATED. COORDINATE

DISCONNECTION OF ANY ELECTRICAL SERVICES WITH

ELECTRICAL CONTRACTOR.

15. REMOVE AND RE-USE - CONTRACTOR SHALL REMOVE

ITEM FOR RE-USE ON THIS PROJECT. CONTRACTOR

SHALL BE RESPONSIBLE FOR DISCONNECTION OF ALL

SERVICES, APPURTENANCES, AND ACCESSORIES OF

ITEM INDICATED. COORDINATE DISCONNECTION OF ANY

ELECTRICAL SERVICES AS REQUIRED. IN INTERIM TIME

BETWEEN REMOVAL AND RE-INSTALLATION,

CONTRACTOR SHALL STORE ITEM AT SITE AND PROTECT

FROM DAMAGE. CONTRACTOR SHALL BE RESPONSIBLE

FOR MAINTAINING EXISTING CONDITION OF ITEM AND

FOR COSTS INCURRED FOR REPLACEMENT/REPAIR OF

ITEM TO PRESENT CONDITION.

MECHANICAL DEMOLITION GENERAL NOTES

Scale: 1/16" = 1'-0"

2 FIRST FLOOR DEMOLITION PLAN - OVERALL

REMOVE ALL ACOUSTIC

PANELS IN ROOM ON WALLS

AND CEILING.

REFER TO ASBESTOS

ABATEMENT SPECIFICATION.

REMOVE ALL ACOUSTIC

PANELS IN ROOM ON WALLS

AND CEILING.

REFER TO ASBESTOS

ABATEMENT SPECIFICATION.

REMOVE ALL ACOUSTIC

PANELS IN ROOM ON WALLS

AND CEILING.

REFER TO ASBESTOS

ABATEMENT SPECIFICATION.

REMOVE ALL ACOUSTIC

PANELS IN ROOM ON WALLS

AND CEILING.

REFER TO ASBESTOS

ABATEMENT SPECIFICATION.

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5"

HW

R

5"

HW

S

4", FP

4", FP4

4 4

CHILLED WATER

PIPES TO REMAIN

PROVIDE DRAIN PAN

EXITING GRILLE TO BE

REMOVED, WALL

OPENING TO BE REUSED

RETURN GRILL TO BE

REMOVED.

PATCH, REPAIR AND SEAL

OPENING TO MATCH

EXISTING WALL.

REMOVE ALL ACOUSTIC

PANELS IN ROOM ON WALLS

AND CEILING.

REFER TO ASBESTOS

ABATEMENT SPECIFICATION.

EXISTING SUPPLY AIR

DUCT TO REMAIN.

EXISTING FIRE PROTECTION WET PIPE

SYSTEM TO BE RECONFIGURED

EXISTING AIR TERMINAL TO

BE REMOVED

EXISTING VERTICAL SHAFT TO BE SEALED

EXISTING FLOOR TRENCH

ADD 1 HOUR FIRE RATING AT

EXIT FROM ROOM

PATCH, REPAIR AND

SEAL OPENING TO

MATCH EXISTING WALL.

EXISTING SUPPLY AIR

DUCT TO REMAIN

RETURN GRILL TO BE

REMOVED.

PATCH, REPAIR AND

SEAL OPENING TO

MATCH EXISTING WALL.

EXISTING WALL TO BE PATCHED,

REPAIRED AND SEALED

N

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OF 24

LEAD DESIGNER

CLIENT PROJECT NUMBERTECH REVIEWER

SHEETDESIGNED BY

DATE

SCALE

DATE

TEXAS SERIAL NO.

NORTH

PROJECT

NORTH

AS NOTED

1 2 3 4 5

C

B

A

05/30/2018

TEXAS REGISTRATION NO: 3580

VICTORIA ROSE OWENS HERMAN

120708

5/

/2

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05/30/2018

M

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LA

N

MD401

SK

VH

VH VH

LAUGHLIN A.F.B.

