J1a 2021 08 05 CLT-STG-Design08.05.2021.pdf

PDF 2 MB Posted Mar 10, 2022

Attached to: CLT Storage Building Installation Federal contract opportunity
Solicitation number: 697DCK-22-R-00180
Issued by: Department of Transportation Federal Aviation Administration Southwestern Region

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Written by GovTribe AI · Dec 27, 2023

This solicitation requests proposals for the installation of a storage building at the Charlotte Douglas International Airport Air Traffic Control Tower in Charlotte, North Carolina. Offerors must provide all labor, materials, equipment, and supervision to install a pre-engineered precast concrete storage structure on a new concrete foundation pad, with associated site work, electrical and mechanical systems. Proposals are due by the date provided in the solicitation. The Federal Aviation Administration will award a firm-fixed price contract to the responsible offeror whose proposal conforms to the solicitation and provides the best overall value to the government. An optional site visit is scheduled to allow offerors to inspect the work location. Interested parties must register in the System for Award Management and contact the contracting officer with any questions by the specified due date.

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Other files for this federal contract opportunity

Other files attached to CLT Storage Building Installation, newest first.
File	Type	Posted
697DCK-22-R-00180 0001.pdf	PDF	Mar 18, 2022
L1. BidBond.pdf	PDF	Mar 10, 2022
697DCK-22-R-00180.pdf	PDF	Mar 10, 2022
J1 2021 08 05 CLT ATCT STG Specs IFB.pdf	PDF	Mar 10, 2022
J2 COVID-19 Contractual Requirement Rev 1 8-26-20.pdf	PDF	Mar 10, 2022
L3. Price Proposal - CLT Storage Building.xlsx	XLSX spreadsheet	Mar 10, 2022
J3 Wage Rate NC20220037 02.25.22.pdf	PDF	Mar 10, 2022
L2. CLT Past Performance Questionnaire.pdf	PDF	Mar 10, 2022

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06/29/2021 1103700INITIAL DRAWING SET

NAME HERE NAME HERE

ENGINEERING CENTER

ATLANTA TERMINAL

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FEDERAL AVIATION ADMINISTRATION

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DEPARTMENT OF TRANSPORTATION

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DATE:

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CHARLOTTE

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CHARLOTTE DOUGLAS INTERNATIONAL AIRPORT (CLT)

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CLT-D-STG-

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ATCT FACITLITY

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DISCIPLINE: CIVIL

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NAME :

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%%UARCHITECTURAL

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1. INTERIOR OF BUILDING SHALL BE PAINTED WHITE FOR DUST CONTROL MEASURES. SHALL BE INTERIOR OF BUILDING SHALL BE PAINTED WHITE FOR DUST CONTROL MEASURES. SHALL BE COMPLETED WITH A PRIMER AND A DOUBLE COAT. PAINT AND PRIMER SHALL BE EXTERIOR RATED AND CAPABLE OF ADHERING TO CONCRETE. SUBMIT SDS AND PAINT PRODUCT DATA TO COR PRIOR TO INSTALLATION. 2. EXTERIOR OF BUILDING SHALL BE PAINTED WITH GOVERNMENT FURNISHED TEX-COTE PAINT. SHALL EXTERIOR OF BUILDING SHALL BE PAINTED WITH GOVERNMENT FURNISHED TEX-COTE PAINT. SHALL BE APPLIED AS PER THE MANUFACTURER'S RECOMMENDED APPLICATION INSTRUCTIONS. 3. ALL PENETRATIONS SHALL BE CAULKED TO PREVENT INTRUSION OF WEATHER AND PESTS. CAULKING ALL PENETRATIONS SHALL BE CAULKED TO PREVENT INTRUSION OF WEATHER AND PESTS. CAULKING SHALL BE INSTALLED ON CLEAN SURFACES WITH APPROPRIATE SETUP COMPLETED AS PER MANUFACTURERS INSTALLATION RECOMMENDATIONS. THIS MAY INCLUDE BUT NOT BE LIMITED TO THE APPLICATION OF A PRIMER AND/OR THE INSTALLATION OF BACKER ROD WHERE NECESSARY. SUBMIT CAULKING SDS AND PRODUCT DATA TO COR PRIOR TO INSTALLATION. NOTE, SUBMISSION OF PRIMER OR BACKING MATERIAL DATA ALSO REQUIRED IF NEEDED. 4. USE MASKING TAPE TO PROTECT ADJACENT SURFACES PRIOR TO APPLICATION OF USE MASKING TAPE TO PROTECT ADJACENT SURFACES PRIOR TO APPLICATION OF CAULKING/SEALANTS. CLEAN OFF EXCESS SEALANTS OR SEALANT SMEARS ADJACENT TO JOINTS AS WORK PROGRESSES BY METHODS AND WITH CLEANING MATERIALS APPROVED BY MANUFACTURERS OF JOINT SEALANTS AND OF PRODUCTS IN WHICH JOINTS OCCUR. 5. PROTECT JOINT SEALANTS DURING AND AFTER CURING PERIOD FROM CONTACT WITH CONTAMINATING PROTECT JOINT SEALANTS DURING AND AFTER CURING PERIOD FROM CONTACT WITH CONTAMINATING SUBSTANCES OR FROM DAMAGE RESULTING FROM CONSTRUCTION OPERATIONS OR OTHER CAUSES SO THAT THEY ARE WITHOUT DETERIORATION OR DAMAGE AT TIME OF SUBSTANTIAL COMPLETION. IF, DESPITE SUCH PROTECTION, DAMAGE OR DETERIORATION OCCURS, CUT OUT AND REMOVE DAMAGED OR DETERIORATED JOINT SEALANTS IMMEDIATELY SO THAT INSTALLATIONS WITH REPAIRED AREAS ARE INDISTINGUISHABLE FROM ORIGINAL WORK.

