W9127822R0008 AM03 DRAWINGS.pdf

LAB 1

E111

LAB 2

E110

CORR.

E103

TLT

E108

LAB 4

E107

LAB 3

E106

CONF.

E105

MANTRAP

E101

ADMIN. SECURITY

E102

COMM.

E104

MECH

E109

E E

EE

E

E

E

E

E

E

E

E

G-004

UP

______1

G-005

______2

G-005

______3

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 WITH 6-PIN

MECHANICAL CIPHER LOCK.

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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UP

______1

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

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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. THE AMERICAN STATES UTILITIES SERVICES, INC. (ASUS) STANDARD DETAILS

AND SPECIFICATIONS ARE INCLUDED IN CONTRACT DOCUMENTS APPENDIX E

FOR REFERENCE TO THE WORK THEY WILL BE PERFORMING FOR

COORDINATION PURPOSES BY THE GENERAL CONTRACTOR. ANY WORK

PERFORMED BY THE CONTRACTOR SHALL BE GOVERNED BY DIVISIONS 01

THROUGH 41 OF THE PROJECT SPECIFICATIONS.

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.

SS

x

SS

x

W x

W x

W x

W x

W x

W x

W x

Wx Wx

W x

W x

W x

W x

W x

W x

W x

W x

W x

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

E x

E x

E x

E x

E x

E x

E x

STEPS

RAMP

BUILDING 73

1 STORY BLOCK

F.F.E.=57.30'

BUILDING 71

2 STORY BLOCK

F.F.E.=56.06'

BUILDING 71

2 STORY BLOCK

F.F.E.=56.06'

E x

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

E x

E x

E x

E x

E x

E x

E x

E x

E x

Ex Ex

Ex Ex

COMM

Ex Ex

E x

E x

Ex

Wx Wx Wx Wx

CO

M

M

CO

M

M

C O

M M

CO

M

M

C O

M M

C O

M M

CO

M

M

COMM

COMM

COMM

COMM

COMM

COMM

COMM

COMM

E x

Ex

ExExEx

Ex Ex

Ex Ex

Ex Ex

Ex Ex

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

Ex Ex

Ex Ex

Ex Ex

E x

E x

E x

E x

Wx Wx Wx Wx Wx Wx Wx Wx Wx

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

ExExExExExExExExExExExExE x

E x

E x

E x

E x

E x

E x

E x

E x

E x

Ex Ex

E x

E x

E x

E x

E x

E x

Ex Ex

Ex Ex

Ex Ex E x

Ex Ex Ex Ex Ex

Ex

E x

E x

E x E x

E x

E x

E x

E x

E x

COMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

W x

Wx Wx Wx

G

G

G G

G

G

SDx SDx

Ex

Ex

E x

E x

SD x

SD x

SD x

SD x

Wx Wx Wx Wx

W x

W x

CO

M

M

CO

M

M

CO

M

M

CO

M

M

CO

M

M

COMM

METAL DECK

WOOD DECK

WOOD DECK

METAL DECK

DECK OVERHANG

1 S

TO

RY

M

ET

AL

F.

F.

E.

=0

.00

2 S

TO

RY

M

ET

AL

F.

F.

E.

=0

.00

6"

CATV LINE

WALL

x

SD

x

E x

E x

E x

E x

E x

E x

ExEx

CO

M

M

COMM

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.

CD101FTFA20DR04

O

VE

R A

LL

D

EM

O

LI

TI

O N

E

R O

SI

O

N C

O N

TR

O

L

PL

A N

S

C . H

AT

C

H

ER

D . H

U

IS

M

AN

C . M

AS

O

N

A.

M

O R

AL

ES

M

EF

2C D

1.

D W

G

O

CT

O

C

TO

BE

R

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.

10. SEE SHEET GC004 FOR TEMPORARY CONSTRUCTION FENCE AND GATE

LOCATION.

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

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

D

ES

IG

N

ED

B

Y:

BU

LL

O

CK

T

IC

E

AS

SO

CI

AT

ES

E.

C

ER

VA

NT

ES

S

TR

EE

T, S

UI

TE

B

PE

NS

AC

O

LA

, F

LO

RI

DA

2 3 4 5

B

C

D

D R

A W

N B

Y:

SB

M

T B

Y:

PL

O

T

SC

A

LE

SI

ZE

C K

D B

Y:

PL

O

T D

A

TE

D A

TE

SO

LI

C

IT

A

TI

O N

N O

C O

N

TR

A C

T N

O

PR

O

JE

C

T N

U M

B

ER

FI

LE

N A

M E:

M A

R K

D

ES

C R

IP

TI

O N

D A

TE

A

PP

R

1:

x

M O

B

IL

E D

IS

TR

IC

T

M O

B

IL

E, A

LA

B

A M

A

M

EF

EG

LI

N

AI

R

FO

RC

E

BA

SE

, F

LO

RI

DA

BU

IL

DI

NG

LA

B

EX

PA

NS

IO

N

V:

\2

6\ ac tiv e\

0\ ci vil

\d ra w in g\

_a m en dm en t_ ds gn

\s he et _f ile s\

M

EF

2C D1

.d w g

/0 1/

:5

AM B

y:

Ha tc he r, C ha nd le r

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

TEMPORARY FENCE HAS

BEEN REMOVED FROM

THE SITE SINCE THE

TIME OF THE SURVEYREMOVE EXISTING FENCE

TO LIMITS OF DEMOLITION

.0 1.

A

M

EN

D M

EN

T

N

O

TE

F O

R T

EM

PO

R A

R Y

FE

N

C E

A D

D

ED

A N

D F

EN

C

E D

EM

O

LI

TI

O N

C

LA

R

IF

IC

A

TI

O

N

AMENDMENT 0003

.0 1.

REMOVE ABANDONED

ELECTRIC MANHOLE

AND FILL WITH

COMPACTED SUITABLE

BACKFILL

.0 1.

A

M

EN

D M

EN

T

EX

. E

LE

C

TR

IC

A

L M

H R

EM

O

VA

L

N O

TE

A

D D

ED

C

SM

C

SM

C

SM

MEG 55

.61

MEG 56

.07

MEG 55

.74

55.97

55.97

MEG 55.74

MEG 55.68

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

1.0%

MEG 55.25

STR #2

MODIFIED FDOT TYPE “E” INLET

INDEX #425-052

H-20 TRAFFIC RATING

TOP EL = 55.65

INV EL = 50.83 S

STR #1

FDOT TYPE “C” INLET

INDEX #425-052

TOP EL = 55.47

INV EL = 52.05 E

INV EL = 52.00 N

CO #03

CLEANOUT

TOP EL = 56.24

INV EL = 51.67 S

INV EL = 51.84 SE

INV EL = 51.67 N

CO #02

CLEANOUT

TOP EL = 56.23

INV EL = 51.56 S

INV EL = 51.56 SE

INV EL = 51.56 N

CO #01A

CLEANOUT

TOP EL = 56.24

INV EL = 51.34 S

INV EL = 51.59 SE

INV EL = 51.34 N

CO #01

CLEANOUT

TOP EL = 56.23

INV EL = 51.33 SE

INV EL = 51.14 N

STR #3

MODIFIED FDOT TYPE “E” INLET

INDEX #425-052

H-20 TRAFFIC RATING

TOP EL = 56.10

INV EL = 49.04 SE

CO #06

CLEANOUT

TOP EL = 55.80

INV EL = 49.50 S

INV EL = 49.50 W

INV EL = 49.50 N

CO #05

CLEANOUT

TOP EL = 55.47

INV EL = 49.36 S

INV EL = 49.36 NW

5 LF 6" PVC @ 1.32%

12 LF 8" PVC @ 1.00%

LF

8" P

VC

1.

