W9127822R0008 AM02 DRAWINGS.pdf

US Army Corps of Engineers®

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE, AL 36602

BUILDING 73 LAB EXPANSION

DECEMBER 20 1

22002 22R 8

AMENDMENT NO. 0001

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ® Mobile District

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INDEX OF DRAWINGS

SHEET

NUMBER SHEET NAME

MECHANICAL

M-001 HVAC LEGENDS, NOTES & ABBREVIATION

M-101 HVAC GROUND FLOOR PLAN

M-102 HVAC MEZZANINE FLOOR PLAN

M-301 HVAC SECTIONS-1

M-302 HVAC SECTIONS-2

M-401 HVAC ENLARGED FLOOR PLANS

M-402 HVAC ENLARGED MEZZANINE FLOOR PLANS

M-501 HVAC DETAILS-1

M-502 HVAC DETAILS-2

M-503 HVAC DETAILS-3

M-601 HVAC SCHEDULES-1

M-701 HVAC CONTROLS-1

M-702 HVAC CONTROLS-2

M-703 HVAC CONTROLS 3

ELECTRICAL

E-001 ELECTRICAL LEGEND AND GENERAL NOTES

E-002 LIGHTING FIXTURES AND SCHEDULES

E-003 LIGHTING SCHEDULES

E-004 480V POWER RISER DIAGRAM

E-005 208V POWER RISER DIAGRAM

E-006 NEW WORK ELECTRICAL SITE PLAN

E-007 ELECTRICAL DETAILS

E-100 ELECTRICAL DEMOLITION PLAN

E-101 GROUND FLOOR POWER PLAN

E-102 MEZZANINE AND TOWER POWER PLAN

E-103 MECHANICAL POWER PLAN

E-200 GROUND FLOOR LIGHTING PLAN

E-201 MEZZANINE LIGHTING PLAN

E-300 NEW WORK LIGHTNING PROTECTION PLAN

E-301 LIGHTNING PROTECTION DETAILS

E-600 PANEL SCHEDULES

E-601 PANEL SCHEDULES

E-602 PANEL SCHEDULES

E-603 PANEL SCHEDULES

E-604 PANEL SCHEDULES

E-605 PANEL SCHEDULES

E-606 PANEL SCHEDULES

TELECOMMUNICATIONS

T-001 TELECOM LEGEND

T-002 TELECOM NOTES

T-100 TELECOM DEMOLITION PLAN

T-111 TELECOM GROUND FLOOR PLAN

T-112 TELECOM GROUND FLOOR BELOW CEILING PATHWAYS PLAN

T-113 TELECOM GROUND FLOOR ABOVE CEILING PATHWAYS PLAN

T-121 TELECOM MEZZANINE FLOOR PLAN

T-122 TELECOM MEZZANINE AND ROOF PATHWAY PLANS

T-201 TELECOM FACEPLATE DETAILS

T-202 TELECOM DETAILS

T-301 TELECOM SINGLE LINE DIAGRAMS

T-302 TELECOM SINGLE LINE DIAGRAMS

T-303 TELECOM SINGLE LINE DIAGRAMS

T-401 TELECOM ENLARGED PLANS

T-501 EXISTING RACK ELEVATIONS

T-502 NEW WORK RACK ELEVATIONS

TY001 SECURITY LEGEND AND NOTES

TY111 SECURITY GROUND FLOOR PLAN

TY121 SECURITY MEZZANINE AND ROOF FLOOR PLAN

TY201 SECURITY DETAILS

TY202 SECURITY DOOR DETAILS

TY301 SECURITY SINGLE LINE DIAGRAMS

TY302 SECURITY SINGLE LINE DIAGRAMS

INDEX OF DRAWINGS

SHEET

NUMBER SHEET NAME

ARCHITECTURAL

A-001 LEGENDS, NOTES, AND ABBREVIATIONS

A-002 WALL TYPES

A-101 FLOOR PLAN

A-102 DIMENSION FLOOR PLAN

A-103 MEZZANINE FLOOR PLAN

A-104 MEZZANINE FLOOR DIMENSION PLAN

A-140 ROOF PLAN & TOWER PLANS

A-141 ROOF DETAILS

A-142 ROOF DETAILS

A-143 ROOF DETAILS

A-144 ROOF DETAILS

A-145 ROOF DETAILS

A-150 REFLECTED CEILING PLAN

A-151 SECURITY/STC 50 GYPSUM WALLBOARD REFLECTED CEILING PLAN

A-201 EXTERIOR ELEVATIONS

A-202 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-312 WALL SECTIONS

A-320 TYPICAL SECURITY/STC ASSEMBLY SEALING DETAILS

A-401 ENLARGED RESTROOM PLAN, ELEVATION, AND DETAILS

A-402 ENLARGED STAIR PLANS, SECTIONS, AND DETAILS

A-403 ENLARGED STAIR PLANS, SECTIONS, AND DETAILS

A-404 ENLARGED RAMP PLANS, SECTIONS, AND DETAILS

A-405 ENLARGED MATERIAL LIFT PLAN AND SECTIONS

A-501 PLAN DETAILS

A-510 FLOOR & CEILING ASSEMBLY DETAILS

A-511 STC/SECURITY DETAILS & CEILING DETAILS

A-601 DOOR SCHEDULE, DOOR AND FRAME ELEVATIONS

A-602 EXTERIOR DOOR DETAILS

A-603 INTERIOR DOOR DETAILS

A-610 LOUVER ELEVATIONS

A-611 LOUVER DETAILS

INTERIOR

I-101 FINISH PLAN

I-102 MEZZANINE FINISH PLAN

I-103 FURNITURE PLAN

I-104 MEZZANINE FURNITURE PLAN

I-105 SIGNAGE AND CORNER GUARD PLAN

I-106 MEZZANINE SIGNAGE AND CORNER GUARD PLAN

I-601 FINISH SCHEDULE, NOTES, AND DETAILS

I-602 SIGNAGE SCHEDULE AND DETAILS

FIRE PROTECTION

FL001 CODE SUMMARY

FL101 FLOOR PLAN - LIFE SAFETY

FL102 MEZZANINE - LIFE SAFETY

FD101 FLOOR PLAN - FIRE ALARM DEMO

FA101 FLOOR PLAN - FIRE ALARM

FA102 MEZZANINE - FIRE ALARM

FA501 DETAILS - FIRE ALARM

FX101 FLOOR PLAN - FIRE PROTECTION

FX102 MEZZANINE - FIRE PROTECTION

FX501 DETAILS - FIRE PROTECTION

PLUMBING

P-001 PLUMBING LEGENDS, NOTES & ABBREVIATION

P-101 GROUND FLOOR PLAN - PLUMBING BELOW SLAB

P-102 GROUND FLOOR PLAN - PLUMBING ABOVE SLAB

P-501 PLUMBING DETALS-1

P-502 PLUMBING DETAILS-2

P-601 PLUMBING SCHEDULES-1

P-901 PLUMBING WASTE RISER DIAGRAM

P-902 PLUMBING DOMESTIC WATER RISER DIAGRAM

INDEX OF DRAWINGS

SHEET

NUMBER SHEET NAME

GENERAL

G-001 TITLE SHEET

G-002 INDEX OF DRAWINGS

G-003 SECURE AREA AND STC CONSTRUCTION NOTES

G-004 TEMPORARY ENTRANCE

G-005 TEMPORARY ENTRY AND MANTRAP STRUCTURAL DETAILS

GC003 SITE LOCATION, ACCESS, AND SAFETY PLAN

GC004 SITE USE AND WORK RESTRICTION PLAN

G-110 AIR BARRIER FLOOR PLAN

G-111 AIR BARRIER SECTION DRAWINGS

CIVIL

V-101 SURVEY AND SURVEY CONTROL PLAN

V-102 SURVEY AND SURVEY CONTROL PLAN

CI001 GENERAL CIVIL NOTES

CI002 ABBREVIATIONS AND LEGEND

CD101 OVERALL DEMOLITION PLAN

CS101 SITE PLAN/GEOMETRIC LAYOUT

CS111 JOINT LAYOUT PLAN

CS501 PAVING DETAILS

CS502 PAVING DETAILS

CS503 FENCE DETAILS

CG101 GRADING & DRAINAGE PLAN

CE100 OVERALL EROSION AND SEDIMENT CONTROL PLANS

CU101 UTILITY PLAN

CU501 UTILITY DETAILS

CU502 UTILITY DETAILS

CATHODIC

X-101 CATHODIC LAYOUT

X-102 CATHODIC PROTECTION DETAILS

X-103 CATHODIC PROTECTION DETAILS

X-104 CATHODIC PROTECTION DETAILS

X-105 CATHODIC PROTECTION DETAILS

STRUCTURAL

S-001 GENERAL NOTES

S-002 GENERAL NOTES CONT. & WIND LOAD CRITERIA

S-101 FOUNDATION PLAN

S-102 SLAB-ON-GRADE PLAN

S-110 MEZZANINE AND WIND BEAM FRAMING PLAN

S-120 ROOF FRAMING PLAN

S-130 TOWER FRAMING PLAN

S-140 EXISTING BUILDING EXIT STAIR FRAMING

S-201 WALL FRAMING ELEVATIONS

S-202 WALL FRAMING ELEVATION

S-410 FOUNDATION SECTIONS AND DETAILS

S-411 FOUNDATION SECTIONS AND DETAILS

S-420 MEZZANINE FRAMING SECTIONS AND DETAILS

S-421 EXTERIOR STAIR SECTIONS AND DETAILS

S-430 ROOF FRAMING SECTIONS AND DETAILS

S-431 ROOF FRAMING SECTIONS AND DETAILS

S-432 TOWER STAIR FRAMING SECTIONS AND DETAILS

S-501 TYPICAL FOUNDATION AND SLAB DETAILS

S-502 TYPICAL STEEL DETAILS

S-503 TYPICAL STEEL DETAILS

S-504 BRACED FRAME DETAILS

DEMOLITION

AD101 DEMOLITION FLOOR PLAN & HANGER 71 STAIR MODIFICATION

AD102 ROOF DEMOLITION PLAN

A

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E111

LAB 2

E110

CORR.