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ON-SITE STORAGE SHELTER GENERAL NOTES

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%%USTRUCTURAL / CIVIL

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1. SEE SPECIFICATION 03 30 00 FOR CONCRETE MIX REQUIREMENTS. SEE SPECIFICATION 03 30 00 FOR CONCRETE MIX REQUIREMENTS. 2. PROVIDE A MINIMUM OF 2” OF COVERAGE ON ALL REINFORCING STEEL. PROVIDE A MINIMUM OF 2” OF COVERAGE ON ALL REINFORCING STEEL. OF COVERAGE ON ALL REINFORCING STEEL. 3. CONCRETE PAD SHALL BE CURED AND SAMPLES TESTED TO DESIGN STRENGTH PRIOR TO PLACEMENT CONCRETE PAD SHALL BE CURED AND SAMPLES TESTED TO DESIGN STRENGTH PRIOR TO PLACEMENT OF NEW PRECAST STRUCTURE ON IT. 4. STRUCTURAL DESIGN OF PRECAST STRUCTURE SHALL BE A DELEGATED DESIGN BY THE STRUCTURAL DESIGN OF PRECAST STRUCTURE SHALL BE A DELEGATED DESIGN BY THE MANUFACTURER WITH A PE STAMPED DRAWING AND CALCULATION SET. SHOULD THEY BE NECESSARY, ANY ADDITIONAL STRUCTURAL EMBED PLATING NEEDED SHALL BE DETERMINED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE PAD. 5. COORDINATE SLAB DIMENSIONS WITH MANUFACTURE OF PRECAST STRUCTURE FOR STRUCTURAL COORDINATE SLAB DIMENSIONS WITH MANUFACTURE OF PRECAST STRUCTURE FOR STRUCTURAL REQUIREMENTS. 6. CONCRETE PAD INSTALLATION SHALL BE APPROPRIATELY STAGED WITH INSTALLATION OF NEW CONCRETE PAD INSTALLATION SHALL BE APPROPRIATELY STAGED WITH INSTALLATION OF NEW COUNTERPOISE. ANY COUNTERPOISE COMPONENTS UNDER THE SLAB AS WELL AS ANY SLAB PENETRATIONS FOR DOWNLEADS SHALL BE INSTALLED PRIOR TO PAD PLACEMENT. ALL COUNTERPOISE PENETRATIONS SHALL BE SLEEVED WITH PVC CONDUIT 7. ALL NEW UTILITY WORK SHALL BE MINIMUM 2’ BELOW FINISHED GRADE. ALL NEW UTILITY WORK SHALL BE MINIMUM 2’ BELOW FINISHED GRADE. BELOW FINISHED GRADE. 8. SEE SPECIFICATION 13 34 00 FOR PRE-ENGINEERED PRECAST CONCRETE STRUCTURE REQUIREMENTS. SEE SPECIFICATION 13 34 00 FOR PRE-ENGINEERED PRECAST CONCRETE STRUCTURE REQUIREMENTS. 9. RETURN ALL GRASS AND/OR LANDSCAPING TO EXISTING OR BETTER SITE CONDITIONS UPON RETURN ALL GRASS AND/OR LANDSCAPING TO EXISTING OR BETTER SITE CONDITIONS UPON COMPLETION OF JOB.