7 LF 6" PVC @ 1.00%

6 LF 6" PVC @ 1.00%

8 LF 6" PVC @ 0.61%

LF

8" P

VC

1.

LF

8"

P

VC

0.

7 LF 6" PVC @ 1.00%

56.35

56.40

56.40

LF

8" P

VC

0.

MEG 55.75 MEG 55.75

MEG 55.79

MEG 55.77

22 LF 8" PVC @ 0.64%

LF

8" P

VC

1.

3 LF 6" PVC @ 4.62%

3 LF 6" PVC @ 4.66%

20 LF 8" PVC @ 1.56%

CO #07

CLEANOUT

TOP EL = 55.67

INV EL = 49.81 W

INV EL = 49.81 N

55.53

55.57

MEG 55.49

MEG 55.46 MEG 55.42

55.53 55.63

55.55

MEG 55.70

MEG 56.09

55.72

MEG 55.68

MEG 55.72

1.

0%

1.

8%

4.1%

3.7%

MEG 55.75

MEG 55.74

MEG 55.87

11 LF 8" PVC @ 1.10%

CO #08

CLEANOUT

TOP EL = 56.15

INV EL = 51.88 S

INV EL = 51.76 N

TOS 56.35

TOS 56.02

TOS 56.02

TOS 56.35

TOS 56.45

TOS 56.45

TOS 56.45

TOS 56.45

TOS 56.35

TOS 56.35

TOS 56.35

TOS 56.35

TOS 56.35TOS 56.35

TOS 56.35

TOS 56.35

TOS 56.35

TOS 56.35

TOS 56.35

TOS 56.35

TOS 56.40TOS 56.27

TOS 55.71

TOS 56.33

TOS 56.33

55.95

56.10

55.85

55.85

55.90

55.85

MEG 55.76

55.97

CG101FTFA20DR04

G R

A D

IN

G

D

R A

IN

A

G E

PL

A

N

C . H

AT

C

H

ER

D . H

U

IS

M

AN

C . M

AS

O

N

A.

M

O R

AL

ES

M

EF

2C G

1.

D W

G

O

CT

O

C

TO

BE

R

0 10' 20'

N

1 GRADING & DRAINAGE PLAN

1" = 10'

BUILDING 73

ADDITION

FFE = 56.47

EXISTING

BUILDING 73

FFE = 57.30

NOTES:

1. REFER TO SHEET V-101 FOR EXISTING SITE LEGEND

2. REFER TO SHEET CI002 FOR NEW WORK LEGEND

LEGEND

PROPOSED BUILDING

PROPOSED CONCRETE PAVEMENT

PROPOSED STORM STRUCTURE NOTES:

FDOT TYPE E INLET MODIFICATIONS (STR #2 & #3):

1. CAST-IN-PLACE WITH OPEN BOTTOM (NO FLOOR)

2. WALL DEPTH TO EXTEND 18 INCHES BELOW PIPE INVERT.

3. UNDERLAY STRUCTURE WITH FDOT TYPE D3, CLASS “A”

GEOTEXTILE ON TOP OF UNDISTURBED SOIL. NO SEAMS

BENEATH FLOOR OPENING. BEND FABRIC UP ALL EXTERIOR

SIDES OF FINISHED STRUCTURE AND RETAIN WITH BACKFILL.

4. FILL BOTTOM 15 INCHES OF STRUCTURE WITH FDOT #57

COARSE AGGREGATE.

5. STEEL OR CAST IRON GRATE MAY BE USED.

6. THE PROPOSED STRUCTURES #2 & #3 ARE PERCOLATION

CHAMBERS, WITH SOIL INTERFACE APPROXIMATELY 7 FEET

BELOW GROUND SURFACE.

A

SHEET

IDENTIFICATION

US Army Corps of Engineers ® Mobile District

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

D

ES

IG

N

ED

B

Y:

BU

LL

O

CK

T

IC

E

AS

SO

CI

AT

ES

E.

C

ER

VA

NT

ES

S

TR

EE

T, S

UI

TE

B

PE

NS

AC

O

LA

, F

LO

RI

DA

2 3 4 5

B

C

D

D R

A W

N B

Y:

SB

M

T B

Y:

PL

O

T

SC

A

LE

SI

ZE

C K

D B

Y:

PL

O

T D

A

TE

D A

TE

SO

LI

C

IT

A

TI

O N

N O

C O

N

TR

A C

T N

O

PR

O

JE

C

T N

U M

B

ER

FI

LE

N A

M E:

M A

R K

D

ES

C R

IP

TI

O N

D A

TE

A

PP

R

1:

x

M O

B

IL

E D

IS

TR

IC

T

M O

B

IL

E, A

LA

B

A M

A

M

EF

EG

LI

N

AI

R

FO

RC

E

BA

SE

, F

LO

RI

DA

BU

IL

DI

NG

LA

B

EX

PA

NS

IO

N

V:

\2

6\ ac tiv e\

0\ ci vil

\d ra w in g\

_a m en dm en t_ ds gn

\s he et _f ile s\

M

EF

2C G

1.

dw g

/0 1/

2:

P M B y:

Ha tc he r, C ha nd le r

EXISTING

BUILDING 71

FFE = 56.06

EQUIPMENT PADS

(SEE MECHANICAL)

STANDARD CONCRETE SPLASH BLOCKFFE = 57.30

PROPOSED BUILDING RAMP

GROUND FLOOR

(LOW)

GROUND FLOOR

(HIGH)

ANTICIPATED CONEX CONTAINER

LOCATION

AREA RESERVED

FOR FUTURE

CONEX CONTAINERS

TOS XXX PROPOSED TOP OF SLAB ELEVATION

ELEV PROPOSED SPOT ELEVATION

MODIFIED FDOT TYPE E INLET

CG101

MODIFIED FDOT TYPE E INLET

CG101

PCCP FINISHED

GRADE

W

AL

L D

EP

TH

FDOT #57 COARSE

AGGREGATE

FDOT TYPE E INLET STRUCTURE

GRATE

4'-4" C-I-P

EYEBOLTS

SEE TABLE

#4 BARS @ 12"

CTRS.

3" CI.

HORIZONTAL WALL REINFORCING

SCHEDULES

WALL

DEPTH SCHEDULE

AREA

(IN.2/FT)

MAX. SPACING

BARS WWF

0' - 5' AI2 0.20 12" 8"

0' - 7.5' A6 0.20 6" 5"

7.5' - 10' B5.5 0.24 51 2" 5"

10' - 15' C6.5 0.37 61 2" 6"

FDOT TYPE D3, CLASS "A"

GEOTEXTILE FABRIC

2 MODIFIED FDOT TYPE E INLET

NTS

THICKENED CONCRETE TRANSITION TO

DOOR ELEVATION

THICKENED CONCRETE TRANSITION TO

DOOR ELEVATION

8" C-I-P

5'-

" C -I-

P

4'-4" C-I-P

PLAN

SECTION

3'-4"

4'- 6"

GRATE

.0 1.