E103

TLT

E108

LAB 4

E107

LAB 3

E106

CONF.

E105

MANTRAP

E101

ADMIN. SECURITY

E102

COMM.

E104

MECH

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G-004

UP

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G-005

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G-005

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G-005

TEMPORARY ENTRANCE, VESTIBULE,

RAMP, & RAILINGS

UP

UP

EXISTING FACILITY ENTRANCE

UP

EXISTING FACILITY

SECURE AREA BOUNDARY

1' -6

TO FACE OF EXISTING

1. ALL WORK FOR TEMPORARY ENTRANCE AS SHOWN ON SHEETS G-004 AND

G-005 TO BE COMPLETED BEFORE WORK CAN BEGIN THAT WILL MAKE

EXISTING ENTRY DOOR AT MANTRAP (E101) INACCESSIBLE TO FACILITY

USERS AS A FACILITY ENTRANCE.

2. AFTER FACILITY ADDITION IS COMPLETE AND USABLE, REMOVE

TEMPORARY PARTITION, DOOR, AND FRAME FROM CORRIDOR E103; AND

REMOVE TEMPORARY VESTIBULE LANDING, RAMP, RAILINGS, AND

ASSOCIATED TEMPORARY LIGHT AND RECEPTACLE.

3. PROVIDE 26 GA GALVANIZED 5V CRIMP ROOF PANELS (24" COVERAGE)

OVER SELF-ADHERED ROOF UNDERLAYMENT AT TEMPORARY

VESTIBULE/MANTRAP. ANCHOR ROOF PANELS TO P.T. PLYWOOD WITH #

9-15x1 1/2" SCREWS WITH SEALING WASHER AT 12" O.C. PROVIDE 26 GA

GALVANIZED EDGE METAL FLASHING, AND PROVIDE 26 GA GALVANIZED

METAL COUNTERFLASHING WITH CONTINUOUS SEALANT AT RAKE EDGE

AGAINST EXISTING BUILDING.

4. REFER TO THE "E" SHEETS FOR ADDITIONAL ELECTRICAL DETAILS AND

NOTES.

5. REFER TO THE "TY" SHEETS FOR ADDITIONAL SECURITY DETAILS AND

NOTES.

6. SEE 01 14 00, WORK RESTRICTIONS, FOR ADDITIONAL INFORMATION.

7. PAINT ALL EXPOSED SURFACES OF TEMPORARY VESTIBULE/MANTRAP

WALLS AND EXPOSED ROOF JOIST & UNDERSIDE OF ROOF PANELS. ONLY

PAINT P.T. PLYWOOD AND ROOF JOISTS WHEN DRY. DO NOT PAINT P.T.

RAMP & GUARDRAILS.

GENERAL NOTES

GRAPHIC LEGEND

EXISTING WALL

EXISTING ROOM NAME / NUMBER

DESIGNATION

DEAD-END CORRIDOR/TRAVEL

DISTANCE TO EXIT CREATED BY

TEMPORARY PARTITION

NEW WALL CONSTRUCTION

EXISTING FACILITY SECURE AREA LIMITS

ROOM NAME

101A

EXISTING DOOR TO REMAIN E

KEYNOTES

REMOVE EXISTING DOOR AND HARDWARE. EXISTING FRAME TO

REMAIN; MODIFY EXISTING FRAME TO ACCEPT NEW DOOR. PROVIDE

NEW HOLLOW METAL STC 53 DOOR WITH FF-L-2890C TYPE IV HIGH

SECURITY ELECTRIC LOCK WITH INTEGRATED COMBINATION SPIN

DIAL. PAINT NEW DOOR.

INSTALL RECEPTACLE 84" AFF. INSTALL AND CONNECT 2#12 AND 1#12

GROUND IN 1/2" CONDUIT TO THE EXISTING E103 CORR HALLWAY

RECEPTACLE CIRCUIT. EXISTING RECEPTACLE CIRCUIT IS LOCATED

APPROXIMATELY 25' AWAY.

(ABOVE) SURFACE MOUNT LIGHT FIXTURE TYPE 'LSE'. INSTALL AND

CONNECT 2#12 AND 1#12 GROUND IN 1/2" CONDUIT TO THE EXISTING

HALLWAY LIGHTING CIRCUIT. TAP CIRCUIT AHEAD OF THE LOCAL

SWITCH. LIGHT FIXTURE SHALL BE 24/7 ALWAYS 'ON' WITH

EMERGENCY BATTERY BACKUP.

8 GOVERNMENT WILL INSTALL TEMPORARY WHITE NOISE SPEAKER AND

CONNECTION.

9 INSTALL TEMPORARY 3/4" CONDUIT AND PULLSTRING TO CCTV

CABINET IN ROOM E102.

10 INSTALL 3/4" CONDUIT AND PULLSTRING TO EXISTING ACS PANEL IN

CORR. E103.

REMOVE EXISTING GUARDRAIL, STORE, AND REINSTALL AFTER

TEMPORARY VESTIBULE, LANDING, AND RAMP IS REMOVED.

INSTALL FIXTURE TYPE 'X'. INSTALL 2#12 AND 1#12 GROUND IN 1/2"

CONDUIT TO THE EXISTING CORRIDOR LIGHTING CIRCUIT. CONNECT

TO CIRCUIT AHEAD OF THE LOCAL SWITCH.

TEMPORARY METAL STUD AND GYPSUM BOARD PARTITION, EXTEND

FROM TOP OF EXISTING ACCESS FLOOR TO BOTTOM OF EXISTING

CEILING. PROVIDE TEMPORARY HOLLOW METAL DOOR & FRAME WITH

LEVER HANDLE PASSAGE LOCKSET.

TEMPORARY DEAD-END CORRIDOR/TRAVEL DISTANCE TO EXIT AS

SHOWN BY DASHED LINE IS NOT TO EXCEED 50'. ACTUAL DISTANCE

SHOWN IS 48'.

TEMPORARY HOLLOW METAL DOOR AND FRAME W/ LEVER HANDLE

PASSAGE LOCKSET.

P.T. WOOD RAILINGS, SEE G-005.12

P.T. WOOD RAMP AND LANDING, SEE G-005.13

P.T. WOOD STUD WALLS AND P.T. PLYWOOD SHEATHING, SEE G-005.14

EXISTING CONCRETE STAIRS BELOW.15

S

CRK

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G-005

______2

G-005

______3

G-005

RAMP (1:12)

TEMPORARY

VESTIBULE/

MANTRAP

7'-10 1/2" 27'-0" +/-

TO FACE OF EXISTING

6' -1

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ® Mobile District

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PLAN

NORTH

TRUE

NORTH 1/8" = 1'-0"G-004

1 B73 TEMPORARY ENTRANCE PLAN

SCALE: 1/8" = 1'-0"

0 4' 8' 16'

PLAN

NORTH

TRUE

NORTH 1/4" = 1'-0"G-004

2 ENLARGED TEMPORARY ENTRANCE PLAN

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

0 2' 4' 8' 1

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SLAB-ON-GRADE - HIGH

1' - 4"

2" / 1' - 0"

6"

6"

/2

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IF

Y

P.T. 2x6 @ 1'-0" O.C. WALL W/

P.T. 1/2" PLYWOOD SHEATHING

EACH FACE NAILED WITH 10dx2 1/2" RING-SHANK

NAILS AT 4" O.C. AT PANEL EDGES AND 6"

O.C. IN THE FIELD OF THE PANELS.

P.T. 2x6 BOTTOM PLATE WITH 1/2"x6" GALV. HILTI KWIK HUS-EZ OR EQUIV.

ANCHORS AT 2'-0" O.C. MAX SPACING

AND WITHIN 6" OF ALL WALL CORNERS

AND OPENING JAMBS.

P.T. 2x6 RAFTERS AT 2'-0" O.C.

MAX SPACING

1/2" PLYWOOD ROOF DECK

NAILED TO ROOF WITH GALV.

10dx2 1/2" RING-SHANK NAILS AT

4" O.C. AT PANEL EDGES AND 6" O.C.

IN THE FIELD OF THE PANELS.

P.T. 2x6 FASCIA;

CONT., TYPICAL

P.T. (2) 2x6 TOP PLATES

SIMPSON H2.5A EACH END

FILL ALL HOLES W/10dx1 1/2"

GALV. NAILS.

G-005

P.T. 1/2" PLYWOOD

SOFFIT; MATCH ROOF

ATTACHMENT.

EXISTING CONCRETE

LANDING/STAIRS TO REMAIN

EXISTING CONCRETE

SLAB TO REMAIN

PROVIDE SIMPSON HTT4 OR EQUIV. HOLD DOWN

ANCHORS IN (4) SHEARWALL CORNERS TO A

DOUBLE STUD PACK W/(1) 5/8"x6 1/2" GALV. HILTI

KWIK HUS-EZ OR EQUIV. ANCHOR INTO SLAB. FILL

ALL HOLES W/FASTENERS AS REQ'D BY MFR.

P.T. 2x6 BOTTOM PLATE WITH 1/2"x6" GALV. HILTI KWIK HUS-EZ OR EQUIV.

ANCHORS AT 2'-0" O.C. MAX SPACING

AND WITHIN 6" OF ALL WALL CORNERS

AND OPENING JAMBS.