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%%UELECTRICAL

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1. PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH NEC, FAA 1217G, AND FAA STD 019F. PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH NEC, FAA 1217G, AND FAA STD 019F. INSTALL RACEWAYS, BOXES, ENCLOSURES AND CABINETS AS INDICATED, ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. IF THERE IS A CONFLICT BETWEEN THE MANUFACTURER’S S WRITTEN INSTALLATION INSTRUCTIONS AND FAA 1217G AND/OR FAA STD 019F, THEN FAA RE WILL BE THE AUTHORITY HAVING JURISDICTION. MINIMUM SIZE RACEWAY SHALL BE 3/4-INCH, UNLESS OTHERWISE NOTED. 2. ALL CONDUIT SHALL BE EMT WITH FOLLOWING EXCEPTION: ALL CONDUIT SHALL BE EMT WITH FOLLOWING EXCEPTION: 2.1. UNDERGROUND CONDUIT SHALL BE SCHEDULE 80 PVC CONDUIT WITH RIGID METAL CONDUIT UNDERGROUND CONDUIT SHALL BE SCHEDULE 80 PVC CONDUIT WITH RIGID METAL CONDUIT (RMC) ELBOWS. ADDITIONALLY, THE LAST 10 FT ENTERING A BUILDING SHALL BE RMC. 2.2. ALL VERTICAL EXPOSED CONDUIT LEADING INTO THE BUILDING SHALL BE RMC. ALL VERTICAL EXPOSED CONDUIT LEADING INTO THE BUILDING SHALL BE RMC. 2.3. PENETRATIONS THROUGH WALLS OR FLOORS SHALL BE SEALED TO PREVENT MOISTURE AND PENETRATIONS THROUGH WALLS OR FLOORS SHALL BE SEALED TO PREVENT MOISTURE AND RODENT ENTRY AND TO DETER AIR TRANSFER. SHALL UTILIZE A PUTTY STYLE DUCT SEAL SYSTEM. SUBMIT DUCT SEAL FOR APPROVAL PRIOR TO INSTALLATION. 3. MINIMUM CONDUIT SIZE SHALL BE 3/4". MINIMUM CONDUIT SIZE SHALL BE 3/4". 4. ALL INTERIOR BOXES SHALL BE NEMA TYPE 1, EXCEPT IN DAMP OR WET LOCATIONS USE NEMA TYPE ALL INTERIOR BOXES SHALL BE NEMA TYPE 1, EXCEPT IN DAMP OR WET LOCATIONS USE NEMA TYPE 4, STAINLESS STEEL. 5. ALL EXTERIOR BOXES SHALL BE NEMA TYPE4X . ALL EXTERIOR BOXES SHALL BE NEMA TYPE4X . 6. ALL PANEL AND EQUIPMENT FEEDER WIRE RUNS SHALL BE CONTINUOUS AND FREE OF SPLICES. ALL PANEL AND EQUIPMENT FEEDER WIRE RUNS SHALL BE CONTINUOUS AND FREE OF SPLICES. 7. SPLICING OF ANY CONDUCTORS IN PANELBOARDS IS NOT PERMITTED. SPLICING OF ANY CONDUCTORS IN PANELBOARDS IS NOT PERMITTED. 8. BRANCH WIRE SPLICES SHALL BE KEPT TO AN ABSOLUTE MINIMUM. NOTIFY COR IN WRITING WHICH BRANCH WIRE SPLICES SHALL BE KEPT TO AN ABSOLUTE MINIMUM. NOTIFY COR IN WRITING WHICH CIRCUITS WILL HAVE INTENTIONAL WIRE SPLICES PRIOR TO INSTALLATION. 9. WIRE SPLICES IN ATTEMPTS TO SAVE MATERIALS OR DUE TO FAILED FIELD MEASUREMENTS SHALL WIRE SPLICES IN ATTEMPTS TO SAVE MATERIALS OR DUE TO FAILED FIELD MEASUREMENTS SHALL NOT BE ACCEPTABLE AND SHALL BE REWORKED AT NO ADDITIONAL COST TO THE GOVERNMENT. 10. CABLE SHALL BE INSTALLED IN A MANNER TO PREVENT HARMFUL STRETCHING OF THE CONDUCTOR, CABLE SHALL BE INSTALLED IN A MANNER TO PREVENT HARMFUL STRETCHING OF THE CONDUCTOR, INJURY TO THE INSULATION OR DAMAGE TO THE OUTER PROTECTIVE COVERING. INSTALL EXPOSED CABLE, PARALLEL AND PERPENDICULAR TO SURFACES OR EXPOSED STRUCTURAL MEMBERS, AND FOLLOW SURFACE CONTOURS WHERE POSSIBLE. THE ENDS OF CABLES SHALL BE SEALED WITH MOISTURE-SEAL TAPE BEFORE PULLING, AND IT SHALL BE LEFT SEALED UNTIL CONNECTIONS ARE MADE. 11. INSULATION RESISTANCE TESTS: FEEDER AND BRANCH CIRCUIT INSULATION TESTS SHALL BE INSULATION RESISTANCE TESTS: FEEDER AND BRANCH CIRCUIT INSULATION TESTS SHALL BE PERFORMED AFTER INSTALLATION, BUT BEFORE CONNECTION TO EQUIPMENT. 11.1. CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS, AND HAVE A MINIMUM CONDUCTORS SHALL TEST FREE FROM SHORT CIRCUITS AND GROUNDS, AND HAVE A MINIMUM PHASE-TO-PHASE AND PHASE-TO-GROUND INSULATION RESISTANCE OF 30 MEGA-OHMS WHEN MEASURED WITH A 500-VOLT DC INSULATION RESISTANCE. THE CONTRACTOR SHALL SUBMIT A LETTER TYPE TEST REPORT TO THE COR PRIOR TO FINAL INSPECTION OF THE WORK. THE REPORT SHALL LIST THE TESTS PERFORMED AND RESULTS OBTAINED. 11.2. APPLY THE TEST VOLTAGE FOR AT LEAST ONE MINUTE AFTER MOTOR READING HAS STABILIZED. APPLY THE TEST VOLTAGE FOR AT LEAST ONE MINUTE AFTER MOTOR READING HAS STABILIZED. 12. CONDUCTORS SHALL ALL BE TYPE THHN/THWN. MINIMUM CONDUCTOR SIZE SHALL BE 12 AW OR, CONDUCTORS SHALL ALL BE TYPE THHN/THWN. MINIMUM CONDUCTOR SIZE SHALL BE 12 AW OR, MINIMUM 10 AWG FOR 120 VOLT CIRCUITS WHERE CIRCUIT LENGTH (ONE WAY) EXCEEDS 75 FEET FROM SOURCE, AND 10 AWG FOR 277 VOLT CIRCUITS WHERE CIRCUIT LENGTH (ONE WAY) EXCEEDS 150 FEET FROM SOURCE. CONDUCTOR SHALL BE SOLID COPPER FOR 10 AWG AND SMALLER AND STRANDED COPPER FOR CONDUCTOR LARGER THAN 10 AWG. STRANDED CONDUCTORS RATING SHALL BE TIN COATED, ASTM B 8, CLASS B. 13. FEEDER CONDUCTORS TO PANELS AND THREE PHASE CIRCUITS SHALL BE FACTORY COLOR CODED AS FEEDER CONDUCTORS TO PANELS AND THREE PHASE CIRCUITS SHALL BE FACTORY COLOR CODED AS FOLLOWS: 208/120 (240) VOLT SYSTEM: 13.1. PHASE A: BLACK PHASE A: BLACK 13.2. PHASE B: RED PHASE B: RED 13.3. PHASE C: BLUE PHASE C: BLUE 13.4. NEUTRAL: WHITE NEUTRAL: WHITE 13.5. GROUND: GREEN GROUND: GREEN 14. SINGLE-PHASE BRANCH CIRCUITS SHALL BE FACTORY COLOR CODED AS STATED ABOVE.SINGLE-PHASE BRANCH CIRCUITS SHALL BE FACTORY COLOR CODED AS STATED ABOVE.

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1. ALL WEATHERHOOD, DAMPER, VENTILATOR SUPPORTS, AND ASSOCIATED MOUNTING HARDWARE ALL WEATHERHOOD, DAMPER, VENTILATOR SUPPORTS, AND ASSOCIATED MOUNTING HARDWARE SHALL BE STAINLESS STEEL 316. 2. VERIFY WALL COLLAR OPENINGS BY FIELD MEASUREMENTS BEFORE FABRICATION AND INDICATE VERIFY WALL COLLAR OPENINGS BY FIELD MEASUREMENTS BEFORE FABRICATION AND INDICATE MEASUREMENTS ON SHOP DRAWINGS. COORDINATE FABRICATION SCHEDULE WITH CONSTRUCTION PROGRESS TO AVOID DELAYING THE WORK. 3. SUPPLY/EXHAUST FAN SYSTEM DESIGN INTENT IS TO UTILIZE A PACKAGE SYSTEM FROM A SINGLE SUPPLY/EXHAUST FAN SYSTEM DESIGN INTENT IS TO UTILIZE A PACKAGE SYSTEM FROM A SINGLE MANUFACTURER CONSISTING OF A WALL COLLAR, GRAVITY DAMPER, 90 DEGREE WEATHERHOOD WITH BUG SCREEN, MOTOR GUARDS, AND WALL MOUNT STYLE AXIAL EXHAUST/SUPPLY FAN 4. SUBMIT WALL MOUNTED AXIAL FAN ASSEMBLY PRODUCT DATA FOR APPROVAL PRIOR TO SUBMIT WALL MOUNTED AXIAL FAN ASSEMBLY PRODUCT DATA FOR APPROVAL PRIOR TO FABRICATION AND INSTALLATION. 5. PROVIDE WEATHERHOODS WITH BUG SCREENS. PROVIDE WEATHERHOODS WITH BUG SCREENS. 6. PROVIDE A BACKDRAFT DAMPER AT EACH POWER VENTILATOR. DAMPERS SHALL HAVE THE PROVIDE A BACKDRAFT DAMPER AT EACH POWER VENTILATOR. DAMPERS SHALL HAVE THE FOLLOWING CHARACTERISTICS. 6.1. TYPE: GRAVITY BALANCED. TYPE: GRAVITY BALANCED. 6.2. FRAME: 0.052-INCH- THICK, GALVANIZED SHEET STEEL WITH WELDED CORNERS AND FRAME: 0.052-INCH- THICK, GALVANIZED SHEET STEEL WITH WELDED CORNERS AND MOUNTING FLANGE. 6.3. BLADES: MULTIPLE SINGLE-PIECE BLADES, MAXIMUM 6-INCH WIDTH, 0.025-INCH- THICK, BLADES: MULTIPLE SINGLE-PIECE BLADES, MAXIMUM 6-INCH WIDTH, 0.025-INCH- THICK, ROLL-FORMED 6.4. ALUMINUM WITH SEALED EDGES. ALUMINUM WITH SEALED EDGES. 6.5. BLADE ACTION: PARALLEL. BLADE ACTION: PARALLEL. 6.6. BLADE SEALS: EXTRUDED VINYL, MECHANICALLY LOCKED OR NEOPRENE, MECHANICALLY BLADE SEALS: EXTRUDED VINYL, MECHANICALLY LOCKED OR NEOPRENE, MECHANICALLY LOCKED. 6.7. TIE BARS AND BRACKETS: GALVANIZED STEEL. TIE BARS AND BRACKETS: GALVANIZED STEEL. 6.8. RETURN SPRING: ADJUSTABLE TENSION.RETURN SPRING: ADJUSTABLE TENSION.