A

M

EN

D M

EN

T

, R

EV

IS

IO

N T

O M

O D

IF

IE

D F

D O

T

TY

PE

E

IN

LE

T D

ET

A

IL

AMENDMENT 0003

UP

UP

GRAPHIC LEGEND

EXISTING WALL

EXISTING ROOM NAME / NUMBER

DESIGNATION

ROOM NAME

DEMOLISH

HR HAND RAIL

GR GUARD RAIL

EXISTING

ANTENNA

TOWER

UP

UP

UP

(SALVAGE) REMOVE AND

RELOCATE CELLPHONE

AND LAPTOP LOCKER

EXISTING HANGER (B71)

DEMOLISH EXISTING CANOPY

DEMOLISH EXISTING CONCRETE

STAIRS, RAMP, LANDING, &

GUARDRAILS

DEMOLISH EXISTING CONCRETE

RAMP, LANDING, & GUARDRAILS

MANTRAP

E101

CORR.

E103

COMM.

E104ADMIN. SECURITY

E102

CONF.

E105

LAB 3

E106

LAB 4

E107

LAB 2

E110

LAB 1

E111

MECH

E109

TLT

E108

DEMOLISH EXISTING STEEL STAIRS,

GUARDRAIL/HANDRAILS, STEEL POSTS,

AND CONCRETE PEDESTAL

FOUNDATIONS AFTER NEW STAIR IS

INSTALLED, APPROVED, & FUNCTIONAL

'-9

PROVIDE GUARDRAIL AT LOCATION

WHERE STAIR & GUARDRAIL IS REMOVED

AFTER EXISTING STAIR IS DEMOLISHED

PROVIDE NEW EMERGENCY EGRESS STAIR,

HANDRAIL/GUARDRAILS, STEEL POSTS, AND

CONCRETE FOUNDATION, SEE STRUCTURAL

REMOVE/MODIFY PORTION OF EXISTING

HANDRAIL/GUARDRAIL FOR NEW STAIR LOCATION

25'-2"

EXISTING DRIVE

EXISTING ELEVATED EMERGENCY

STAIR PLATFORM

AD101

PROVIDE NEW CONCRETE

SIDEWALK TO EXISTING

PAVING, SEE CIVIL

EDGE OF EXISTING

CONCRETE PAVING

CONCRETE FOOTING,

SEE STRUCTURAL

EXISTING STEEL PLATE

TRENCH COVER

CONCRETE PAVING,

SEE CIVIL

REMOVE EXISTING GUARDRAIL & KICK

PLATE TO 1'-0" FROM END OF PLATFORM

AD101

1' -0

" 1' -0

GOVERNMENT TO REMOVE GALVANIZED METAL

ICE BRIDGE CABLE RACEWAY, ASSOCIATED

SUPPORT STRUCTURES, AND MOUNTED DEVICES

1. GENERAL DEMOLITION WORK TO THE EXISTING BUILDING FOR

THE INSTALLATION OF NEW UTILITIES AND SERVICES SHALL BE

INCLUDED IN THE SCOPE OF WORK. SAW-CUTTING AND

EXCAVATION; FILLING AND PATCHING OF EXISTING WALLS AFTER

INSTALLATION OF NEW UTILITIES AND SERVICES SHALL ALSO BE

INCLUDED IN THE SCOPE OF WORK. REFER TO TELECOM

DRAWINGS FOR NEW UTILITIES AND SERVICES.

2. PATCHING OF EXISTING STUD WALLS AND GYPSUM

WALLBOARD TO REMAIN SHALL ALSO BE INCLUDED IN SCOPE OF

WORK.

3. REFER TO ELECTRICAL, PLUMBING AND MECHANICAL

DRAWINGS FOR ADDITIONAL DEMOLITION REQUIREMENTS.

DEMOLITION NOTES

AD101

AD101

HR & GR

C

LE

A R

3' -2

GALVANIZED STEEL GRATE

LANDING, TREADS, & RISERS,

PAINT, SEE STRUCTURAL

4 TREADS @ 11"

5 RISERS @ 7" 5'-0"

18 TREADS @ 11"

19 RISERS @ 7"

GALV. METAL RAILING, PAINT

HR & GR

25'-2"1'-0"

1' -0

1'

-0

CONCRETE FOOTING

BEYOND, SEE STRUCTURAL CONCRETE FOOTING

BEYOND, SEE STRUCTURAL

GALVANIZED STEEL GRATE

LANDING, PAINT, SEE STRUCTURAL

GALVANIZED STEEL STAIR

STRINGER, PAINT, SEE STRUCTURAL

3'-2"

STEEL ANGLE MOUNTED BRACKET

BOLTED TO STAIR STRINGER,

PAINT, SEE STRUCTURAL

1 1/2" DIA. RAIL POST, PAINT

1 1/2" DIA. TOP RAIL, PAINT

1 1/2" DIA. LOW RAIL, PAINT

1 1/2" 1 1/2"

1 1/2" DIA. HANDRAIL, PAINT

2 1/4" 2 1/4"

3/4" DIA. PICKET, PAINT

AD101

T

R E

A D

S

1"

R

IS

E

R S

T

R E

A D

S

1"

R

IS

E

R S

HR & GR

GALV. STEEL GRATE LANDING, TREADS,

& RISERS, PAINT, SEE STRUCTURAL

GALVANIZED METAL

RAILING, PAINT GALV. STEEL TUBE FRAMING,

PAINT, SEE STRUCTURAL

3' -6

GR

EXISTING PLATFORM

'-0

1" NOSING

HR

2' -1

0"

CONCRETE FOOTING, TYP.,

SEE STRUCTURAL

CONCRETE FOOTING, TYP.,

SEE STRUCTURAL

CONCRETE SIDEWALK,

SEE STRUCTURAL

EXISTING GUARDRAIL

4" O.C. MAX. TYP.

4'-0" O.C. MAX. TYP.