2x4 DIAGONAL BRACING @ 4'-0" O.C.

MAX SPACING WITH (4) 0.131"x3 1/4" NAILS

EACH END; TYPICAL ALONG RAMP.

P.T. 2x6@1'-0" O.C. MAX SPACING

V A

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LA

N

P.T. 2x6 @ 1'-0" O.C. KNEE-WALL W/

P.T. 1/2" PLYWOOD SHEATHING

OUTSIDE FACE NAILED WITH 10dx2 1/2" RING-SHANK

NAILS AT 4" O.C. AT PANEL EDGES AND 6"

O.C. IN THE FIELD OF THE PANELS.

P.T. 2x6@2'-0" O.C. RAILING

POSTS ANCHORED TO

STRINGERS W/(8) 0.131"x3 1/4"

NAILS; TYPICAL.

P.T. 2x8; CONT.

2x4 CONT. NAIL TO EACH VERT. W/(2) 0.131"x3 1/4" GALV. NAILS

SIMPSON H2.5A AT EACH VERT.

POST ANCHORED TO BOTTOM PLATE.

FILL ALL HOLES W/GALV. 10dx1 1/2"

1' -4

1/ 2"

1' -5

/2

3' -6

EXTEND ALTERNATE TAILS

FOR CONNECTION.

SIMPSON H2.5A EACH END

FILL ALL HOLES W/10dx1 1/2"

GALV. NAILS.

MATCH OUTSIDE OF EXISTING CONC. STAIR/LANDING BEYOND

+/- 6'-0"

G-005

P.T. APA SPAN RATED 3/4" TONGUE AND

GROOVE DECKING

2'-6"

ADD (2) 2x4 KICKERS @ 4'-0" O.C.

WHERE RAMP HEIGHT IS LESS THAN

12"

2x4 FLATWISE W/(2) GALV.

1/2"x6" HILTI KWIK HUS-EZ

OR EQUIV. ANCHORS AT ENDS;

TYP. WHERE KICKERS REQ'D

(3) 0.131"x3 1/4" GALV. NAILS;

TYPICAL EACH KICKER

(2) SIMPSON A35, ONE EACH SIDE TO

TOP OF FLATWISE 2x4 WITH (8) 1 1/2"

SIMPSON SDS SCREWS; TYP. @ KICKERS

EXISTING CONCRETE

SLAB TO REMAIN

SLAB-ON-GRADE - HIGH

1' - 4"

G-005

G-005

6"

P.T. 2x6 @ 1'-0" O.C. WALL W/

P.T. 1/2" PLYWOOD SHEATHING

EACH FACE NAILED WITH 10dx2 1/2" RING-SHANK

NAILS AT 4" O.C. AT PANEL EDGES AND 6"

O.C. IN THE FIELD OF THE PANELS.

1/2" PLYWOOD ROOF DECK

NAILED TO ROOF WITH GALV.

10dx2 1/2" RING-SHANK NAILS AT

4" O.C. AT PANEL EDGES AND 6" O.C.

IN THE FIELD OF THE PANELS.

P.T. 2x6 FASCIA;

CONT., TYPICAL

P.T. (2) 2x6 TOP PLATES

(3) 2x6 HEADER W/1/2"

PLYWOOD SPACER PLATES;

BEAR ON (1) JACK STUD AND (2)

KING STUDS. STRAP HEADER TO

JACK STUD W/(2) LSTA12 STRAPS;

FILL ALL HOLES.

2x6 OUTRIGGERS @ 2'-0" O.C.

SIMPSON H2.5A EACH END

FILL ALL HOLES W/10dx1 1/2"

GALV. NAILS.

(3) 12d TOENAILS; TYP.

CONT. P.T. 2x6 LEDGER W/ 1/2"x6" GALV. HILTI KWIK HUS-EZ

OR EQUIV. ANCHORS AT 1'-4" O.C.

MAX SPACING AND WITHIN 6" OF

ROOF EDGE; TYPICAL.

JAMB WALL BEYOND

P.T. 3/4" APA SPAN RATED TONGUE AND

GROOVE DECKING NAILED W/

10dx2 1/2" RING SHANK NAILS

AT 4" O.C. AT PANEL EDGES AND 6" O.C.

IN THE FIELD OF THE PANELS.

BRACING SYSTEM FOR

TEMPORARY RAILING;

SEE SECTION ON THIS SHEET

ROTATE AND COPE 2x6 FRAMING

90 DEGREES WHERE LESS THAN

5 1/2" IN HEIGHT BELOW THE PLYWOOD

FLATWISE 2x6 BLOCKING BETWEEN ROTATED 2x6

FRAMING; TAPCON W/(2)

3/16" DIA. TAPCON ANCHORS

EACH END EMBED 2".

1" / 1' - 0"

EXISTING GROUT FILLED

CMU WALL

RIP FINAL 2x6 TO HEIGHT AND

ANCHOR TO FACE OF CONCRETE

STEPS W/1/2"x6" HILTI KWIK HUS-EZ

OR EQUIV. ANCHORS AT 2'-0" MAX SPACING

P.T. 1/2" PLYWOOD

SOFFIT; MATCH ROOF

ATTACHMENT.

A

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IDENTIFICATION

US Army Corps of Engineers ® Mobile District

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3/4" = 1'-0"G-005

1 SECTION THROUGH TEMPORARY MANTRAP

3/4" = 1'-0"G-005

2 SECTION THROUGH RAMP

3/4" = 1'-0"G-005

3 SECTION THROUGH MANTRAP DOOR AND RAMP

GENERAL SHEET NOTES:

1. REFER TO SHEET G-004 FOR ADDITIONAL INFORMATION.

2. ALL TIMBER FRAMING SHOWN SHALL BE PRESSURE TREATED #2

SOUTHERN YELLOW PINE.

3. ALL FASTENERS AND CONNECTORS SHALL BE GALVANIZED OR STAINLESS

STEEL.

4. WHERE FASTENERS ARE NOT SPECIFICALLY NOTED, FOLLOW TABLE

2304.10.1 OF THE 2018 INTERNATIONAL BUILDING CODE.

5. ALL FRAMING SHALL CONFORM TO THE 2018 INTERNATIONAL BUILDING

CODE.

AMENDMENT 0002

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GENERAL CIVIL NOTES

GENERAL:

1. BENCHMARK FOR CONSTRUCTION HAS BEEN PROVIDED ON SHEET V-102.

2. SHOP DRAWINGS OF ALL MATERIALS BEING USED SHALL BE SUBMITTED AS

PER SPECIFICATI0NS (SUBMITTALS).

3. ANY PENALTIES, STOP WORK ORDERS OR ADDITIONAL WORK RESULTING

FROM THE CONTRACTOR BEING IN VIOLATION OF THE REQUIREMENTS

ABOVE, SHALL BE FULLY BORNE BY THE CONTRACTOR.

4. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY IT SHALL BE THE

CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO

MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE

UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR SHALL

EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITIES, WHETHER

SHOWN ON THE PLAN OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES

WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE

BROUGHT TO THE ATTENTION OF THE COR FIRST.

5. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL

UNDERGROUND INSTALLATIONS OF EVERY KIND, INCLUDING LANDSCAPE

SPRINKLERS LINES, SHALL BE PLACED BENEATH THE PAVEMENT AND ITS

EDGES PRIOR TO THE CONSTRUCTION OF THE PAVEMENT. THE PAVEMENT

SHALL NOT BE CUT WITHOUT PRIOR APPROVAL OF THE COR.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY

CONSTRUCTION ACTIVITIES FROM TAKING PLACE OUTSIDE OF THE LIMITS OF

CONSTRUCTION SHOWN ON THE PLANS. ANY ON-SITE OR OFFSITE AREAS

DISTURBED BY CONTRACTOR OR SUB CONTRACTOR (EQUIPMENT AND/OR

PERSONNEL VEHICLES) SHALL BE RESTORED TO ORIGINAL CONDITION OR

BETTER.

7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EXISTING SITE

CONDITIONS OF SOIL PRIOR TO NOTICE TO PROCEED. CONTRACTOR TO

DETERMINE IF ANY OFF SITE MATERIALS WILL NEED TO BE IMPORTED TO

ACHIEVE THE GRADES SPECIFIED ON THE PLANS.

8. CONTRACTOR TO PERFORM FIRE FLOW TEST ON ALL ADJACENT FIRE

HYDRANTS. FINAL FLOW TESTS AT THE END OF THE PROJECT WILL BE

REQUIRED ON ALL NEW FIRE HYDRANTS INSTALLED.

9. ALL PERMITTING AND REGULATORY COORDINATION MUST BE CONDUCTED

THROUGH THE EGLIN AFB CIVIL ENGINEER WITH THE EXCEPTION OF THE

NPDES CONSTRUCTION PERMIT, WHICH THE CONTRACTOR MUST

COORDINATE DIRECTLY WITH FDEP, SEE EROSION CONTROL NOTE 6, THIS

SHEET, AND SPECIFICATION SECTION 01 00 00. ADDITIONAL SPECIAL

CONTRACT REQUIREMENTS AND 01 57 19 TEMPORARY ENVIRONMENTAL

CONTROLS. THE CONTRACTOR IS NOT TO CONTACT OR COORDINATE ANY

OTHER PERMITTING / REGULATORY ACTIVITY WITHOUT PRIOR APPROVAL BY

EGLIN AFB.

DEMOLITION:

1. THE CONTRACTOR SHALL OBTAIN NECESSARY PERMITS AND LICENSES FOR

PERFORMING THE DEMOLITION WORK AND SHALL FURNISH A COPY OF SAME

TO THE COR PRIOR TO COMMENCING THE WORK. THE CONTRACTOR SHALL

COMPLY WITH THE REQUIREMENTS OF THE PERMITS.

2. THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES OR LOCAL

AUTHORITIES FURNISHING ELECTRICAL, POWER SERVICE SO THEY CAN

REMOVE, RELOCATE, DISCONNECT, CAP OR PLUG THEIR EQUIPMENT IN

ORDER TO FACILITATE DEMOLITION. ALL OTHER UTILITIES (WATER,

TELEPHONE OR SEWER) SHALL BE DISCONNECTED, CAPPED OR PLUGGED BY

THE CONTRACTOR AS DIRECTED BY COR REPRESENTATIVE.

3. THE PAVING MARKED FOR DEMOLITION WHICH INCLUDES ALL ASPHALT,

CONCRETE, BASE, AND RETAINING WALLS (INCLUDING THE FOOTERS) SHALL

BE REMOVED.

4. SAW-CUT A SMOOTH STRAIGHT EDGE ON ANY PAVEMENT PROPOSED FOR

DEMOLITION PRIOR TO ITS REMOVAL. PRIOR TO CONNECTING PROPOSED

PAVEMENT TO EXISTING PAVEMENT, THE CONTRACTOR SHALL ENSURE THAT

THE EDGE OF THE EXISTING PAVEMENT IS STRAIGHT AND UNIFORM PRIOR TO

REPAVING.

5. ALL MATERIAL SUCH AS ASPHALT AND CONCRETE SHALL BE STOCKPILED

AND REUSED ON SITE WHERE PRACTICAL. ALL EXCESS WASTE / RECYCLED

MATERIAL NOT RE-USED SHALL BE PROPERLY DISPOSED OF OFF BASE AT AN

APPROVED FACILITY.

OTHER UTILITY INFORMATION:

1. CONTRACTOR SHALL APPLY FOR AN EGLIN AFB DIG PERMIT BEFORE ANY

EXCAVATION IS BEGUN ON THE PROJECT.

2. LANDSCAPING SHALL NOT BE LOCATED WITHIN 3 FEET OF ANY FIRE HYDRANT

AND/OR FIRE DEPARTMENT CONNECTION.

3. WATER FOR FIRE FIGHTING PURPOSES SHALL BE AVAILABLE PRIOR TO

COMBUSTIBLES BEING BROUGHT ON SITE.

STORM DRAINAGE CONSTRUCTION NOTES:

1. UNLESS OTHERWISE NOTED, ALL STORM STRUCTURES SHALL MEET FDOT

STANDARDS.

2. UNLESS OTHERWISE NOTED ON THE PLANS STORM INLETS, MANHOLES, AND

CATCH BASINS SHALL BE PRE-CAST REINFORCED CONCRETE STRUCTURES

OR APPROPRIATE HDPE STRUCTURES SHALL BE REQUIRED AT EACH CHANGE

OF PIPE SIZE, CHANGE IN PIPE DIRECTION, OR PIPE MATERIAL.

3. ORDER OF CONSTRUCTION ACTIVITIES SHALL BE APPROVED BY COR PRIOR

TO CONSTRUCTION.

EARTHWORK, GRADING, STABILIZATION, PAVING AND DRAINAGE:

1. ALL ORGANIC SOILS BELOW UTILITY TRENCHES, PAVEMENT AND BUILDINGS,

SHALL BE REMOVED AND REPLACED WITH SUITABLE MATERIAL AND

COMPACTED TO NO LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM

DENSITY (ASTM D-1557).

2. ALL PAVEMENT MARKINGS SHALL BE NON-REFLECTORIZED PAINT UNLESS

OTHER WISE NOTED.

3. THE REINFORCED CONCRETE PIPE SHALL BE CLASS III WITH WALL THICKNESS

"B" CONFORMING TO ASTM C - 76 OR AWWA 302 - 74 AND GASKETS SHALL BE

IN ACCORDANCE WITH ASTM C - 443 OR ASTM D - 412.

4. ALL PIPE CALL OUTS ARE MEASURED CENTER LINE TO CENTER LINE FOR

MANHOLES AND INLETS AND FROM THE END OF THE PIPE FOR MITERED END

SECTIONS.

5. DEWATERING MAY BE REQUIRED. SPECIAL CONDITIONS WILL BE NECESSARY

FOR DEWATERING IF REQUIRED (SEE SPECIFICATIONS).

6. ALL UTILITY PIPES SHALL HAVE 3 FEET MINIMUM COVER UNLESS OTHERWISE

SPECIFIED IN PLANS.

7. PLANS AND SPECIFICATIONS REQUIRE THAT COMPACTED BACKFILL BE

PLACED ALONG SIDE OF AND OVER ALL UTILITIES. TESTING SHALL BE PER

ASUS SPECIFICATIONS AND DETAILS AND CONTRACT SPECIFICATION

SECTION 31 00 00 - EARTHWORK .

8. INSTALL AND MAINTAIN GRASS OR SOD ON EXPOSED SLOPES WITHIN 48

HOURS OF COMPLETED FINAL GRADES, AS NOTED ON PLANS, AND AT ANY

OTHER TIME AS NECESSARY TO PREVENT EROSION, SEDIMENTATION OR

TURBID DISCHARGES TO ANY DOWNSTREAM WATER BODY, WETLAND, OR

OFF-SITE PROPERTY. SODDING ON SLOPES 3:1 AND STEEPER SHALL BE

STAKED.

9. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL

TURBIDITY AND SEDIMENT INCLUDING, BUT NOT LIMITED TO, THE

INSTALLATION OF TURBIDITY BARRIERS AND SILT FENCES AT ALL LOCATIONS

WHERE THE POSSIBILITY OF TRANSFERRING SUSPENDED SOLIDS INTO THE

RECEIVING WATER BODY EXISTS DUE TO THE PROPOSED WORK. TURBIDITY

AND SEDIMENT BARRIERS MUST BE MAINTAINED AT ALL LOCATIONS UNTIL

CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE

STABILIZED. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR

REMOVING THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFFSITE

DISCHARGE WHICH VIOLATES THE WATER QUALITY STANDARDS IN

CHAPTERS 62-302 AND 62-4, FLORIDA ADMINISTRATIVE CODE.

EROSION CONTROL NOTES:

1. TEMPORARY STABILIZATION IS REQUIRED OF ALL SOIL LEFT BARE. MAXIMUM

TIME FOR BARE SOIL WITHOUT COVER WILL BE 14 DAYS.

2. PERMANENT SOIL STABILIZATION REQUIRED FOR ALL DISTURBED AREAS OF

THE SITE. (NOTE: IT IS NOT ANTICIPATED THAT ANY SLOPES WILL BE

CONSTRUCTED ON THE PROJECT. THE INTENT IS THAT ALL DISTURBED

AREAS SHALL BE REPAIRED WITH SOD).

3. STORMWATER INLETS AND STRUCTURES SHOULD BE PROTECTED FROM SOIL

DEPOSITION FIRST, TO PREVENT SOIL LOSS DURING THE CONSTRUCTION

PROCESS.

4. REQUIRED INSPECTIONS BY CONTRACTOR DURING CONSTRUCTION:

a. ONCE EACH WEEK OR WITHIN 24 HRS OF A STORM EVENT

(GREATER THAN 1/2 IN.) INSPECT ALL CONTROL MEASURES.

b. REPAIR ALL DAMAGED AREAS WITHIN 24 HRS OF DISCOVERY.

c. REMOVE ANY BUILT-UP SEDIMENT AROUND FENCES THAT

REACHES 1/3 OF THE SILT FENCE HEIGHT, REMOVE SEDIMENT

THAT COLLECTS IN DRAINAGE BASINS AND EXFILTRATION

TRENCHES.

d. SILT FENCES SHOULD BE INSPECTED FOR DEPTH OF SEDIMENT

AND TEARS TO INSURE FABRIC HAS NOT PULLED AWAY FROM

POSTS.

e. INSPECT ALL TEMPORARY AND PERMANENT SOIL STABILIZATION

FOR WASHOUTS OR BARE SPOTS.

f. INSPECTION REPORTS MUST BE AVAILABLE FOR INSPECTION AT

ALL TIMES. THE SITE SUPERINTENDENT OR QUALIFIED

STORMWATER INSPECTOR SHALL CONDUCT ALL INSPECTIONS

AND MAINTAIN REPORTS.

g. DATES OF ALL MAJOR GRADING ACTIVITIES MUST BE RECORDED

AND MAINTAINED WITH SITE INSPECTIONS WHEN MAJOR GRADING

HAS CEASED IN ANY AREA, THE DATE MUST ALSO BE RECORDED.

h. INSPECTION AND RECORD KEEPING SHALL BE IN ACCORDANCE

WITH THE PROJECT NPDES PERMIT REQUIRED TO BE OBTAINED

THROUGH FDEP.

5. GOOD HOUSEKEEPING. THE SITE SHOULD BE KEPT IN AN ORDERLY FASHION,

THE CONTRACTOR SHALL INSURE THE FOLLOWING ITEMS ARE ADDRESSED.

a. AN EFFORT TO STORE ONLY WHAT IS NEEDED ON THE SITE.

b. KEEP ALL STORED MATERIALS IN A NEAT AND ORDERLY FASHION

IN THE ORIGINAL CONTAINERS WHEN POSSIBLE.

c. FOLLOW ALL MANUFACTURERS RECOMMENDED PROCEDURES

FOR DISPOSAL OF WASTE MATERIAL.

d. INSPECT DAILY TO ENSURE WASTE MATERIAL IS DISPOSED OF

PROPERLY.