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1. ALL SUBMITTALS SHALL BE PERFORMED VIA THE KNOWLEDGE SERVICES NETWORK (KSN) SPECIFICALLY ALL SUBMITTALS SHALL BE PERFORMED VIA THE KNOWLEDGE SERVICES NETWORK (KSN) SPECIFICALLY ESTABLISHED FOR THIS PROJECT. FILES SHALL BE SUBMITTED IN A PDF FORMAT. IF FILES ARE TOO LARGE FOR KSN, SUBMISSION OF PAPER COPIES AND CDS WILL BE REQUIRED. 2. ALL SUBMITTALS SHALL BE SUBMITTED WITH A COVER PAGE OR TITLE BLOCK CONTAINING THE ALL SUBMITTALS SHALL BE SUBMITTED WITH A COVER PAGE OR TITLE BLOCK CONTAINING THE FOLLOWING INFORMATION. 2.1. PROJECT NAME. PROJECT NAME. 2.2. DATE. DATE. 2.3. NAME AND ADDRESS OF CONTRACTOR. NAME AND ADDRESS OF CONTRACTOR. 2.4. NAME AND ADDRESS OF SUBCONTRACTOR. NAME AND ADDRESS OF SUBCONTRACTOR. 2.5. NAME AND ADDRESS OF SUPPLIER. NAME AND ADDRESS OF SUPPLIER. 2.6. NAME OF MANUFACTURER. NAME OF MANUFACTURER. 2.7. SUBMITTAL NUMBER OR OTHER UNIQUE IDENTIFIER, INCLUDING REVISION IDENTIFIER. SUBMITTAL NUMBER OR OTHER UNIQUE IDENTIFIER, INCLUDING REVISION IDENTIFIER. 2.8. NUMBER AND TITLE OF APPROPRIATE SPECIFICATION SECTION. NUMBER AND TITLE OF APPROPRIATE SPECIFICATION SECTION. 2.9. DRAWING NUMBER AND DETAIL REFERENCES, AS APPROPRIATE. DRAWING NUMBER AND DETAIL REFERENCES, AS APPROPRIATE. 3. ALLOW 14 DAYS FOR INITIAL SUBMISSION REVIEW AND AN ADDITIONAL 14 FOR ANY SUBSEQUENT ALLOW 14 DAYS FOR INITIAL SUBMISSION REVIEW AND AN ADDITIONAL 14 FOR ANY SUBSEQUENT RESUBMISSION REVIEWS

ENGINEERING CENTER

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HANGAR ROAD

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CHARLOTTE

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CHARLOTTE DOUGLAS INTERNATIONAL AIRPORT (CLT)

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ON-SITE STORAGE SHELTER SITE LAYOUT PLAN

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1. STREET ADDRESS IS: 4939 HANGAR ROAD, CHARLOTTE, NC 28208. STREET ADDRESS IS: 4939 HANGAR ROAD, CHARLOTTE, NC 28208. 2. SEE DRAWING G001 FOR GENERAL NOTES AND G105 FOR SYMBOL LEGEND. SEE DRAWING G001 FOR GENERAL NOTES AND G105 FOR SYMBOL LEGEND. 3. UPON COMPLETION, ALL EXISTING SITE CONDITIONS SHALL BE EQUAL OR BETTER THAN INITIAL STATE. UPON COMPLETION, ALL EXISTING SITE CONDITIONS SHALL BE EQUAL OR BETTER THAN INITIAL STATE. THIS INCLUDES BUT IS NOT LIMITED TO LANDSCAPING, PAVEMENT AREAS, SIGNAGE, UTILITIES, ETC. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO ROADWAY OR PARKING CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO ROADWAY OR PARKING AREAS DURING CONSTRUCTION OPERATIONS.