EXISTING GRADE, SEE CIVIL

FIELD VERIFY

4'-7"

EXISTING STEEL GUARDRAIL

EXISTING STEEL PLATFORM

GALVANIZED STEEL

GUARDRAIL, PAINT TO MATCH

EXISTING, SEE STRUCTURAL

EXISTING STEEL BEAM

AD101

1'-0"1'-0"

TO CENTER OF NEW

GUARDRAIL POST

GALVANIZED STEEL

GUARDRAIL, PAINT TO MATCH

EXISTING, SEE STRUCTURAL

AD101

EXISTING STEEL

GUARDRAIL

1' -0

EXISTING STEEL

PLATFORM

1'-0"

TO CENTER OF NEW

GUARDRAIL POST

TO CENTER OF NEW

GUARDRAIL POST

FIELD VERIFY

4'-7"

1'-0"

1' -0

GALVANIZED STEEL KICK

PLATE, PAINT TO MATCH

EXISTING, SEE STRUCTURAL EXISTING STEEL

PLATFORM

EXISTING STEEL

GUARDRAIL BEYOND

GALVANIZED STEEL GUARDRAIL,

POST & KICK PLATE, PAINT TO

MATCH EXISTING, SEE STRUCTURAL

EXISTING STEEL BEAM

EXISTING STEEL

KICK PLATE

1'-0"

TO CENTER OF NEW

GUARDRAIL POST

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ® Mobile District

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D E

S

IG

N E

D B

Y

B U

L L

O C

K T

IC

E

A S

S O

C

IA

T E

S E

C

E R

V A

N T

E S

S T

R E

E T

P E

N S

A C

O L

A F

L O

R

ID

A

2 3 4 5

B

C

D

D R

A W

N B

Y

S B

M T

B Y

P L

O T

S C

A L

E

S

IZ

E

C K

D B

Y

P L

O T

D A

T E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

P R

O J

E C

T N

U M

B E

R

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

:1 x

M O

B

IL

E D

IS

T

R

IC

T M

O B

IL

E

A

L A

B A

M A

O C

T

M

E F

AMENDMENT 0003

E G

L

IN

A

IR

F O

R C

E B

A S

E F

L O

R

ID

A B

U

IL

D

IN

G

L

A B

E X

P A

N S

IO

N

AD101FTFA20DR04

D E

M O

L

IT

IO

N

F L

O O

R P

L A

N

H A

N G

E R

S T

A

IR

M O

D

IF

IC

A

T

IO

N

M F

O X

C

M O

X L

E Y

B

M A

G G

IO

R

E

B T

A

O C

T O

B E

R

M E

F

A

D

.D W

G

PLAN

NORTH

TRUE

NORTH 1/8" = 1'-0"AD101

1 DEMOLITION & B.71 STAIR FLOOR PLAN

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

0 4' 8' 16'

PLAN

NORTH

TRUE

NORTH 1/4" = 1'-0"AD101

2 ENLARGED STAIR PLAN

3/4" = 1'-0"AD101

3 STAIR SECTION

1/4" = 1'-0"AD101

4 STAIR SECTION

NOTE: STAIR DESIGN TO BE +/- ONE TREAD AND

RISER BASED ON FIELD VERIFIED CONDITION

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

0 8" 1'-4" 2'-8"

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

0 2' 4' 8'

1/4" = 1'-0"AD101

GUARDRAIL

ELEVATION

1/4" = 1'-0"AD101

5 GUARDRAIL PLAN

3/4" = 1'-0"AD101

GUARDRAIL

SECTION 1

A

M E

N D

M E

N T

J A

N

C

L A

R

IF

IE

D

G O

V E

R N

M E

N T

D E

M O

L

IT

IO

N

W O

R K

GROUND FLOOR (LOW)

6"

MEZZANINE

17'-6"

A-141

P.T. 2X NAILER

LOW SLOPE MEMBRANE

ROOFING SYSTEM

GALV. METAL DECK,

SEE STRUCTRAL

R-30 RIGID INSULATION

1/2" GLASS MAT GYPSUM

SHEATHING ROOF BOARD

5/8" GLASS MAT GYPSUM

SHEATHING ROOF BOARD

STEEL BEAM, SEE STRUCTURAL

(2) LAYERS OF 5/8" TYPE "X" GYPSUM

WALLBOARD, SEAL TO DECK ABOVE

PREFINISHED METAL FLASHING

2 1/2" - 16GA GALV. METAL

STUDS, SEE STRUCTURAL

2 1/2" GALV. METAL FRAMING, TYP.

FILL CAVITY WITH BATT INSULATION, TYP.

SECURITY/STC 50 MIN.

ROOF/CEILING ASSEMBLY

(RAL# TL11-006, STC 56)

SECURITY/STC 50 MIN.

WALL ASSEMBLY

8" - 16GA GALV. METAL

STUDS, SEE STRUCTURAL

R-19 THERMAL BATT INSULATION

LAB 6

8" - 16GA GALV. METAL

STUDS, SEE STRUCTURAL

R-5 RIGID INSULATION

FLUID APPLIED AIR AND

MOISTURE BARRIER

(2) LAYERS OF 5/8" TYPE "X"

EXTERIOR GYPSUM SHEATHING

R-19 THERMAL BATT INSULATION

1" NOMINAL CEMENTITIOUS

STUCCO SYSTEM OVER

GALV. METAL LATH

3/4" - 10GA EXPANDED METAL

SECURITY MESH

STEEL WIND BEAM, SEE STRUCTURAL

CONCRETE SLAB, SEE STRUCTURAL

VAPOR BARRIER,

SEAL AT JOINTS,

SEE STRUCTURAL

CONCRETE APRON, SEE CIVIL

VARIES

ROOF

A

CONCRETE FOOTING,

SEE STRUCTURAL

4"

4"

3 1/4"

11 1/4"

STAINLESS STEEL TRANSITION FLASHING,

PAINT TO MATCH STUCCO

STUCCO WEEP SCREED

CLOSED CELL SPRAY

FOAM INSULATION

A-510

7 1/4"

1/

2"

1/

2"

7/8" - 18 GA. METAL FURRING

CHANNEL @ 24" O.C.

R-13 FIBERGLASS BATT INSULATION

BOTTOM OF STEEL BEAM BEYOND

5/8" TYPE "X" GYPSUM BOARD

6" - 18 GA. GALVANIZED METAL FRAMING

@ 48" O.C. MIN., SEE STRUCTURAL

5 3/4"

TO FACE OF BENT PLATE

2"

GROUND FLOOR (HIGH)

1'-4"

VARIES

EXISTING ROOF

VARIES

LOW ROOF

F

SECURITY/STC 50 MIN.

ROOF/CEILING ASSEMBLY

(RAL# TL11-006, STC 56)

CORR.

VAPOR BARRIER, SEAL AT

JOINTS, SEE STRUCTURAL

CONCRETE SLAB, SEE STRUCTURAL

CEILING AS SCHEDULED

CONCRETE FOOTING,

SEE STRUCTURAL

EXISTING HOLLOW

METAL DOOR & FRAME

2 1/2" GALV. METAL

STUD FRAMING

5/8" TYPE "X" GYPSUM

WALLBOARD

EXISTING CONCRETE & INFILLED

12" SMOOTH FACE CMU WALL

STEEL TUBE, SEE STRUCTURAL

PREFINISHED METAL FLASHING WITH

SLIP JOINT/ EXPANSION JOINT

P.T. WOOD NAILER

FLEXIBLE VAPOR RETARDER WITH

COMPRESSIBLE INSULATION

LOW SLOPE MEMBRANE WALL FLASHING

REPLACEMENT MEMBRANE ROOFING SYSTEM

LOW SLOPE MEMBRANE

ROOFING SYSTEM

GALV. METAL DECK,

SEE STRUCTRAL

R-30 RIGID INSULATION

1/2" GLASS MAT GYPSUM

SHEATHING ROOF BOARD

5/8" GLASS MAT GYPSUM

SHEATHING ROOF BOARD

STEEL BEAM, SEE

STRUCTURAL

P.T. 2X NAILER

PREFINISHED METAL FLASHING

2 1/2" - 16GA GALV. METAL

STUDS, SEE STRUCTURAL

2 1/2" GALV. METAL FRAMING, TYP.