6. THIS PROJECT HAS LESS THAN ONE ACRE OF DISTURBED SOIL AND WILL NOT

REQUIRE AN NPDES PERMIT.

SPILL CONTROL NOTES:

1. IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT

PRACTICES DISCUSSED IN THE PREVIOUS NOTES OF THIS PLAN, THE

FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND

CLEANUP IAW PROJECT SPECIFICATION SECTION 01 57 19.

a. ALL SPILLS WILL BE REPORTED TO THE AIR FORCE IMMEDIATELY

TO EGLIN AFB ENVIRONMENTAL DEPARTMENT (850.240.1628)

PRIOR TO ANY CLEAN UP, AND IF AN IMMEDIATE EMERGENCY

CALL 911 FIRST. POINT OF CONTACT IS ROBERT (BRUCE)

STIPPICH.

b. ALL SPILL PREVENTION, CONTROL, CLEAN UP AND/OR DISPOSAL

SHALL BE IAW PROJECT SPECIFICATION SECTION

01 57 19.

SURVEY:

1. HORIZONTAL COORDINATES BASED ON FLORIDA STATE PLANE - NORTH ZONE

(NAD83), US SURVEY FEET. SURVEY PERFORMED BY SAM, LLC.

2. ELEVATIONS ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88) UNITED STATES COASTAL AND GEODETIC SURVEY (U.S.C. & G.S.),

AS DETERMINED BY SAM, LLC.

3. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF ALL SURVEY AND

PROPERTY MONUMENTS. IF A MONUMENT IS DISTURBED, THE CONTRACTOR

SHALL CONTRACT WITH THE SURVEYOR OF RECORD FOR REINSTALLATION

OF THE MONUMENT.

4. ALL CONSTRUCTION LINES AND GRADES SHALL BE ESTABLISHED AND

MAINTAINED BY THE CONTRACTOR.

OUTAGES:

1. CONTRACTOR SHALL COORDINATE ALL UTILITY OUTAGES A MINIMUM OF 14

WORKING DAYS PRIOR TO THE SCHEDULED EVENT WITH COR

REPRESENTATIVE AND ASUS.

2. TEMPORARY UTILITY TIE-INS: FOR TEMPORARY UTILITY TIE-INS, (I.E.

CONTRACT'S TRAILER) ELECTRICITY AND POTABLE WATER ARE USUALLY

AVAILABLE ON EGLIN AND THE CONTRACTOR MAY TIE INTO THESE. BOTH

TIE-INS MUST MEET CODE REQUIREMENTS, MUST BE METERED WITH

APPROVED REMOTE READABLE METERS, AND THE CONTRACTOR SHALL

PROVIDE ALL MANPOWER/EQUIPMENT FOR THESE TIE-INS. EGLIN WILL ONLY

PERFORM THE FINAL ELECTRICAL TIE-IN TO BASE LINES; ALL OTHER WORK

WILL BE ACCOMPLISHED BY THE CONTRACTOR.

3. CONTRACTOR AWARDED THIS PROJECT IS RESPONSIBLE FOR MONITORING

CONSTRUCTION AND SUBMITTING TO THE DISTRICT/FDEP NOTICE OF

CONSTRUCTION COMMENCEMENT AND AS-BUILT CERTIFICATIONS FOR THE

PROJECT WHEN COMPLETED THE CONTRACTOR SHALL UTILIZE A

PROFESSIONAL ENGINEER TO MONITOR THE CONSTRUCTION ACTIVITIES FOR

THE WATER, SEWER AND STORM WATER IMPROVEMENTS PER THE

CONDITIONS OF THE APPROVED PERMITS. A PROFESSIONAL ENGINEER IS

REQUIRED BY PERMIT CONDITIONS TO SUBMIT THE CONSTRUCTION

COMPLETION PERMITS TO THE PERMITTING AGENCIES

GAS NOTES:

1. OKALOOSA GAS DISTRICT FACILITIES ARE AVAILABLE IN THE AREA ADJACENT

TO THE PROJECT SITE. NO IMPROVEMENTS ARE EXPECTED TO THE NATURAL

GAS INFRASTRUCTURE AS PART OF THE PROJECT.

2. SHORT DURATION OUTAGES WILL BE PERMITTED AND MUST BE APPROVED

BY THE CONTRACTING OFFICER, GAS MAIN SHUTDOWNS/OUTAGES SHALL

LAST NO LONGER THAN 60 MINUTES AND CAN OCCUR NO MORE THAN 2 TIMES

DURING THE CONSTRUCTION PERIOD.

SPECIAL REQUIREMENTS:

1. THIS PROJECT REQUIRES WORK ON THE EXISTING SANITARY SEWER

SYSTEM. THE EXISTING SANITARY SEWER SYSTEM MUST REMAIN IN

OPERATION DURING CONSTRUCTION. SHORT DURATION OUTAGES WILL BE

PERMITTED AND MUST BE APPROVED BY THE CONTRACTING OFFICER.

SANITARY SEWER SHUTDOWNS/OUTAGES SHALL LAST NO LONGER THAN 60

MINUTES, AND CAN OCCUR NO MORE THAN 4 TIMES DURING THE

CONSTRUCTION PERIOD. NO SHUTDOWN/OUTAGES SHALL OCCUR DURING

WET WEATHER EVENTS. THE CONTRACTOR SHALL COORDINATE ALL

SHUTDOWNS/OUTAGES WITH THE USACE AND BASE CIVIL ENGINEERING

OFFICE.

2. WATER AND SEWER, DESIGN AND CONSTRUCTION, SHALL CONFORM WITH

THE REQUIREMENTS SET FORTH BY THE AMERICAN STATES UTILITIES

SERVICES, INC. (ASUS) STANDARD DETAILS AND SPECIFICATIONS INCLUDED

IN CONTRACT DOCUMENTS APPENDIX I FOR REFERENCE TO THE WORK THEY

WILL BE PERFORMING FOR COORDINATION PURPOSES BY THE GENERAL

CONTRACTOR.

3. THE CONTRACTOR SHALL SUBMIT THE TEMPORARY AIRFIELD SECURITY

FENCING AND/OR FOREIGN OBJECT DEBRIS/DAMAGE (FOD) TEMPORARY

FENCING LOCATION FOR APPROVAL BY THE BASE ENGINEER AND SECURITY

FORCES PRIOR TO CONSTRUCTION ACTIVITIES COMMENCING AT THE

PROJECT SITE. THE TEMPORARY AIRFIELD SECURITY FENCE SHALL FOLLOW

DESIGN CRITERIA AS STATED ON THE ENGINEERING DESIGN MANUAL, EGLIN

AIR FORCE BASE (AFB) FLORIDA, FEBRUARY 2019 AND UFC 3-260-01,

APPENDIX B SECTION 14. THE TEMPORARY AIRFIELD SECURITY FENCING

SHALL BE INSTALLED BEFORE EXISTING FENCE CAN BE REMOVED.

TEMPORARY FENCE CANNOT BE WITHIN 50 FEET OF REDLINE. TEMPORARY

FENCE SHALL BE 6 FEET HIGH (MINIMUM) CHAIN LINK WITH TOP AND BOTTOM

RAILS AND MESH FABRIC SCREENING. THE TEMPORARY AIRFIELD SECURITY

FENCE SHALL HAVE MOUNTED SIGNS AT 100 FEET ON CENTERS IDENTIFYING

A “CONTROLLED AREA” SIGN LEGEND.

4. CONSTRUCTION ACTIVITIES ON THE AIRFIELD, IN PROXIMITY TO, OR

AFFECTING AIRCRAFT OPERATIONAL AREAS OR NAVIGABLE AIRSPACE, SHALL

BE COORDINATED WITH ALL AIRFIELD USERS BEFORE INITIATING SUCH

ACTIVITIES. IN ADDITION, BASIC RESPONSIBILITIES MUST BE IDENTIFIED AND

ASSIGNED PROCEDURES DEVELOPED AND DISSEMINATED TO INSTRUCT

CONSTRUCTION PERSONNEL IN AIRPORT PROCEDURES AND FOR

MONITORING CONSTRUCTION ACTIVITIES FOR CONFORMANCE WITH SAFETY

REQUIREMENTS. THESE AND OTHER SAFETY CONSIDERATIONS SHALL BE

ADDRESSED IN THE EARLIEST STAGES OF PROJECT FORMULATION AND

INCORPORATED IN THE CONTRACT SPECIFICATIONS, THE WORK ORDER

PROJECT REQUIREMENTS CHECKLIST, AND/OR OTHER PROJECT GUIDANCE

DOCUMENTS DEVELOPED FOR IN-HOUSE. CONSTRUCTION PROJECTS. THE

QUALITY ASSURANCE PERSONNEL, AIRFIELD MANAGER, AND CONTRACT

ADMINISTRATOR SHOULD CLOSELY MONITOR CONSTRUCTION ACTIVITY

THROUGHOUT ITS DURATION TO ENSURE CONTINUAL COMPLIANCE WITH

SAFETY REQUIREMENTS DELINEATED ON THE PROJECT PLANS. THE QUALITY

ASSURANCE PERSONNEL, AIRFIELD MANAGER, AND CONTRACT

ADMINISTRATOR SHOULD CLOSELY MONITOR CONSTRUCTION ACTIVITY

THROUGHOUT ITS DURATION TO ENSURE CONTINUAL COMPLIANCE WITH

SAFETY REQUIREMENTS.

5. EXISTING GOVERNMENT OWNED CONEX TRAILERS TO BE RELOCATED PRIOR

TO CONSTRUCTION WORK COMMENCING.