DEL RIO, TX

AECOM

http://www.aecom.com

19219 KATY FREEWAY

SUITE 100

HOUSTON, TX 77094

LA

U

G H

LI

N

A .F

.B . B

U

PS

MXDP 16-1015

05/30/18

MD100 Scale: 1/8" = 1'-0"

1 FIRST FLOOR DEMOLITION PLAN -ROOMS 1 AND 2

MECHANICAL KEYNOTE LEGEND

NUMBER DESCRIPTION

1 EXISTING VAV TERMINAL BOX TO BE REUSED.

2 DEMOLISH DUCTWORK AND AIR DEVICES SHOWN

DASHED.

3 EXISTING TO REMAIN (TYP.).

4 DEMOLISH AND REMOVE EXISTING RETURN

GRILLE'S AND PATCH, REPAIR AND SEAL THE

OPENINGS TO MATCH EXISTING. REFER TO

ARCHITECTURAL NOTES.

5 EXISTING PIPING TO REMAIN.

6 PATCH AND REPAIR WALL WITH BLOCK TO MATCH

EXISTING, REFER TO ARCHITECTURAL NOTES.

7 EXISTING FIRE PROTECTION PIPING AND DESIGN

TO BE UPDATED. REFER TO FIRE PROTECTION

DRAWINGS AND SPECIFICATIONS.

NTS

2 RM 2 - VERTICAL CHASE

NTS

3 RM 2 - ACOUSTIC PANELS

NTS

4 RM 1 - DUCT TO STORAGE

NTS

5 RM 1 - VERTICAL CHASE

NTS

6 RM 1 - VERTICAL CHASE AND WALL

NTS

7 RM 1 - TRANSFER GRILLES

NTS

8 RM 1 - PLAN NORTH WALL

NTS

9 RM 1 - FLOOR TRENCH

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MECHANICAL DEMOLISTION SYMBOL LEGEN

KEYNOTE, SEE

DESCRIPION IN

MECHANICAL KEYNOTE

LEGEND

PHOTO REFERENCE

PHOTO

ORIENTATION

VIEW TITLE NUMBER,

THIS SHEET

4" , F

P1 1 /2"

1 1 /2"

2", 2", 1 1/2", 4" , F

P

4", FP

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LEAD DESIGNER

CLIENT PROJECT NUMBERTECH REVIEWER

SHEETDESIGNED BY

DATE

SCALE

DATE

TEXAS SERIAL NO.

NORTH

PROJECT

NORTH

AS NOTED

1 2 3 4 5

C

B

A

05/30/2018

TEXAS REGISTRATION NO: 3580

VICTORIA ROSE OWENS HERMAN

120708

5/

/2

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05/30/2018

M

EC

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O N

P

LA

N

MD402

SK

VH

VH VH

LAUGHLIN A.F.B.

DEL RIO, TX

AECOM

http://www.aecom.com

19219 KATY FREEWAY

SUITE 100

HOUSTON, TX 77094

LA

U

G H

LI

N

A .F

.B . B

U

PS

MXDP 16-1015

05/30/18

MD100 Scale: 1/8" = 1'-0"

1 FIRST FLOOR DEMOLITION PLAN -ROOMS 3 AND 4

MECHANICAL KEYNOTE LEGEND

NUMBER DESCRIPTION

1 DEMOLISH DUCTWORK AND AIR DEVICES SHOWN DASHED.

2 EXISTING TO REMAIN (TYP.).

3 EXISTING VAV TERMINAL BOX TO BE REUSED.

4 DEMOLISH AND REMOVE EXISTING RETURN GRILLE'S AND PATCH,

REPAIR AND SEAL THE OPENINGS TO MATCH EXISTING. REFER TO

ARCHITECTURAL NOTES.

5 VERTICAL CHASE TO BE SEALED AT BOTTOM OF SECOND FLOOR SLAB

WITH 1 HOUR SEPERATION.