FILL CAVITY WITH BATT INSULATION, TYP.

6"

GALV. METAL STUD FRAMING

14GA GALV. METAL BENT PLATE,

ANCHOR TO EXISTING WALL

(2) LAYERS 1/2" FIRE RETARDENT TREATED

PLYWOOD FOR METAL FLASHING & WALL

MEMBRANE ANCHOR SUBSTRATE

1" NOMINAL CEMENTITIOUS STUCCO

SYSTEM OVER GALV. METAL LATH

EXPANSION JOINT COVER,

EXTRUDED ALUMINUM RECIEVER

AND ELASTOMETRIC SEAL

CLOSED CELL SPRAY FOAM

INSULATION

A-141

NOTE: SEE 1/A-310 FOR MATERIALS

NOT IDENTIFIED ON THIS SECTION

EXISTING RAISED ACCESS FLOORING

0'-0"

EXISTING RECESSED SLAB

A-143

STC 50 MIN. EXPANSION JOINT, EXPANDING FOAM

SYSTEM WITH FACTORY APPLIED SILICONE FACING

±2'-0" TYP.

EXISTING RECESSED CONCRETE SLAB

STEEL TUBE BEYOND, SEE STRUCTURAL

11 1/4"

4"

4"

3 1/4"

GALVANIZED METAL CLIP WITH

VERTICAL SLOTTED HOLES TO

BRACE TOP OF WALL

7 1/4"

EXISTING SECURITY WALL

1/

2"

1/

2"

5 3/4"

TO FACE OF BENT PLATE

GROUND FLOOR (LOW)

6"

ROOF

28'-6"

MEZZANINE

17'-6"

4"

4"

3 1/4"

SECURITY/STC 50 MIN.

FLOOR/CEILING ASSEMBLY

(RAL# TL01/215, STC 60)

SECURITY/STC 50 MIN.

WALL ASSEMBLY

SECURITY/STC 50 MIN.

WALL ASSEMBLY

SECURITY/STC 50 MIN.

ROOF/CEILING ASSEMBLY

(RAL# TL11-006, STC 56)

P.T. 2X NAILER

LOW SLOPE MEMBRANE

ROOFING SYSTEM

GALV. METAL DECK,

SEE STRUCTRAL

R-30 RIGID INSULATION

1/2" GLASS MAT GYPSUM

SHEATHING ROOF BOARD

5/8" GLASS MAT GYPSUM

SHEATHING ROOF BOARD

STEEL BEAM, SEE

STRUCTURAL

8" - 16GA GALV. METAL

STUDS, SEE STRUCTURAL

R-5 RIGID INSULATION

FLUID APPLIED AIR AND

MOISTURE BARRIER

(2) LAYERS OF 5/8" TYPE "X"

EXTERIOR GYPSUM SHEATHING

R-19 THERMAL BATT INSULATION

CEILING AS SCHEDULED

CONCRETE SLAB,

SEE STRUCTURAL

VAPOR BARRIER, SEAL AT

JOINTS, SEE STRUCTURAL

CONCRETE APRON, SEE CIVIL

CONCRETE SLAB ON GALV.

METAL DECK, SEE STRUCTURAL

(2) LAYERS OF 5/8" TYPE "X" GYPSUM

WALLBOARD, SEAL TO DECK ABOVE

PREFINISHED METAL FLASHING

1" NOMINAL CEMENTITIOUS

STUCCO SYSTEM OVER GALV.

METAL LATH

CONCRETE FOOTING,

SEE STRUCTURAL

STAINLESS STEEL TRANSITION FLASHING,

PAINT TO MATCH STUCCO

8" - 16GA GALV. METAL

STUDS, SEE STRUCTURAL

R-19 THERMAL BATT INSULATION

STEEL BEAM, SEE STRUCTURAL

3/4" - 10GA EXPANDED METAL

SECURITY MESH

2 1/2" - 16GA GALV. METAL

STUDS, SEE STRUCTURAL

2 1/2" GALV. METAL FRAMING, TYP.

FILL CAVITY WITH BATT

INSULATION, TYP.

CAST IRON DOWNSPOUT TO CONNECT TO

UNDERGROUND STORMWATER PIPING, SEE CIVIL

PREFINISHED METAL GUTTER

AND DOWNSPOUT

1/2" / 1'-0"

LAB 7

MEZZANINE

2 1/2" - 16GA GALV. METAL

STUDS, SEE STRUCTURAL

2 1/2" GALV. METAL FRAMING, TYP.

FILL CAVITY WITH BATT

INSULATION, TYP.

STUCCO WEEP SCREED

11 1/4"

CLOSED CELL SPRAY FOAM

INSULATION

A-143

A-510

SIM

7 1/4"

5/8" TYPE "X" GYPSUM BOARD

RESILIENT ISOLATION CLIP (RSIC-1 OR EQUAL)

6" - 18 GA. GALVANIZED METAL FRAMING

@ 48" O.C. MIN., SEE STRUCTURAL

7/8" - 25 GA. METAL FURRING CHANNEL @ 24" O.C.

5/8" TYPE "X" GYPSUM BOARD

6" - 18 GA. GALVANIZED METAL FRAMING

@ 48" O.C. MIN., SEE STRUCTURAL

7/8" - 18 GA. METAL FURRING CHANNEL @ 24" O.C.

R-13 FIBERGLASS BATT INSULATION

1/

2"

1/ 2"

(2) LAYERS OF 5/8" TYPE "X" GYPSUM

WALLBOARD, SEAL TO DECK ABOVE

1/

2"

1/

4"

BOTTOM OF STEEL BEAM BEYOND

5 3/4"

TO FACE OF BENT PLATE

6 1/2"

STORMWATER PIPING,

SEE CIVIL

2"

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ® Mobile District

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D E

S

IG

N E

D B

Y

B U

L L

O C

K T

IC

E

A S

S O

C

IA

T E

S E

C

E R

V A

N T

E S

S T

R E

E T

P E

N S

A C

O L

A F

L O

R

ID

A

2 3 4 5

B

C

D

D R

A W

N B

Y

S B

M T

B Y

P L

O T

S C

A L

E

S

IZ

E

C K

D B

Y

P L

O T

D A

T E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

P R

O J

E C

T N

U M

B E

R

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

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N D

A T

E A

P P

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M O

B

IL

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IS

T

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IC

T M

O B

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E

A

L A

B A

M A

O C

T

M

E F

AMENDMENT 0003

E G

L

IN

A

IR

F O

R C

E B

A S

E F

L O

R

ID

A B

U

IL

D

IN

G

L

A B

E X

P A

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N

A-310FTFA20DR04

W A

L L

S E

C T

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N

S

M F

O X

C

M O

X L

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B

M A

G G

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B T

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G

3/4" = 1'-0"A-310

2 WALL SECTION

3/4" = 1'-0"A-310

3 WALL SECTION

3/4" = 1'-0"A-310

1 WALL SECTION

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

0 8" 1'-4" 2'-8"

A

M E

N D

M E

N T

J A

N

R E

V

IS

E D

S T

C C

E

IL

IN

G

F R

A M

ROOF

28'-6"

1'-0"

7/ 8"

SECURITY/STC 50 MIN.