A

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IDENTIFICATION

US Army Corps of Engineers ® Mobile District

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BUILDING 73

1 STORY BLOCK

F.F.E.=57.30'

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W x

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W x

W x

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W x

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W x

W x

W x

W x

W x

W x

W x

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E x

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Ex Ex E x

Ex Ex Ex Ex Ex

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E x E x

E x

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E x

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COMM

C O

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C O

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W x

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W x

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COMM

METAL DECK

WOOD DECK

WOOD DECK

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DECK OVERHANG

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BUILDING 85

2 STORY BRICK

F.F.E.=57.80'

AC

AC

BUILDING 78

1 STORY BRICK

F.F.E.=56.80'

WALKWAY

OVERHANG

CONEX

CONEX

CONEX

Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx Wx

0 20' 40'

N

48 HOURS BEFORE DIGGING

1-800-432-4770

SUNSHINE STATE ONE CALL CENTER

CALL 811

TOLL FREE

OR

Know what's below.

Call before you dig.

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EXISTING PARKING LOT

SOD REMOVAL

DEMOLITION LEGEND

CONCRETE REMOVAL

STRUCTURE AND PAVEMENT

DEMOLITION

STRUCTURE(S) TO BE REMOVED BY GOVERNMENT PRIOR TO

CONTRACTOR COMMENCING WORK

UTILITY DEMOLITION

DEMOLITION NOTES

1. FOR EXISTING CONDITIONS LEGEND REFER TO SHEET V-101 AND V-102.

2. FOR PROPOSED WORK LEGEND REFER TO SHEET CI002.

3. REFER TO GC004 FOR PROPOSED FOREIGN OBJECT DEBRIS (FOD) AND

CONSTRUCTION FENCE LOCATIONS.

4. DOUBLE SAW CUT METHOD SHALL BE NECESSARY TO PREVENT

BINDING OF SAWING BLADE.

5. PCC DEMOLITION SHALL EXTEND TO THE NEAREST JOINT BASED ON

THE CONCRETE REMOVAL LIMITS.

6. CONTRACTOR SHALL COORDINATE UTILITY DEMOLITION WITH

CONTRACTING OFFICER. VERIFY ALL UTILITIES NOTED FOR

DEMOLITION HAVE BEEN SHUT OFF AND ABANDONED PRIOR TO ANY

WORK.

7. CONTRACTOR SHALL FIELD VERIFY ALL UTILITIES PRIOR TO BEGINNING

CONSTRUCTION ACTIVITIES. COORDINATE WITH CONTRACTING

OFFICER AND NOTIFY IMMEDIATELY OF ANY DISCREPANCY WITH

UTILITY LOCATIONS. EACH CONTRACTOR IS RESPONSIBLE FOR ANY

AND ALL DAMAGE TO UTILITIES CAUSED BY THEIR CONSTRUCTION

ACTIVITIES.

8. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN

FOR APPROVAL BY CONTRACTING OFFICER AND BASE ENGINEER

PRIOR TO STARTING CONSTRUCTION ACTIVITIES. TEMPORARY TRAFFIC

CONTROL PLAN SHALL COMPLY WITH FDOT MAINTENANCE AND

TRAFFIC DESIGN REQUIREMENTS, SPECIFICATIONS, AND 600 SERIES

INDEXES LATEST EDITION.

9. CONTRACTOR SHALL PERFORM AIRFIELD DEMOLITION AS NECESSARY

AT THE LOCATION OF AN EXISTING CONCRETE JOINT.

CONEX TRAILERS, TYP. 6

(ANTICIPATED LOCATIONS AT

TIME OF PROJECT)

PAVEMENT MARKING REMOVAL

PROTECT EXISTING 10"

WATER LINE

PROTECT EXISTING

BURIED ELECTRIC LINE PROTECT EXISTING BURIED

ELECTRIC AND COMM LINES

PROTECT EXISTING BURIED

ELECTRIC AND COMM LINES

PROTECT EXISTING

BURIED ELECTRIC

AND COMM LINES

PROTECT EXISTING

BURIED ELECTRIC LINE

PROTECT EXISTING WATER LINE

PROTECT EXISTING

COMM LINES

PROTECT EXISTING GAS LINE

1 OVERALL DEMOLITION PLAN

1" = 20'

A

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

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EXISTING GOVERNMENT

OWNED CONEX TRAILERS

TO BE RELOCATED PRIOR

TO CONSTRUCTION WORK

COMMENCING (NIC)

PROTECT EXISTING

CONCRETE

REMOVE CONCRETE TO THE

NEAREST JOINT AS SHOWN.

CONTRACTOR TO VERIFY

LOCATION. IF SAW CUTTING

IS NECESSARY, USE DOUBLE

SAW CUT METHOD PER

UFC 3-260-02 & UFC 3-270-01.

DEMO EXISTING STAIRS AND FOUNDATION,

SEE ARCHITECTURAL & STRUCTURAL

DRAWINGS FOR ADDITIONAL INFORMATION

DEMO EXISTING BOLLARDS

B-1

B-2

REMOVE STEEL PLATING TO NEAREST JOINT AND FILL UNDERGROUND

VAULT WITH COMPACTED SAND AND AGGREGATE BASE COURSE TO

SUPPORT NEW CONCRETE PAVEMENT. CONSTRUCT CONCRETE

PARTITION AT REMOVAL LIMIT TO CLOSE VAULT.

STEEL COVER REMOVAL

EXISTING UNDERGROUND VAULT

WITH STEEL PLATE COVERS

PROTECT EXISTING

FIRE HYDRANT

REMOVE ABANDONED

ELECTRIC MANHOLE

AND FILL WITH

COMPACTED SUITABLE

BACKFILL

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AMENDMENT 0002

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IIIL

IIIIL

ELECTRICAL LEGEND

RUN CONCEALED UNDER FLOOR

RUN SURFACE MOUNTED UNLESS NOTED OTHERWISE

LIQUID-TIGHT FLEXIBLE CONDUIT CONNECTION

PANELS AND POWER

Y INDICATES # OF POLES, AND Z INDICATES NEMA RATING

NON-FUSIBLE DISCONNECT SWITCH; XX/YY/ZZ WHERE X INDICATES AMPERAGE,

NEMA 5-20R. MOUNT 18" A.F.F. UNLESS NOTED OTHERWISE; PROVIDE WEATHERPROOF

BOX FOR RECEPTACLE

NEMA 5-20R. MOUNT 6" ABOVE COUNTER

NEMA 5-20R. MOUNT 18" A.F.F. UNLESS NOTED OTHERWISE

BRANCH CIRCUITING

WALL SWITCHES (UNLESS OTHERWISE NOTED, MOUNT 48" A.F.F.)

A.C. TYPE, SINGLE POLE, 20 AMP, 120/277 VOLT

A.C. TYPE, 3-WAY, 20 AMP, 120/277 VOLT

WALL MOUNTED EXIT LIGHT

A.C. TYPE, 4-WAY, 20 AMP, 120/277 VOLT

JUNCTION BOX WITH BLANK SCREW COVER AND FLEXIBLE CONDUIT CONNECTION

DUPLEX RECEPTACLE - 20 AMP, 125 VOLT, GFCI, 2 POLE, 3 WIRE GROUNDED TYPE,

DUPLEX RECEPTACLE - 20 AMP, 125 VOLT, GFCI, 2 POLE, 3 WIRE GROUNDED TYPE,

4$

3$

J

G

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CEILING OUTLETS

JUNCTION BOX

WALL OUTLETS

NEMA 5-20R. MOUNT 18" A.F.F. UNLESS NOTED OTHERWISE

CEILING RECESSED MOUNTED DOWNLIGHT FIXTURE

DUPLEX RECEPTACLE - 20 AMP, 125 VOLT, GFCI, 2 POLE, 3 WIRE GROUNDED TYPE,

RECESSED 2' X 4' LED FIXTURE

DUPLEX RECEPTACLE - 20 AMP, 125 VOLT, 2 POLE, 3 WIRE GROUNDED TYPE,

CEILING SURFACE MOUNTED EXIT LIGHT; PROVIDE DIRECTION ARROW AS INDICATED

WP

J

MISCELLANEOUS

WEATHERPROOF

UNLESS NOTED OTHERWISE

ABOVE FINISH FLOOR

WP

U.N.O.

A.F.F.

RECESSED 2' X 2' LED FIXTURE

GROUND FAULT CIRCUIT INTERRUPTERG

ELECTRICAL PANELBOARD

NEMA 5-20R. MOUNT 18" A.F.F. UNLESS NOTED OTHERWISE

QUADRAPLEX RECEPTACLE - 20 AMP, 125 VOLT, 2 POLE, 3 WIRE GROUNDED TYPE,

NEMA 5-20R. MOUNT 72" A.F.F. TO C/L ADJACENT TO TELEVISION OUTLET

DUPLEX RECEPTACLE - 20 AMP, 125 VOLT, 2 POLE, 3 WIRE GROUNDED TYPE,

SURFACE OR PENDANT MOUNTED 1' X 4' LED FIXTURE

DRY TYPE TRANSFORMER

RECEPTACLE - 200 AMP, 600 VOLT, 4 POLE, 5 WIRE GROUNDED TYPE BASIS OF DESIGN HUBBELL HBL5200RS1W COORIDNATE FINAL RECEPTACLE WITH GOVERNMENT REPRESENTATIVE PRIOR TO ORDERING MATERIALS.

NUMERALS INDICATE PANEL AND CIRCUIT NUMBER.