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1. ALL UTILITIES SHOWN ARE IN APPROXIMATE LOCATION. CONTRACTOR SHALL FIELD VERIFY ALL ALL UTILITIES SHOWN ARE IN APPROXIMATE LOCATION. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES WITHIN AFFECTED WORK AREA. EVERY EFFORT SHALL BE MADE TO LEAVE THESE UTILITIES UNDISTURBED. ANY DAMAGED OR DESTROYED UTILITIES SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE GOVERNMENT. 2. PROPOSED LOCATION FOR NEW ON SITE STORAGE SHELTER. SEE A101 FOR APPROXIMATE DIMENSIONS. PROPOSED LOCATION FOR NEW ON SITE STORAGE SHELTER. SEE A101 FOR APPROXIMATE DIMENSIONS. 3. PROPOSED LOCATION FOR NEW FOUNDATION PAD. SEE C102 FOR DIMENSIONS PROPOSED LOCATION FOR NEW FOUNDATION PAD. SEE C102 FOR DIMENSIONS 4. PROPOSED LOCATION FOR NEW SIDE WALK. PROPOSED LOCATION FOR NEW SIDE WALK. 5. PROPOSED ROUTING FOR NEW ELECTRICAL FEED FOR ON SITE STORAGE SHELTER. CONDUIT SHALL BE PROPOSED ROUTING FOR NEW ELECTRICAL FEED FOR ON SITE STORAGE SHELTER. CONDUIT SHALL BE 1". SHALL BE CONCRETE ENCASED. 6. DRAWINGS ARE SCHEMATIC IN NATURE AND NOT INTENDED FOR IMMEDIATE FABRICATION. FIELD DRAWINGS ARE SCHEMATIC IN NATURE AND NOT INTENDED FOR IMMEDIATE FABRICATION. FIELD VERIFY ALL DIMENSIONS. 7. NEW PRECAST STRUCTURE MUST MAINTAIN MINIMUM OF 20'0" FROM EXTERIOR FENCE. NEW PRECAST STRUCTURE MUST MAINTAIN MINIMUM OF 20'0" FROM EXTERIOR FENCE. 8. ALL EXCAVATION / TRENCHING WORK SHALL BE COORDINATED THROUGH THE COR AND THE FACILITY ALL EXCAVATION / TRENCHING WORK SHALL BE COORDINATED THROUGH THE COR AND THE FACILITY PRIOR TO PROCEEDING. 9. ROUTE CONDUIT UP WALL AND INTO LINK ABOVE CEILING. ROUTE CONDUIT UP WALL AND INTO LINK ABOVE CEILING. 10. BOND NEW UNDERGROUND 1" POWER CONDUIT TO BOTH EXISTING LINK COUNTERPOISE AND NEW BOND NEW UNDERGROUND 1" POWER CONDUIT TO BOTH EXISTING LINK COUNTERPOISE AND NEW STORAGE STRUCTURE COUNTERPOISE. 11. PROVIDE LOCATOR TAPE WITH METALLIC LOCATION STRIP. INSTALL 6" BELOW FINISHED GRADE. PROVIDE LOCATOR TAPE WITH METALLIC LOCATION STRIP. INSTALL 6" BELOW FINISHED GRADE. 12. ROUTE NEW GROUND WIRE TYING LINK COUNTERPOISE TO NEW STRUCTURE COUNTERPOISE ABOVE ROUTE NEW GROUND WIRE TYING LINK COUNTERPOISE TO NEW STRUCTURE COUNTERPOISE ABOVE DUCTBANK.

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ON-SITE STORAGE SHELTER UTILITY LAYOUT

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EXISTING DOMESTIC AND CHILLED WATER LINES

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EXISTING IRRIGATION PIPE

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EXISTING WATER LINE

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EXISTING STORM DRAIN PIPE

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EXISTING OVREHEAD ELECTRICAL

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EXISTING FENCE LINE

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EXISTING STORM DRAIN (TYP.)

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FAA TELCO LINE

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EXISTING FIRE SUPPRESSION LINES

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NOTE 5

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NOTE 2

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NOTE 4

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NOTE 9

NOTE 12

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EACH WAY

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06/29/2021 1103700INITIAL DRAWING SET

NAME HERE NAME HERE

ENGINEERING CENTER

ATLANTA TERMINAL

C102

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DATE:

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CHARLOTTE

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CHARLOTTE DOUGLAS INTERNATIONAL AIRPORT (CLT)

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CLT-D-STG-

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ATCT FACITLITY

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DISCIPLINE: CIVIL

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NAME :

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1. PROVIDE MINIMUM OF 2" OF COVERAGE ON ALL REINFORCED STEEL. PROVIDE MINIMUM OF 2" OF COVERAGE ON ALL REINFORCED STEEL. 2. SEE SPECIFICATION 03 30 00 FOR CONCRETE MIX REQUIREMENTS. SEE SPECIFICATION 03 30 00 FOR CONCRETE MIX REQUIREMENTS. 3. CONCRETE 4,000 PSI F'C.CONCRETE 4,000 PSI F'C.

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ON-SITE STORAGE SHELTER NEW FOUNDATION PAD

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PAD DETAIL

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EXISTING CONCRETE PAD

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STORAGE SHELTER

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SIDE WALK

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PAD DETAIL

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NEW PAD

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NEW SIDE WALK

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STORAGE SHELTER

1/2" FIBER EXPANSION PREFORMED JOINT FILLER

ENGINEERING CENTER

ATLANTA TERMINAL

8' 0 8' 16'

1/8" = 1'-0"

A101

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PAGE OF

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SIGNATURE:

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DATE:

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CHARLOTTE

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CHARLOTTE DOUGLAS INTERNATIONAL AIRPORT (CLT)

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CLT-D-STG-

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ATCT FACITLITY

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DISCIPLINE: CIVIL

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NAME :

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NAME HERE

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NAME HERE

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NAME HERE

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1. SEE DRAWING G001 FOR PAINT/FINISHES. SEE DRAWING G001 FOR PAINT/FINISHES. 2. CONTRACTOR SHALL PROVIDE (2) MODEL 5 HI SA40 ABC TYPE FIRE EXTINGUISHER AT MAIN DOOR CONTRACTOR SHALL PROVIDE (2) MODEL 5 HI SA40 ABC TYPE FIRE EXTINGUISHER AT MAIN DOOR LOCATION AS SHOWN. FIRE EXTINGUISHER SHALL BE WALL MOUNTED WITH APPROPRIATE BRACKET. 3. DOUBLE 3’-0” X 9’-0” X 1-3/4” THICK INSULATED, 18 GAUGE, METAL DOORS WITH 16-GAUGE FRAMES DOUBLE 3’-0” X 9’-0” X 1-3/4” THICK INSULATED, 18 GAUGE, METAL DOORS WITH 16-GAUGE FRAMES -0” X 9’-0” X 1-3/4” THICK INSULATED, 18 GAUGE, METAL DOORS WITH 16-GAUGE FRAMES X 9’-0” X 1-3/4” THICK INSULATED, 18 GAUGE, METAL DOORS WITH 16-GAUGE FRAMES -0” X 1-3/4” THICK INSULATED, 18 GAUGE, METAL DOORS WITH 16-GAUGE FRAMES X 1-3/4” THICK INSULATED, 18 GAUGE, METAL DOORS WITH 16-GAUGE FRAMES THICK INSULATED, 18 GAUGE, METAL DOORS WITH 16-GAUGE FRAMES (TO MEET WALL THICKNESS). PLEASE REFER TO SECTION 13 34 00 FABRICATED PRE-ENGINEERED PRECAST CONCRETE STRUCTURES. 4. THE BUILDING SHALL BE EQUIPPED WITH AN ADDITIONAL SINGLE DOOR AT 3’ X 7’-0” X 1-3/4” THICK THE BUILDING SHALL BE EQUIPPED WITH AN ADDITIONAL SINGLE DOOR AT 3’ X 7’-0” X 1-3/4” THICK X 7’-0” X 1-3/4” THICK -0” X 1-3/4” THICK X 1-3/4” THICK THICK INSULATED, 18 GAUGE, METAL DOOR WITH 16-GAUGE FRAME (TO MEET WALL THICKNESS) FOR A SECONDARY MEANS OF EGRESS. PLEASE REFER TO SECTION 13 34 00 FABRICATED PRE-ENGINEERED PRECAST CONCRETE STRUCTURES. 5. PAD SHALL NOT EXCEED 6" BEYOND STORAGE SHELTER.PAD SHALL NOT EXCEED 6" BEYOND STORAGE SHELTER.