ROOF/CEILING ASSEMBLY

(RAL# TL11-006, STC 56)

LOW SLOPE MEMBRANE

ROOFING SYSTEM

GALV. METAL DECK,

SEE STRUCTRAL

R-30 RIGID INSULATION

1/2" GLASS MAT GYPSUM

SHEATHING ROOF BOARD

5/8" GLASS MAT GYPSUM

SHEATHING ROOF BOARD

STEEL BEAM, SEE

STRUCTURAL

(2) LAYERS OF 5/8" TYPE

"X" GYPSUM WALLBOARD,

SEAL TO DECK ABOVE

PREFINISHED METAL FLASHING

2 1/2" - 16GA GALV. METAL

STUDS, SEE STRUCTURAL

2 1/2" GALV. METAL FRAMING, TYP.

FILL CAVITY WITH BATT

INSULATION, TYP.

PREFINISHED METAL GUTTER

PREFINISHED METAL LOUVER, SEE MECHANICAL

A-611

A-611

PREFINISHED METAL

OVERHEAD COILING DOOR

PREFINISHED METAL

OHCD HOUSING

PREFINISHED PRE-ENGINEERED

METAL CANOPY

PREFINISHED METAL OHCD

HOUSING

1/ 2" 1/4" / 1'-0"

6 1/2"

VAPOR BARRIER, SEAL AT

JOINTS, SEE STRUCTURAL

CONCRETE SLAB,

SEE STRUCTURAL

CONCRETE FOOTING,

SEE STRUCTURAL

CONCRETE APRON, SEE CIVIL

ALUMINUM WALL BRACKETS, CONFIGURE ANCHOR BOLTS

HORIZONTALLY AT BRACKET TO MINIMIZE HEIGHT OF

BRACKET IF MORE THAN ONE BOLT PER BRACKET REQ.

PREFINISHED ALUMINUM TUBE SUPPORTS

PRE-ENGINEERED CANOPY DECK

ALUMINUM SADDLE BRACKET

PREFINISHED METAL WALL FLASHING

PREFINISHED ALUMINUM

BEAM/GUTTER, TYP.

PROVIDE SUPPORT

GALV. METAL STUD

FRAMING AS REQUIRED

FOR OVERHEAD DOORS

20'-11"

CANOPY (LOW-END)

LAB 6

P.T. 2X NAILER

STEEL WIND BEAM, SEE STRUCTURAL

GALV. METAL STUD BOX BEAM,

SEE STRUCTURAL

4" 4" 3 1/4"

11 1/4"

CANOPY DEPTH

4'-0"

CLOSED CELL SPRAY FOAM INSULATION

'-5

STEEL ANGLE, SEE

STRUCTURAL

ANCHOR BY PRE-ENGINEERED CANOPY MFR.,

ANCHOR SYSTEM TO BE COMPATIBLE W/ SUBSTRATE

AND STUCCO W/ STUD BLOCKING ANCHOR POINT

GALV METAL STUD BLOCKING, SEE STRUCTURAL

SECURITY/STC 50 MIN.

WALL ASSEMBLY

NOTE: SEE 1/A-310 FOR MATERIALS

NOT IDENTIFIED ON THIS SECTION

A-143

1/

2"

1/ 2"

2 1/2"

1/4" PER FOOT SLOPE

'-5

7 1/4"

18'-11"

BOT. PLATE

5 3/4"

TO FACE OF BENT PLATE

SIM

GROUND FLOOR (LOW)

6"

MEZZANINE

17'-6"

C C.6

14GA GALV. METAL CLIP

SECURITY/STC 50 MIN.

FLOOR/CEILING ASSEMBLY

(RAL# TL01/215, STC 60)

SECURITY/STC 50 MIN.

WALL ASSEMBLY

SECURITY/STC 50 MIN.

ROOF/CEILING ASSEMBLY

(RAL# TL11-006, STC 56)

SECURITY/STC 50 (MIN.)

SHAFT WALL ASSEMBLY

(RAL-OT-04-020, STC 51)

SECURITY/STC 50 MIN.

WALL ASSEMBLY

LOW SLOPE MEMBRANE

ROOFING SYSTEM

GALV. METAL DECK,

SEE STRUCTRAL

R-30 RIGID INSULATION

1/2" GLASS MAT GYPSUM

SHEATHING ROOF BOARD

5/8" GLASS MAT GYPSUM

SHEATHING ROOF BOARD

STEEL BEAM, SEE

STRUCTURAL

(2) LAYERS OF 5/8" TYPE

"X" GYPSUM WALLBOARD,

SEAL TO DECK ABOVE

3 1/2" SOUND ATTENUATION INSULATION

3 5/8" GALV. METAL STUD FRAMING

4" GALV. METAL

JAMB STRUT

1" GYPSUM LINER PANEL

(2) LAYERS OF 5/8" TYPE

"X" GYPSUM WALLBOARD

STEEL BEAM, SEE

STRUCTURAL

STEEL BEAM, SEE

STRUCTURAL

CEILING AS SCHEDULED

CONCRETE SLAB ON GALV.

METAL DECK, SEE STRUCTURAL

STEEL ANGLE MOUNTING BRACKET,

WELD TO EDGE OF BENT PLATE

METAL GUARDRAIL, PAINTED

(2) LAYERS OF 5/8" TYPE

"X" GYPSUM WALLBOARD,

SEAL TO DECK ABOVE

3 1/2" SOUND

ATTENUATION INSULATION

6" GALV. METAL

STUD FRAMING

2 1/2" GALV. METAL

FRAMING, TYP.

FILL CAVITY WITH BATT

INSULATION, TYP.

1 5/8" GALV. METAL

FRAMING, TYP.

GALV. METAL STUD BOX

HEADER, SEE STRUCTURAL

STC 45 RATED HOLLOW

METAL DOOR AND FRAME

LAB 9

MEZZANINE

STC DOOR THRESHOLD

VAPOR BARRIER, SEAL AT

JOINTS, SEE STRUCTURAL

CONCRETE SLAB,

SEE STRUCTURAL

3' -6

M

IN

SOUND ATTENUATION

INSULATION, FILL

CAVITY COMPLETELY

6"

1/2"

C.2

'-0

A-510

5/8" TYPE "X" GYPSUM BOARD

RESILIENT ISOLATION CLIP (RSIC-1 OR EQUAL)

6" - 18 GA. GALVANIZED METAL FRAMING

@ 48" O.C. MIN., SEE STRUCTURAL

7/8" - 25 GA. METAL FURRING

CHANNEL @ 24" O.C.

BOTTOM OF STEEL

BEAM BEYOND

1/

4"

1/

2"

1/ 4"

1/

2"

1/

2" 5/8" TYPE "X" GYPSUM BOARD

6" - 18 GA. GALVANIZED METAL FRAMING

@ 48" O.C. MIN., SEE STRUCTURAL

7/8" - 18 GA. METAL FURRING CHANNEL @ 24" O.C.