HOMERUN TO PANEL. ANY CIRCUIT WITHOUT FURTHER IDENTIFICATION INDICATES

2 #12, 1 #12 GROUND - 1/2" C; 3 #12, 1 #12 GROUND - 1/2" C;LA-1

4 #12, 1 #12 GROUND - 1/2" C; ETC. AS PER NEC. LETTERS AND

P SIDE WALL MOUNTED PHOTOCELL 120 VOLT

ROTATING BEACON TYPE BLUE LIGHT; STROBE TYPES ARE NOT ACCEPTABLE

MOTOR RATED TOGGLE SWITCH, 30 AMP, 120/277 VOLTM$

SWITCH TYPE INFRARED OCCUPANCY SENSORR$

NEMA 5-20R. MOUNT 18" BELOW FINISHED CEILING TO C/L FOR WALL MOUNTED CLOCK.

SIMPLEX RECEPTACLE - 20 AMP, 125 VOLT, 2 POLE, 3 WIRE GROUNDED TYPE,

WALL MOUNTED LED LIGHTING FIXTURE

CONDUIT GND GROUNDC

GROUNDGND

RECESSED 2' X 4' LED FIXTURE WITH EMERGENCY DRIVER

SURFACE OR PENDANT MOUNTED 1' X 4' LED FIXTURE WITH EMERGENCY DRIVER

RECESSED 2' X 2' LED FIXTURE WITH EMERGENCY DRIVER

360 DEGREE CEILING MOUNTED OCCUPANCY SENSOR WITH POWER PACK RELAY;

DUAL TECHNOLOGY

LOW VOLTAGE SWITCH WITH ON/OFF/50% PRESET BUTTONSLV$

T

BL

OS

2' LONG X 4" TALL X 1/4" THICK CONTINUOUS GROUND BUSBAR. INSTALL #3/0

BONDING CONDUCTOR TO MAIN SYSTEM GROUND BAR.

C

RECEPTACLE - 100 AMP, 600 VOLT, 3 POLE, 4 WIRE GROUNDED TYPE. COORDINATE EXACT

OUTLET TYPE WITH GOVERNMENT REPRESENTATIVE PRIOR TO ORDERING MATERIALS.

RECEPTACLE - 30 AMP, 250 VOLT, 3 POLE, 4 WIRE GROUNDED TYPE. COORDINATE EXACT

OUTLET TYPE WITH GOVERNMENT REPRESENTATIVE PRIOR TO ORDERING MATERIALS.

WALL MOUNTED ROTATING BEACON TYPE BLUE LIGHT; STROBE TYPES ARE NOT ACCEPTABLE'BL'

BLUE LIGHTS SWITCHBL$

DIMMING LIGHT SWITCHD$

WALL MOUNTED OCCUPANCY SENSOR; DUAL TECHNOLOGYOS$

NEMA L5-30R. MOUNT 18" A.F.F. UNLESS NOTED OTHERWISE

SIMPLEX RECEPTACLE - 30 AMP, 125 VOLT, 2 POLE, 3 WIRE GROUNDED TYPE,

NEMA L6-30R. MOUNT 18" A.F.F. UNLESS NOTED OTHERWISE

SIMPLEX RECEPTACLE - 30 AMP, 125 VOLT, 2 POLE, 3 WIRE GROUNDED TYPE,

A

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

A

R M

Y C

O R

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AMENDMENT 0002

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E-001FTFA20DR04

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D A

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G E

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B E

R

1. ALL PANELBOARDS, BACKBOARDS, TERMINAL CABINETS, DISCONNECTS, ETC SHALL HAVE CUSTOM ENGRAVED NAMEPLATE MECHANICALLY AFFIXED IDENTIFYING SYSTEM.

2. GENERAL CONTRACTOR SHALL FIELD-VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY WORK, AND SHALL IMMEDIATELY NOTIFY THE GOVERNMENT OF ANY

DISCREPANCIES. FAILURE TO DO SO INDICATES THAT THE CONTRACTOR ACCEPTS THE CONDITIONS AS THEY EXIST, AND SHALL PERFORM THE WORK REQUIRED AS SHOWN AND

SPECIFIED.

3. THE ELECTRICAL CONTRACTOR SHALL OBTAIN AND REVIEW THE MECHANICAL AND SPECIAL EQUIPMENT SUBMITTALS PRIOR TO SUBMITTING THE ELECTRICAL SUBMITTALS. ANY ELECTRICAL EQUIPMENT, CONDUIT, AND WIRE SIZE CHANGES RESULTING FROM THIS REVIEW SHALL ALSO BE SUBMITTED FOR APPROVAL.

4. FURNISH ALL EQUIPMENT AND LABOR, PERFORM ALL LABOR WITH SUPERVISION, BEAR ALL EXPENSES, AS NECESSARY FOR THE SATISFACTORY COMPLETION OF ALL WORK READY

FOR OPERATION.

5. COMPLY WITH ALL CODES, LAWS, AND ORDINANCES APPLICABLE TO ELECTRICAL WORK, THE NATIONAL ELECTRIC CODE, NFPA, AND UFC PUBLICATIONS. OBTAIN ALL PERMITS

REQUIRED BY THE GOVERNMENT.

6. THE GENERAL CONTRACTOR SHALL NOTIFY THE GOVERNMENT IMMEDIATELY OF ANY CONFLICTS/DISCREPANCIES BETWEEN DISCIPLINES BEFORE ORDERING

EQUIPMENT/MATERIALS.

7. ALL CONDUCTORS INDICATED ON PLAN SHALL BE COPPER.

8. ALL ELECTRICAL WORK AND MATERIALS USED IN THIS PROJECT SHALL BE NEW, UNDERWRITERS' LABORATORIES (UL) LISTED AND LABELED, AND SHALL BE FURNISHED AND

INSTALLED BY THE CONTRACTOR UNLESS NOTED OTHERWISE.

9. CONDUIT ROUTINGS AND DEVICE/EQUIPMENT LOCATIONS SHOWN ARE DIAGRAMMATIC ONLY, CONTRACTOR SHALL FIELD ROUTE AND LOCATE AS REQUIRED. CONDUIT ROUTINGS

SHALL BE PARALLEL OR PERPENDICULAR TO BUILDING LINES.

10. THE CONDUIT SYSTEMS UTILIZED SHALL BE AS FOLLOWS:

A. BELOW GRADE - PVC SCHEDULE 40.

B. TRANSITIONS FROM BELOW GRADE (WHICH SHALL INCLUDE A 'RSC' FACTORY 90 DEGREE ELBOW) TO ABOVE GRADE AND/OR THRU SLAB - RIGID GALVANIZED STEEL (RGS).

C. INTERIOR OF BUILDING CONDUITS - ELECTRIC METALLIC TUBING (EMT) UNLESS NOTED OTHERWISE.

D. EXTERIOR OF BUILDING EXPOSED ABOVE FINISHED GRADE - RIGID STEEL CONDUIT (RSC) UNLESS NOTED OTHERWISE.

E. FINAL 36" OF CONDUIT CONNECTED TO MOTORS AND DRY TYPE TRANSFORMERS - LIQUID TIGHT FLEXIBLE CONDUIT (LFMC).

11. ALL NEW CONDUITS RUN UNDERGROUND SHALL HAVE A MINIMUM BURIAL DEPTH OF 36" UNLESS NOTED OTHERWISE.

12. NEW CONDUITS LEAVING OR ENTERING BUILDING SHALL BE SEALED PER NEC TO PREVENT ENTRANCE OF MOISTURE.

13. PAINT ALL NEW EXPOSED SURFACE RUN CONDUITS TO MATCH COLOR OF SURFACE UPON WHICH THEY ARE PLACED.

14. PROVIDE A NEW TYPED PANELBOARD DIRECTORY FOR ALL NEW ELECTRICAL PANELBOARDS. MOUNT IN HOLDER BEHIND A TRANSPARENT PROTECTIVE COVERING. PANELBOARD

DIRECTORIES SHALL INDICATE SOURCE OF FEEDER TO PANELBOARD (IE PANEL 'DP' FED FROM PANEL 'MDP'). HANDWRITTEN PANELBOARD DIRECTORIES IS UNACCEPTABLE. MARK

ALL RECEPTACLES, LIGHTS, AND EMERGENCY EQUIPMENT WITH PANEL AND BREAKER #.

15. COORDINATE LOCATIONS OF ALL NEW ELECTRCAL EQUIPMENT, DEVICES, OUTLETS, FIXTURES, ETC. WITH ARCHITECTURAL PLANS, ELEVATIONS AND REFLECTIVE CEILING PLANS

PRIOR TO ROUGH-IN WORK.

16. WHERE CONFLICTS OCCUR ON ELECTRICAL DRAWINGS BETWEEN DRAWINGS, SPECIFICATIONS AND CODES, THE MOST STRINGENT REQUIREMENT THAT APPLIES SHALL BE ADHERED

TO.

17. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY WORK AND SHALL IMMEDIATELY NOTIFY THE GOVERNMENT INSPECTOR OF ANY DISCREPANCIES. FAILURE TO DO SO INDICATES THAT THE CONTRACTOR ACCEPTS THE CONDITIONS AS THEY EXIST AND SHALL PERFORM THE WORK AS SHOWN AND SPECIFIED.

18. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR EXACT LOCATION AND SIZE OF

EQUIPMENT WHICH ARE PROVIDED BY OTHERS AND CONNECTED BY ELECTRICAL.

19. PROVIDE A 6'-0" MAXIMUM FLEXIBLE CONNECTION FROM EACH RECESSED LIGHTING FIXTURE TO NEW OUTLET BOX ABOVE CEILING.

20. ALL NEW OUTLET BOXES FOR MOUNTING LIGHTING FIXTURES SHALL BE MINIMUM 4" SQUARE OR OCTAGONAL X 1 1/2" DEEP UNO.

21. BUSBARS ARE TO BE PROVIDED FOR ALL POLES INDICATED ON PANEL SCHEDULE, REGARDLESS OF WHETHER POLES ARE SHOWN WITH CIRCUIT BREAKERS OR 'SPACE ONLY'.