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ON-SITE STORAGE SHELTER ARCHITECTURAL PLAN

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NOTE 8 DOOR STG-1B

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NOTE 7 DOOR STG-1A

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NOTE 3

NOTE 2 (TYP. OF 2)OF 2)

ENGINEERING CENTER

ATLANTA TERMINAL

A101A101

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PAGE OF

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SIGNATURE:

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DATE:

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CHARLOTTE

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CHARLOTTE DOUGLAS INTERNATIONAL AIRPORT (CLT)

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CLT-D-STG-

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ATCT FACITLITY

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DISCIPLINE: CIVIL

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NAME :

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NAME HERE

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1. DRAWINGS ARE SCHEMATIC IN NATURE AND NOT INTENDED FOR IMMEDIATE FABRICATION. FIELD DRAWINGS ARE SCHEMATIC IN NATURE AND NOT INTENDED FOR IMMEDIATE FABRICATION. FIELD VERIFY ALL DIMENSIONS. 2. DIMENSIONS AND LOCATIONS OF ALL OPENINGS MAY VARY DEPENDING ON PRECAST MANUFACTURER DIMENSIONS AND LOCATIONS OF ALL OPENINGS MAY VARY DEPENDING ON PRECAST MANUFACTURER RECOMMENDATIONS OR DESIGN CONSTRAINTS. 3. NEW EXHAUST / SUPPLY FANS. SEE M100 FOR MORE DETAILS. NEW EXHAUST / SUPPLY FANS. SEE M100 FOR MORE DETAILS. 4. NEW EXTERIOR LIGHT FIXTURES/ SEE E100 FOR MORE DETAILS. NEW EXTERIOR LIGHT FIXTURES/ SEE E100 FOR MORE DETAILS. 5. ROOF SHALL HAVE MINIMUM 2" SLOPE FROM PEAK TO EDGE. SEE SPECIFICATION 13 3400 FOR ALL ROOF SHALL HAVE MINIMUM 2" SLOPE FROM PEAK TO EDGE. SEE SPECIFICATION 13 3400 FOR ALL PRECAST STRUCTURE REQUIREMENTS.

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ON-SITE STORAGE SHELTER ELEVATIONS

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STG-EF-1 NOTE 3

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L-13 (TYP. OF 3) OF 3) NOTE 4

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STG-EF-1

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STG-EF-2

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STORAGE SHELTER FRONT VIEW

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ATLANTA TERMINAL

A104

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CHARLOTTE

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CHARLOTTE DOUGLAS INTERNATIONAL AIRPORT (CLT)

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CLT-D-STG-

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ATCT FACITLITY

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NAME :

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NAME HERE

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NAME HERE

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NAME HERE

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1. REMOVE MIRROR AND PATCH WALL REMOVE MIRROR AND PATCH WALL . 2. RELOCATE MIRROR TO THIS LOCATION. RELOCATE MIRROR TO THIS LOCATION. 3. NEW PAPER TOWEL DISPENSER SHALL BE MOUNTED 48" AFF. NEW PAPER TOWEL DISPENSER SHALL BE MOUNTED 48" AFF. 4. PAPER TOWEL DISPENSER SHALL BE ASI-8523A OR EQUIVALENT.PAPER TOWEL DISPENSER SHALL BE ASI-8523A OR EQUIVALENT.

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ON-SITE STORAGE SHELTER BASE BULDING PAPER TOWEL DISPENSER

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BASE BUILDING RESTROOMS

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NOTE 1 NOTE 3

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NOTE 2

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NOTE 3

ENGINEERING CENTER

ATLANTA TERMINAL

STORAGE SHELTER - FAN SCHEDULE

MARK LOCATION SERVICE FAN TYPE WHEEL TYPE CFM

FAN

RPM ESP (IN)

MOTOR

MANUFACTURER

Model

HP VOLTS PH

STG-EF-1 ON-SITE STORAGE SHELTER SUPPLY AXIAL WALL FAN 1085 1750 0.375 0.25 115 1 GREENHECK SS1-12-432-A4 STG-EF-2 ON-SITE STORAGE SHELTER EXHAUST AXIAL WALL FAN CENTRIFUGAL BACKWARD INCLINED 1085 1750 0.375 0.25 115 1 GREENHECK SE1-12-432-A4

SHALL BE UL LISTED.

PROVIDE NEMA-3R HEAVY DUTY DISCONNECT SWITCH.

PROVIDE WALL COLLAR MOUNTING OPTION.

PROVIDE 90 DEGREE TURN DOWN WEATHERHOOD WITH INSECT SCREEN.

PROVIDE GRAVITY DAMPER.

PROVIDE OSHA MOTOR SIDE GUARD.6

4 PROVIDE WITH POWDER COATED FINISH. PROVIDE COLOR SAMPLES TO COR

DURING SUBMITTAL PROCESS.