R-13 FIBERGLASS BATT INSULATION

SIM

COMPLETELY FILL VOID BETWEEN

TOP TRACK AND DECK WITH SOUND

ATTENUATION INSULATION

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ® Mobile District

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D E

S

IG

N E

D B

Y

B U

L L

O C

K T

IC

E

A S

S O

C

IA

T E

S E

C

E R

V A

N T

E S

S T

R E

E T

P E

N S

A C

O L

A F

L O

R

ID

A

2 3 4 5

B

C

D

D R

A W

N B

Y

S B

M T

B Y

P L

O T

S C

A L

E

S

IZ

E

C K

D B

Y

P L

O T

D A

T E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

P R

O J

E C

T N

U M

B E

R

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

:1 x

M O

B

IL

E D

IS

T

R

IC

T M

O B

IL

E

A

L A

B A

M A

O C

T

M

E F

AMENDMENT 0003

E G

L

IN

A

IR

F O

R C

E B

A S

E F

L O

R

ID

A B

U

IL

D

IN

G

L

A B

E X

P A

N S

IO

N

A-311FTFA20DR04

W A

L L

S E

C T

IO

N

S

M F

O X

C

M O

X L

E Y

B

M A

G G

IO

R

E

B T

A

O C

T O

B E

R

M E

F

A

.D W

G

3/4" = 1'-0"A-311

1 WALL SECTION

3/4" = 1'-0"A-311

2 WALL SECTION SCALE: 3/4" = 1'-0"

0 8" 1'-4" 2'-8"

A

M E

N D

M E

N T

J A

N

R E

V

IS

E D

S T

C C

E

IL

IN

G

F R

A M

GROUND FLOOR (HIGH)

1'-4"

D

3 5/8" GALV. METAL

STUD FRAMING

(2) LAYERS OF 5/8" TYPE "X"

GYPSUM WALL BOARD,

EXTEND TO SLAB BELOW

3/4" - 10GA EXPANDED METAL SECURITY

MESH, END METAL MESH AT HIGHER SLAB

CONCRETE SLAB, SEE STRUCTURAL

CONCRETE SLAB,

SEE STRUCTURAL

VAPOR BARRIER, SEAL AT JOINTS

(2) LAYERS OF 5/8" TYPE "X"

GYPSUM WALL BOARD

SEALANT

LAB 10

116LAB 8

3 5/8" GALV. METAL STUD NAILER FOR

METAL MESH ATTACHMENT

3 1/2" SOUND ATTENUATION

INSULATION

SECURITY/STC 50 MIN.

WALL ASSEMBLY

MEZZANINE

17'-6"

CEILING AS SCHEDULED

STEEL BEAM, SEE

STRUCTURAL

3 5/8" GALV. METAL STUD FRAMING

5/8" TYPE "X" GYPSUM WALL BOARD

CONCRETE SLAB ON GALV.

METAL DECK, SEE STRUCTURAL

CONTINUOUS STEEL BENT

PLATE, SEE STRUCTURAL

1" X 1" BOTTOM RAIL

3/4" X 3/4" PICKET

1 1/2" X 1 1/2" POST

1 1/2" X 1 1/2" TOP RAIL

LAB 6

MEZZANINE

1" 2"

1/2"

3' -6

M

IN

1/

2"

1 1/2"

STEEL ANGLE MOUNTING BRACKET,

WELD TO EDGE OF BENT PLATE

3 5/8" GALV. METAL FRAMING, TYP.

18GA GALV. METAL

CLIP ANGLE

MEZZANINE

17'-6"

FILL CAVITY WITH BATT INSULATION, TYP.

(2) LAYERS OF 5/8" TYPE "X" GYPSUM

WALL BOARD, SEAL TO DECK ABOVE

3 1/2" SOUND ATTENUATION INSULATION

2 1/2" GALV. METAL FRAMING

3 5/8" GALV. METAL FRAMING

CONCRETE SLAB ON GALV.

METAL DECK, SEE STRUCTURAL

CONTINUOUS STEEL BENT

PLATE, SEE STRUCTURAL

STEEL BEAM, SEE STRUCTURAL

3 1/2" SOUND

ATTENUATION INSULATION

3 5/8" GALV. METAL FRAMING

2 1/2" SOUND ATTENUATION INSULATION

SECURITY/STC 50 MIN.

WALL ASSEMBLY

SECURITY/STC 50 MIN.

WALL ASSEMBLY

2 1/2" GALV. METAL FRAMING

2 1/2" GALV. METAL FRAMING

COMPLETELY FILL VOID BETWEEN

TOP TRACK AND DECK WITH SOUND

ATTENUATION INSULATION

MEZZANINE

17'-6"

2.8

2" M

IN

ALIGN 2 1/2" METAL STUD WITH FACE OF

OUTSIDE FACE OF GYPSUM BOARD BELOW

1/

4"

1/ 2"

(2) LAYERS OF 5/8" TYPE "X" GYPSUM

WALL BOARD, SEAL TO DECK ABOVE

CONCRETE SLAB ON GALV.

METAL DECK, SEE STRUCTURAL

3 1/2" SOUND ATTENUATION INSULATION

3 5/8" GALV. METAL FRAMING

SECURITY/STC 50 MIN.

WALL ASSEMBLY

STEEL BEAM, SEE STRUCTURAL

5/8" TYPE "X" GYPSUM BOARD

RESILIENT ISOLATION CLIP

(RSIC-1 OR EQUAL)

6" - 18 GA. GALVANIZED METAL FRAMING

@ 48" O.C. MIN., SEE STRUCTURAL

7/8" - 25 GA. METAL FURRING

CHANNEL @ 24" O.C.

SECURITY/STC 50 MIN.

FLOOR/CEILING ASSEMBLY

(RAL# TL01/215, STC 60)

2 1/2" GALV. METAL FRAMING

(2) LAYERS OF 5/8" TYPE "X" GYPSUM

WALL BOARD, SEAL TO DECK ABOVE

FILL CAVITY WITH BATT

INSULATION, TYP.

COMPLETELY FILL VOID BETWEEN

TOP TRACK AND DECK WITH SOUND

ATTENUATION INSULATION

BOTTOM OF STEEL

BEAM BEYOND

1/

2"

1/

4"

MEZZANINE

17'-6"

1/

4"

1/ 2"

1/

2"

1/ 4"

(2) LAYERS OF 5/8" TYPE "X" GYPSUM

WALL BOARD, SEAL TO DECK ABOVE

CONCRETE SLAB ON GALV.

METAL DECK, SEE STRUCTURAL

3 1/2" SOUND ATTENUATION INSULATION

GALV. METAL FRAMING AS SCHEDULED

SECURITY/STC 50 MIN.

WALL ASSEMBLY

STEEL BEAM, SEE STRUCTURAL

5/8" TYPE "X" GYPSUM BOARD

RESILIENT ISOLATION CLIP

(RSIC-1 OR EQUAL)

6" - 18 GA. GALVANIZED METAL FRAMING

@ 48" O.C. MIN., SEE STRUCTURAL

7/8" - 25 GA. METAL FURRING

CHANNEL @ 24" O.C.