6 REMOVE AND DEMOLISH EXISTING PIPING.

7 EXISTING FIRE PROTECTION PIPING AND DESIGN TO BE UPDATED.

REFER TO FIRE PROTECTION DRAWINGS AND SPECIFICATIONS.

NTS

2 RM 3 - SPRINKLER PIPE

NTS

3 RM 3 - CHASE

NTS

4 RM 3 - TRENCH

NTS

5 RM 3 - NORTH WALL

NTS

6 RM 3 - PIPES TO BE REMOVED

NTS

7 RM 4 - PIPES

NTS

8 RM 4 - VERTICAL CHASE

EXISTING VERTICAL

SHAFT TO BE SEALED

EXISTING CHILLED

WATER PIPES TO

REMAIN

EXISTING CHILLED WATER

PIPES TO REMAIN

PROVIDE SECONDARY DRAIN

PAN. (TYP)

EXISTING DUCTWORK

TO BE DEMOLISHED

EXISTING ABANDONED

PIPING TO BE REMOVED

AND DEMOLISHED.

EXISTING PIPING TO REMAINEXISTING,

ABANDONED

PIPING TO BE

REMOVED AND

DEMOLISHED.

ACOUSTICAL PANELS TO BE

DEMOLISHED. (TYP)

EXISTING FLOOR

TRENCH,

ADD 1 HR FIRE

RATING AT

EXIT FROM ROOM.

(TYP)

EXISTING GRILLES TO BE

REMOVED, PATCHED AND

SEAL OPENING.

N o.

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MECHANICAL DEMOLISTION SYMBOL LEGEN

KEYNOTE, SEE

DESCRIPION IN

MECHANICAL KEYNOTE

LEGEND

PHOTO REFERENCE

PHOTO

ORIENTATION

VIEW TITLE NUMBER,

THIS SHEET

EF-02EF-01

CU-6CU-5 CU-7

EXISTING

WATER TANK

CU-3

CU-4

CU-2

CU-1

EXISTING

COOLING

TOWER

EXISTING OA

INTAKE (TYP.)

MIN 30'

MIN 30'

EXISTING OA

INTAKE (TYP.)

A

PP

R O

X 3'

A

PP

R O

X

APPROX 19'

N

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LEAD DESIGNER

CLIENT PROJECT NUMBERTECH REVIEWER

SHEETDESIGNED BY

DATE

SCALE

DATE

TEXAS SERIAL NO.

NORTH

PROJECT

NORTH

AS NOTED

1 2 3 4 5

C

B

A

05/30/2018

TEXAS REGISTRATION NO: 3580

VICTORIA ROSE OWENS HERMAN

120708

5/

/2

:0 0:

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05/30/2018

M

EC

H

AN

IC

AL

S

IT

E

PL

A N

M-100

S.K

V.H

V.H V.H

LAUGHLIN A.F.B.

DEL RIO, TX

AECOM

http://www.aecom.com

19219 KATY FREEWAY

SUITE 100

HOUSTON, TX 77094

LA

U

G H

LI

N

A .F

.B . B

U

PS

MXDP 16-1015

05/30/18

Scale: 3/64" = 1'-0"

1 MECHANICAL SITE PLAN

N o.

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JJ

J J JJ

JJ

CU-7

CU-5 CU-6

CU-1 CU-2

CU-4CU-3

EXISTING WATER TANK

EXISTING COOLING TOWER

M-401

M-401

EXISTING GENERATOR

NEW GENERATOR - BID OPTION

ACID RESISTANT FLOOR

COVERING, REFER TO

ARCHITECTURAL NOTES

ACID RESISTANT FLOOR

COVERING, REFER TO

ARCHITECTURAL NOTES

ACID RESISTANT FLOOR

COVERING, REFER TO

ARCHITECTURAL NOTES

ACID RESISTANT FLOOR

COVERING, REFER TO

ARCHITECTURAL NOTES

PROVIDE NEW EQUIPMENT

PADS FOR AIR COOLED

CONDENSING UNITS

1/2", CW

CONNECT TO EXISTING CW

AT RESTROOMS FOR CRAC

UNIT HUMIDIFIERS

3/4", D

CONNECT CONDENSATE

DRAIN TO EXISTING SS AT

RESTROOMS FOR CRAC

UNITS

1"

D3/4", D

1/2", CW

N

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CLIENT PROJECT NUMBERTECH REVIEWER

SHEETDESIGNED BY

DATE

SCALE

DATE

TEXAS SERIAL NO.