ADDITIONAL FAN REQUIREMENTS:

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CHARLOTTE

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CHARLOTTE DOUGLAS INTERNATIONAL AIRPORT (CLT)

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CLT-D-STG-

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ATCT FACITLITY

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NAME :

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ON-SITE STORAGE SHELTER MECHANICAL PLAN

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STG-EF-1

STG-EF-2

06/29/2021 1103700INITIAL DRAWING SET

NAME HERE NAME HERE

ENGINEERING CENTER

ATLANTA TERMINAL

LIGHTING FIXTURE SCHEDULE

TYPE MARK MANUFACTURER MODEL DESCRIPTION LAMP VOLTAGE MOUNTING COMMENTS

L13 INVUE ENC-E01-LED-E1-BL4-BZ ARCHITECTURAL WALLPACK CLEAN FACE LED 120 V SURFACE 4000K

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E100

LIGHTING FIXTURE SCHEDULE NOTES

H2 LITHONIA LIGHTING ARCHITECTURAL WALLPACK CLEAN FACE LED 120 V SUSPENDED 4000KCLX-L48-5000LM-SEF-RDL-MVOLT-EZ1-40K-80CRI-WH-USPOM-CLXRW24-WH-THCLX X3 LITHONIA LIGHTING ARCHITECTURAL WALLPACK CLEAN FACE LED 120 V SURFACELHQM-LED-R-HO-USPOM

E102

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CHARLOTTE

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CHARLOTTE DOUGLAS INTERNATIONAL AIRPORT (CLT)

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CLT-D-STG-

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ATCT FACITLITY

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NAME :

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ELECTRICAL PLAN

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1. DRAWINGS ARE SCHEMATIC IN NATURE AND NOT INTENDED FOR IMMEDIATE FABRICATION. FIELD DRAWINGS ARE SCHEMATIC IN NATURE AND NOT INTENDED FOR IMMEDIATE FABRICATION. FIELD VERIFY ALL DIMENSIONS. 2. ALL MOUNTING AND SUPPORTING HARDWARE SHALL BE STAINLESS STEEL ALL MOUNTING AND SUPPORTING HARDWARE SHALL BE STAINLESS STEEL 3. SET UNITS PLUMB, SQUARE, AND LEVEL WITH CEILING AND WALLS, AND SECURE ACCORDING TO SET UNITS PLUMB, SQUARE, AND LEVEL WITH CEILING AND WALLS, AND SECURE ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPROVED SHOP DRAWINGS 4. H2 FIXTURE INTERIOR LIGHTS SHALL BE SURFACE MOUNTED ON THE CEILING. H2 FIXTURE INTERIOR LIGHTS SHALL BE SURFACE MOUNTED ON THE CEILING. 5. UPON COMPLETING EMERGENCY EXIT LIGHT INSTALLATION , PERFORM POWER FAILURE TEST AND UPON COMPLETING EMERGENCY EXIT LIGHT INSTALLATION , PERFORM POWER FAILURE TEST AND VERIFY BATTERY LIFE. BATTERIES SHALL LAST FOR A MINIMUM OF 90 MINUTES, ANY FIXTURES THAT FAIL THIS TEST SHALL BE REPLACED AT NO ADDITIONAL COST TO THE GOVERNMENT. 6. LIGHT FIXTURES TYPE X-3 SHALL BE CENTERED DIRECTLY ABOVE DOOR. LIGHT FIXTURES TYPE X-3 SHALL BE CENTERED DIRECTLY ABOVE DOOR. 7. PROVIDE DUPLEX RECEPTACLE. SHALL BE SURFACE MOUNTED 18" AFF.PROVIDE DUPLEX RECEPTACLE. SHALL BE SURFACE MOUNTED 18" AFF.

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ON-SITE STORAGE SHELTER ELECTRICAL PLAN

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H2 (TYP. OF 8)

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STG-EDPLA1

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T-STG-EDPLA1

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STG-EDPLA1-DS

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L-13 (TYP. OF 5)

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STG-EF-1

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STG-EF-2

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X-3 (TYP. OF 2)

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NOTE 7

3 WAY SWITCH (TYP. OF 2)

ENGINEERING CENTER

ATLANTA TERMINAL

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SCALES SHOWN FOR 22" X 34" SHEET. ADJUST SCALES FOR OTHER SIZES.

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DATE:

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CHARLOTTE

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CHARLOTTE DOUGLAS INTERNATIONAL AIRPORT (CLT)

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CLT-D-STG-

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ATCT FACITLITY

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DISCIPLINE: CIVIL

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NAME :

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GROUNDING PLAN

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1. 3/4" DIAMETER X 10' LONG COPPER CLAD STEEL GROUND ROD. DRIVE SO TOP OF ROD IS 12" 3/4" DIAMETER X 10' LONG COPPER CLAD STEEL GROUND ROD. DRIVE SO TOP OF ROD IS 12" BELOW GRADE. CONNECT EES TO GROUND RODS WITH EXOTHERMIC WELDS (TYPICAL) 2. CONNECT TO EXISTING COUNTERPOISE AT LINK. CONNECT TO EXISTING COUNTERPOISE AT LINK. 3. #4/0 BARE COPPER EES BURIED 2'-0" BELOW GRADE AND 2'-6" BEYOND EXTERIOR WALL (TYPICAL). #4/0 BARE COPPER EES BURIED 2'-0" BELOW GRADE AND 2'-6" BEYOND EXTERIOR WALL (TYPICAL). 4. PROVIDE EXOTHERMIC WELD FOR ALL GROUND CONNECTIONS. PROVIDE EXOTHERMIC WELD FOR ALL GROUND CONNECTIONS. 5. DOWN CONDUCTORS SHALL BE THOMPSON 506T OR EQUAL. DOWN CONDUCTORS SHALL BE DOWN CONDUCTORS SHALL BE THOMPSON 506T OR EQUAL. DOWN CONDUCTORS SHALL BE EXOTHERMICALLY WELDED TO A 7 STRAND BARE COPPER CONDUCTOR PRIOR TO ENTERING GROUND AT NOT LESS THAN 7'-0" ABOVE GRADE. DOWN CONDUCTORS SHALL BE IN PVC FROM 6'-0" ABOVE GRADE TO 18" BELOW GRADE. PROVIDE J-BOX AS REQUIRED. PVC SHALL BE UV RESISTANT SCH 80. DO NOT SPLICE DOWN CONDUCTORS. 6. GROUND WEATHERHOOD TO NEAREST DOWN CONDUCTOR. GROUND WEATHERHOOD TO NEAREST DOWN CONDUCTOR. 7. PROVIDE 2'0" LONG CLASS 2 AIR TERMINALS. PROVIDE 2'0" LONG CLASS 2 AIR TERMINALS. 8. BOND NEW UNDERGROUND 1" POWER CONDUIT TO BOTH EXISTING LINK COUNTERPOISE AND NEW BOND NEW UNDERGROUND 1" POWER CONDUIT TO BOTH EXISTING LINK COUNTERPOISE AND NEW STORAGE STRUCTURE COUNTERPOISE.