SECURITY/STC 50 MIN.

FLOOR/CEILING ASSEMBLY

(RAL# TL01/215, STC 60)

BOTTOM OF STEEL

BEAM BEYOND

COMPLETELY FILL VOID BETWEEN

TOP TRACK AND DECK WITH SOUND

ATTENUATION INSULATION

GROUND FLOOR (LOW)

6"

A

4"

CONCRETE SLAB,

SEE STRUCTURAL

CONCRETE APRON, SEE CIVIL

STAINLESS STEEL TRANSITION

FLASHING, PAINT TO MATCH STUCCO

STUCCO WEEP SCREED

PROVIDE 8" WIDE SELF-ADHERED

MEMBRANE FLASHING 4" ONTO VERTICAL

LEG OF STAINLESS STEEL FLASHING

(2) LAYERS OF 5/8" TYPE

"X" GYPSUM WALLBOARD,

SEAL TO DECK ABOVE

R-5 RIGID INSULATION

FLUID APPLIED AIR AND

MOISTURE BARRIER

1" NOMINAL CEMENTITIOUS STUCCO

SYSTEM OVER GALV. METAL LATH

8" - 16GA GALV. METAL

STUDS, SEE STRUCTURAL

R-19 THERMAL

BATT INSULATION

3/4" - 10GA EXPANDED

METAL SECURITY MESH

(2) LAYERS OF 5/8" TYPE "X"

EXTERIOR GYPSUM SHEATHING

2"

PAINT CONCRETE TO MATCH

STUCCO COLOR

A

SHEET

IDENTIFICATION

US Army Corps of

Engineers ® Mobile District

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

D E

S

IG

N E

D B

Y

B U

L L

O C

K T

IC

E

A S

S O

C

IA

T E

S E

C

E R

V A

N T

E S

S T

R E

E T

P E

N S

A C

O L

A F

L O

R

ID

A

2 3 4 5

B

C

D

D R

A W

N B

Y

S B

M T

B Y

P L

O T

S C

A L

E

S

IZ

E

C K

D B

Y

P L

O T

D A

T E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

P R

O J

E C

T N

U M

B E

R

F

IL

E N

A M

E

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

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M O

B

IL

E D

IS

T

R

IC

T M

O B

IL

E

A

L A

B A

M A

O C

T

M

E F

AMENDMENT 0003

E G

L

IN

A

IR

F O

R C

E B

A S

E F

L O

R

ID

A B

U

IL

D

IN

G

L

A B

E X

P A

N S

IO

N

A-510FTFA20DR04

F L

O O

R

C E

IL

IN

G A

S S

E M

B L

Y D

E T

A

IL

S

M F

O X

C

M O

X L

E Y

B

M A

G G

IO

R

E

B T

A

O C

T O

B E

R

M E

F

A

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G

1 1/2" = 1'-0"A-510

2 FLOOR SLAB DETAIL

1 1/2" = 1'-0"A-510

3 SECTION AT GUARDRAIL

SCALE: 1 1/2" = 1'-0"

0 4" 8" 1'-4"

1 1/2" = 1'-0"A-510

4 BEAM/FLOOR FURR-OUT DETAIL

1 1/2" = 1'-0"A-510

6 STC CEILING & WALL DETAIL AT BEAM

1 1/2" = 1'-0"A-510

TYPICAL STC WALL & FLOOR/CEILING

ASSEMBLY DETAIL

3" = 1'-0"A-510

1 EXTERIOR WALL AT SLAB DETAIL

SCALE: 3" = 1'-0"

0 2" 4" 8"

A

M E

N D

M E

N T

J A

N

R E

V

IS

E D

S T

C C

E

IL

IN

G

F R

A M

ROOM FINISH / COLOR SCHEDULE KEY

INTERIOR FLOOR FINISHES

EF1 EPOXY FLOORING: DURALL DURA SEAL; 400 EPOXY COATING,

2 COATS WITH WHITE ALUMINUM OXIDE - FINE ADDITIVE;

COLOR: 110-LIGHT GRAY

EF2 EPOXY FLOORING: DURALL DURA SEAL; 400 EPOXY COATING,

2 COATS WITH WHITE ALUMINUM OXIDE - MEDIUM ADDITIVE;

COLOR: 110-LIGHT GRAY

GR1 GROUT: CUSTOM BUILDING PRODUCTS; SANDED GROUT

COLOR: PEWTER 19; PROVIDE 2 COATS GROUT SEALER

PA1 PORCELAIN TILE: DALTILE; VOLUME 1.0 SERIES;

COLOR: AMPLIFY BLACK VL70; SIZE: 6" X 6"

RM2 RESILIENT MATERIAL: STATIC WORX; ECLIPSE EC RUBBER;

COLOR: PRESTO (GRAY BACKGROUND WITH SALT/PEPPER

COLORING); SIZE: 24" X 24" X 2mm

SC SEALED CONCRETE; H&C COLOR TOP SOLVENT BASED

SOLID COLOR SEALER 250 SHERWIN WILLIAMS;

COLOR: GREY SCREEN SW7071

INTERIOR BASE FINISHES

CTB1 CERAMIC TILE BASE: DALTILE; COLORWHEEL SERIES;

COLOR: SUEDE GRAY 0182, SEMI-GLOSS; SIZE: 6" X 6"

FLAT TOP COVE BASE #A-3601

GR2 GROUT: CUSTOM BUILDING PRODUCTS;

COLOR: BRIGHT WHITE 381;

PROVIDE 2 COATS GROUT SEALER

RM1 RESILIENT MATERIALS: TARKETT; TIGHTLOCK WALL BASE

4" HIGH COVE BASE; COLOR: MEDIUM GRAY 28

INTERIOR WALL FINISHES

CBB CEMENTITIOUS BACKER BOARD

CT1 CERAMIC TILE: DALTILE; COLORWHEEL SERIES;

COLOR: ARCTIC WHITE 0190, SEMI-GLOSS; SIZE 6" X 6"

INSTALLATION METHOD: STACK BOND

CT2 CERAMIC TILE: DALTILE; COLORWHEEL SERIES;

COLOR: SUEDE GRAY 0182, SEMI-GLOSS; SIZE 6" X 6"

INSTALLATION METHOD: STACK BOND

GWB GYPSUM WALL BOARD

GR2 GROUT: CUSTOM BUILDING PRODUCTS;

COLOR: BRIGHT WHITE 381; PROVIDE 2 COATS GROUT SEALER

PT1 PAINT: SHERWIN WILLIAMS; GRAY SCREEN SW7071

EGG-SHELL FINISH

INTERIOR CEILING FINISHES

ACT1 ACOUSTICAL CEILING TILE: ARMSTRONG;

OPTIMA SQUARE LAY-IN; 24"x24"x3/4"; COLOR: WHITE

GRID: 15/16" PRELUDE XL; COLOR: WHITE

EXP EXPOSED STRUCTURE, PAINTED PT3

PT3 PAINT: SHERWIN WILLIAMS: CEILING BRIGHT WHITE SW7007;

SEMI-GLOSS FINISH

PT4 PAINT: SHERWIN WILLIAMS: CEILING BRIGHT WHITE SW7007;

FLA…