22. ALL NEW PANELBOARDS AND SAFETY SWITCH DISCONNECTS SHALL BE FURNISHED WITH LAMINATED PLASTIC NAMEPLATES. NAMEPLATES SHALL BE MELAMINE PLASITC .125" THICK, WHITE WITH BLACK CENTER CORE. SURFACE SHALL BE MATTE FINISHED. CORNERS SHALL BE SQUARE. ACCURATELY ALIGN LETTERING AND ENGRAVE INTO THE CORE. MINIMUM SIZE OF NAMEPLATES SHALL BE 1" X 2 1/2". LETTERING SHALL BE A MINIMUM OF .25" HIGH, NORMAL BLOCK STYLE. FASTEN NAMEPLATES WITH A MINIMUM OF TWO SHEET METAL

SCREWS OR TWO RIVETS, PER NAMEPLATE.

23. WORKING SPACE OF 36" FOR 208/120 VOLT SYSTEMS SHALL BE MAINTAINED IN FRONT OF ALL ELECTRICAL PANELS AND DEVICES.

24. SAFETY SWITCH DISCONNECTS SHALL BE MOUNTED AT 48" AFF TO CENTER AND SHALL HAVE 3'-0" MIN. OF WORKING SPACE IN FRONT OF DISCONNECT; COORDINATE WITH

MECHANICAL CONTRACTOR AND EQUIPMENT LOCATIONS.

25. FINAL CONDUIT CONNECTIONS TO HEAT PUMPS, AIR HANDLERS, EXHAUST FANS, AND ELECTRIC WATER HEATERS SHALL BE LIQUID TIGHT FLEXIBLE METAL.

26. ALL NEW PANELBOARDS, MAIN BREAKER WHERE STIPULATED, SHALL NOT BE ALLOWED IN BRANCH BREAKER SPACES. MAIN BREAKER ONLY WILL ONLY BE PERMITTED ABOVE OR

BELOW THE BRANCH BREAKER AREA.

27. ALL DEVICE COLORS SHALL BE SELECTED BY THE USER AND GOVERNMENT PRIOR TO ORDERING MATERIALS.

28. USE OF SERIES RATED CIRCUIT BREAKERS IS NOT ALLOWED.

29. USE OF PLUG-IN BREAKERS IS NOT ALLOWED.

30. ALL NEW PANELBOARDS SHALL BE FURNISHED WITH DOOR-IN-DOOR OR HINGED FRONT COVER TYPE CONSTRUCTION.

31. FURNISH 1/4" NYLON PULL ROPE IN ALL EMPTY CONDUITS FOR PULLING OF CONDUCTORS/CABLES.

32. PROVIDE RIGID PLASTIC INSULATED BUSHING ON END OF ALL TELECOMMUNICATIONS AND LOW VOLTAGE CONDUIT STUBS.

33. NEW WALL OUTLETS SHALL NOT BE INSTALLED BACK TO BACK.

34. INSTALLATION SHALL ADHERE TO ICD/ICS 705.

35. ALL EQUIPMENT SHALL BE RATED FOR THE ENVIRONMENT FOR WHICH IT IS INSTALLED.

ELECTRICAL PRIMARY NOTE:

ALL PRIMARY DISTRIBUTION WORK AND MATERIALS INCLUDING PRIMARY CONDUITS, CONDUCTORS, PAD MOUNTED TRANSFORMER SHALL BE PROVIDED BY CHELCO. CHELCO'S EGLIN AFB CONSTRUCTION STANDARDS ARE INCLUDED IN CONTRACT DOCUMENTS AND SPECIFCATIONS APPENDICES FOR REFERENCE TO THE WORK THEY WILL BE PERFORMING FOR COORDINATION PURPOSES BY THE

GENERAL CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR HIRING CHELCO.

ELECTRICAL NOTES:

M E

F

E

.D W

G

STC PENETRATION NOTES:

ALL BUILDING CONDUITS, PIPING, DUCTWORK, ETC. SHALL BE INSTALLED BELOW THE STC

RATED CEILING ASSEMBLY, UNLESS NOTED OTHERWISE

GYPSUM CEILING SUPPORT FRAMING SHALL NOT BE USED TO SUPPORT OTHER ITEMS.

UNISTRUT SYSTEM SHALL BE CONNECTED TO THE BUILDING STRUCTURAL ELEMENTS.

CONTRACTOR SHALL COORDINATE INSTALLATION SEQUENCE OF VARIOUS SYSTEMS WITH

EACH TRADE.

ALL PENETRATIONS THROUGH THE GYPSUM WALLBOARD CEILING PORTION OF THE STC

CEILING ASSEMBLY SHALL BE COMPLETELY SEALED WITH ACCOUSTICAL SEALANT.

A

M E

N D

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P D

A T

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F

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A B B.2 B.8 C C.6 D E F G

1.6

2.4

E.2 F.4

2.8

3.4

3.6

1.4

C.2

TOWER EQUIPMENT

HL -2

TRP

'LS'

'LSE' 'LS'

'LS'

'LSE'

'LS'

'HB' 'HBE'

'HB''HBE'

'HB' 'HBE'

'HBE'

'HB'

'HBE'

'HB'

'HBE'

'HB'

'HB'

'HBE'

'FL'

'FL'

'FL'

'SLE'

'SLE'

HL -5 1

'LSE'

'LS'

'WB' 'WB'

HL -6

$3 $

MEZZANINE

B L

BL

'X'

'X'

'VPE'

EXISTING FACILITY

/2

'WB'

A

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

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E-201FTFA20DR04

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PLAN

NORTH

TRUE

NORTH 1/8" = 1'-0"E-201

1 MEZZANINE LEVEL LIGHTING PLAN

KEYNOTES:

2#10,1#10 GND IN 1/2"C

2#10,1#10GND IN 1/2"C TO

SWITCH IN LAB 6 ON GROUND FLOOR

MOUNT FIXTURE 12" BELOW LOUVER

MOUNT FIXTURE 7' 6" ABOVE EXTERIOR STAIR.

MOUNT FIXTURE 6' ABOVE EXTERIOR STAIR.

MOUNT FIXTURE ALONG FACE OF STAIR LANDING.

MOUNT FIXTURE 20' ABOVE FINISHED FLOOR.

2#12,1#12 GND IN 1/2"C TO SWITCH AT GROUND FLOOR OF LIFT.

COORDINATE EXACT LOCATION WITH ELEVATOR MANUFACTURER.

COORDINATE EXACT LOCATION OF LIGHT WITH ELEVATOR MANUFACTURER.

2#12,1#12 GND IN 1/2"C TO 'WB' FIXTURE ABOVE EXTERIOR STAIR.

DEVICE INSTALLATION NOTE:

ALL DEVICES AND PATHWAYS SHALL BE INSTALLED EXPOSED ON SECURITY WALLS.

REFER TO ARCH FOR SECURE AREA BOUNDARY PERIMETERS THROUGHOUT THE FACILITY.

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0'8' 8' 16

SCALE: 1/8"=1'-0"

PLAN

NORTH

TRUE

NORTH 1/8" = 1'-0"E-201

2 TOWER LIGHTING PLAN

PENETRATION NOTE:

ANY PENETRATIONS INTO SECURE AREA 'B' OR PERIMETER OF THE SECURE AREA 'A'

SHALL BE WITH DIELECTRIC BREAK AND SHALL BE ICD 705 COMPLIANT.

CONDUITS SHALL NOT PASS THROUGH LAB 10 TO SERVE OTHER SPACES. EACH CONDUIT

SHALL BE MARKED AS TO WHAT IT IS WHEN PENETRATING PERIMETER STC SECURITY

WALLS AND THE MAIN PERIMETER WALL. MARKINGS SHALL BE MADE USING COLOR

CODING AND PERMANENT MARKER.

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AMENDMENT 0002

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

A

R M

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O R

P S

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IN

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E-600FTFA20DR04

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Notes:

Total Est. Demand Current: 362 A

Total Conn. Current: 363 A

Lighting 3888 VA 100.00% 3888 VA Total Est. Demand: 301166 VA

Power 297042 VA 100.00% 297042 VA Total Conn. Load: 301441 VA

Other 550 VA 50.00% 275 VA

Load Classification Connected Load Demand Factor Estimated Demand Panel Totals

Legend:

Total Amps: 368.64 A 360.44 A 359.42 A

Total Load: 102.08 kVA 99.8 kVA 99.56 kVA

41 1.14... 0 kVA 42

39 1.35... 0 kVA 40

PANEL HL 100 A 3

1.97... 0 kVA

3 30 A SURGE SUPPRESSOR

35 24.17... 0 kVA 36

33 24.17... 0 kVA 34

PANEL EQ 200 A 3

25.83... 0 kVA

3 400 A EXISTING MAIN PANEL

29 Space -- -- 0 kVA 0 kVA -- -- Space 30

27 Space -- -- 0 kVA 0 kVA -- -- Space 28

25 Space -- -- 0 kVA 0 kVA -- -- Space 26

23 Space -- -- 0 kVA 0 kVA -- -- Space 24

21 Space -- -- 0 kVA 0 kVA -- -- Space 22

19 Space -- -- 0 kVA 0 kVA -- -- Space 20

17 Space -- -- 0 kVA 0 kVA -- -- Space 18

15 Space -- -- 0 kVA 0 kVA -- -- Space 16

13 Space -- -- 0 kVA 0 kVA -- -- Space 14

11 9.7 kVA 26.98... 12

9 9.7 kVA 26.98... 10

AHU-1 40 A 3

9.7 kVA 26.98...

3 110 A…