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ON-SITE STORAGE SHELTER GROUNDING PLAN

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NOTE 1 (TYP. OF 8)

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NOTE 7 (TYP. OF 6)

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NOTE 3

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NOTE 5 (TYP. OF 4)

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NOTE 6

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NOTE 6

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NOTE 2

ENGINEERING CENTER

ATLANTA TERMINAL

STG-EDPLA1 VOLTAGE: 120-208 VOLT, 3PHASE-4 WIRE

MOUNTING FLUSH MAINS: LUGS ONLY BUS: 100A TOP NEUTRAL: 100%

SURFACE MAIN BREAKER TRIP: FRAME: 100 BOTTOM HINGED: LEFT

LOCATION:

MIN 25,000 A.I.R. RMS. SYM., UNO.

STORAGE SHELTER

DESIGNATION LOAD NO. NO. LOAD DESIGNATION

PHASE LOAD (KVA)

L1 L2 L3

STG EXTERIOR LIGHTS 1.25 1 20 20 2 STG SUPPLY FAN 0.0

STG INTERIOR LIGHTS 6.0 3 20 20 4 STG EXHAUST FAN 0.0

EMERGENCY EXIT LIGHTS 5 20 20 6 RECEPTACLES 0.0

7 8

9 10

11 12

13 14

15 16

17 18

19 20

21 22

23 24

25 26

27 28

29 30

31 32

33 34

35 36

37 38

39 40

41 42

TOTAL L1 0.0

TOTAL L2 0.0

TOTAL KVA 0.0

NOTE 15

A B C

0.25

0.0

TOTAL L3 0.0

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CHARLOTTE

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CHARLOTTE DOUGLAS INTERNATIONAL AIRPORT (CLT)

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CLT-D-STG-

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ATCT FACITLITY

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DISCIPLINE: CIVIL

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NAME :

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PANELBOARD SCHEDULE

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1. TRANSFORMER TO BE MOUNTED USING WALL MOUNTING BRACKET: 7400WMB17M TRANSFORMER TO BE MOUNTED USING WALL MOUNTING BRACKET: 7400WMB17M OR EQUIVALENT. 2. 1" CONDUIT FROM 30A/3P CB IN PANEL EDPHA4-CAB TO NEW DISCONNECT 1" CONDUIT FROM 30A/3P CB IN PANEL EDPHA4-CAB TO NEW DISCONNECT SWITCH LOCATED IN NEW STORAGE SHELTER USING 3-#10AWG AND 1-#8G. 3. 1" CONDUIT FROM NEW SERVICE DISCONNECT SWITCH TO NEW TRANSFORMER 1" CONDUIT FROM NEW SERVICE DISCONNECT SWITCH TO NEW TRANSFORMER USING 3-#10AWG AND 1-#8G. 4. 1" CONDUIT FROM NEW TRANSFORMER TO NEW 120/208V 3P PANEL USING 1" CONDUIT FROM NEW TRANSFORMER TO NEW 120/208V 3P PANEL USING 4-#4AWG AND 1-#8G. 5. GFE PROVIDED: GFE PROVIDED: 5.1. SERVICE DISCONNECT - H-362AWK SERVICE DISCONNECT - H-362AWK 5.2. 15KVA XFMR 480-EX15T3HCU WITH WALL MOUNT BRACKET. 15KVA XFMR 480-EX15T3HCU WITH WALL MOUNT BRACKET. 5.3. 120/208V 3P PANEL BOARD 120/208V 3P PANEL BOARD 5.4. 120/208V TVSS120/208V TVSS

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T-STG-EDPLA1-DS NOTE 1

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STG-EDPLA1

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STG-EDPLA1-DS

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RIGID GALVANIZED STEEL (RGS) CONDUIT

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EMT

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LIQUID TIGHT FLEXIBLE METAL CONDUIT (LTMFC)

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LIQUID TIGHT FLEXIBLE METAL CONDUIT (LTMFC)

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ELECTRICAL ELEVATION

SCALE: 1/2" = 1'

104 101

EDPLA4-CAB EDPHA4-CAB

T-EDPLA4-CAB

204 201

06/29/2021 1103700INITIAL DRAWING SET

NAME HERE NAME HERE

ENGINEERING CENTER

ATLANTA TERMINAL

ROOM SCHEDULE - LEVEL 1

ROOM # ROOM NAME

100 ELEVATOR LOBBY

101 STAIR 1

102 STAIR 2

103 ELECTRICAL CHASE

104 PLUMBING CHASE

ROOM SCHEDULE - LEVEL 2

ROOM # ROOM NAME

200 ELEVATOR LOBBY

201 STAIR 1

202 STAIR 2

203 ELECTRICAL CHASE

204 PLUMBING CHASE

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PAGE OF

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SIGNATURE:

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DATE:

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CHARLOTTE

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CHARLOTTE DOUGLAS INTERNATIONAL AIRPORT (CLT)

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CLT-D-STG-

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ATCT FACITLITY

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DISCIPLINE: CIVIL

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NAME :

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ATCT LEVEL 1 ROUTING

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1. FEEDER PANEL FOR NEW STORAGE ELECTRICAL PANEL. FEEDER PANEL FOR NEW STORAGE ELECTRICAL PANEL. 2. RECOMMENDED 1" ROUTING LOCATION TO LEVEL 1. RECOMMENDED 1" ROUTING LOCATION TO LEVEL 1. 3. 1" ROUTING LOCATION FROM FEEDER PANEL ON LEVEL 2. 1" ROUTING LOCATION FROM FEEDER PANEL ON LEVEL 2. 4. USE EXISTING PRECAST CONDUIT PENETRATIONS ABOVE DOOR TO ROUTE USE EXISTING PRECAST CONDUIT PENETRATIONS ABOVE DOOR TO ROUTE CONDUIT THROUGH. 5. PROPOSED ROUTING FOR NEW 1” CONDUIT. PROPOSED ROUTING FOR NEW 1” CONDUIT. CONDUIT. 6. ALL SHOWN ROUTING AND PENETRATION LOCATIONS ARE RECOMMENDED. ALL SHOWN ROUTING AND PENETRATION LOCATIONS ARE RECOMMENDED.

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