NORTH

PROJECT

NORTH

AS NOTED

1 2 3 4 5

C

B

A

05/30/2018

TEXAS REGISTRATION NO: 3580

VICTORIA ROSE OWENS HERMAN

120708

5/

/2

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LA

N

FI

RS

T

FL

O

O R

M-101

S.K

V.H

V.H V.H

LAUGHLIN A.F.B.

DEL RIO, TX

AECOM

http://www.aecom.com

19219 KATY FREEWAY

SUITE 100

HOUSTON, TX 77094

LA

U

G H

LI

N

A .F

.B . B

U

PS

MXDP 16-1015

05/30/18

Scale: 1/16" = 1'-0"

1 FIRST FLOOR RENOVATION PLAN - OVERALL

N o.

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CD

CD CD

C D

CD

C D

CD

CDCD

C D

CD

C

D

M

M

M

M

M

M

MM

MM

M

M

M

M

M

M

M

M

M

M

M

M

M M

M M

M

M

M

M

M

UP TO EF ON ROOF

EXHAUST AIR FROM ROOM #2

12"x12"

14"x14"

16"x16"

EXHAUST AIR FROM ROOM #1

EXHAUST AIR FROM ROOM #4

EXHAUST AIR FROM ROOM #3

FIELD VERIFY EXISTING EQUIPMENT AND

DUCTWORK. ROUTE NEW EXHAUST DUCTWORK

TIGHT TO STRUCTURE AND EXISTING DUCTS.

MAINTAIN ACCESS TO EXISTING EQUIPMENT.

DOWN

12"x12"

DOWN

16"x16"

UP

DOWN

UP

14"x14"

18"x18"

14"x14"

DOWN

"x

"x

18"x18"

14"x14"

N

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SHEETDESIGNED BY

DATE

SCALE

DATE

TEXAS SERIAL NO.

NORTH

PROJECT

NORTH

AS NOTED

1 2 3 4 5

C

B

A

05/30/2018

TEXAS REGISTRATION NO: 3580

VICTORIA ROSE OWENS HERMAN

120708

5/

/2

:0 0:

P

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TH

R D

FL

O

O R

M-102

Checker

V.H

V.H V.H

LAUGHLIN A.F.B.

DEL RIO, TX

AECOM

http://www.aecom.com

19219 KATY FREEWAY

SUITE 100

HOUSTON, TX 77094

LA

U

G H

LI

N

A .F

.B . B

U

PS

MXDP 16-1015

05/30/18

Scale: 3/32" = 1'-0"

1 THIRD FLOOR RENOVATION PLAN - OVERALL

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FCU-4

S-2

2000 CFM

0'

6"

E-1

850 CFM

"x

EXHAUST TO BE

LOCATED TIGHT TO

STRUCTURE

BUILDING RETURN

AIR DUCTED INTO

VERTICAL SHAFT

BOTTOM OF SHAFT TO

BE SEALED AIR TIGHT

14"x24"

S-1

800 CFM

0'

6"

FCU-3

"x

S-2

2000 CFM

0'

6"

"x

FCU-2

FCU-1

"x

"x

" 12

"x

S-2

2000 CFMS-3

450 CFM S-2

2000 CFM

0'

6"

EXHAUST TO BE

LOCATED TIGHT TO

STRUCTURE BOTTOM OF SHAFT TO

BE SEALED AIR TIGHT

0'

6"

S-2

2000 CFM S-1

800 CFM

E-1

850 CFMFCU-5

"x

"x

"x

"EXHAUST TO BE LOCATED

TIGHT TO STRUCTURE

B…