Attachment_2-Bldg_886_Drawings.pdf

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EIGHTH

FTFA-17-1100

RENOVATE BUILDING 886

EGLIN AFB, FLORIDA

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

AS-BUILT

07/27/2018

GENERAL NOTESGENERAL DEMOLITION NOTESGENERAL ABBREVIATIONS

DRAWING SYMBOLS LEGEND BID OPTIONS

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

1.00 GENERAL NOTES

1.01 THESE STRUCTURAL NOTES SHALL BE APPLIED WITH THE TECHNICAL SPECIFICATIONS IN THE SPECIFICATIONS MANUAL. ANY CONFLICTING REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION

OF THE CONTRACTING OFFICER FOR RESOLUTION BEFORE PROCEEDING WITH FABRICATION OR

CONSTRUCTION.

1.02 DRAWINGS SHOW TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. FOR DETAILS NOT

SPECIFICALLY SHOWN, PROVIDE DETAILS SIMILAR TO THOSE SHOWN.

1.03 VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK. NOTIFY

CONTRACTING OFFICER OF ANY DISCREPANCY.

1.04 THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. TAKE NECESSARY PRECAUTIONS TO PROTECT THE EXISTING STRUCTURE AND ITS FOUNDATION AND TO LIMIT, TO THE EXTENT POSSIBLE, THE EFFECTS OF CONSTRUCTION THAT THE NEW STRUCTURE HAS ON THE EXISTING STRUCTURE.

1.05 COORDINATE STRUCTURAL CONTRACT DOCUMENTS WITH ARCHITECTURAL, MECHANICAL,

ELECTRICAL, PLUMBING AND CIVIL. NOTIFY CONTRACTING OFFICER OF ANY CONFLICT AND/OR OMISSION. CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN

APPROVAL OF THE ARCHITECT. FOR ADDITIONAL OPENINGS NOT SHOWN ON THE STRUCTURAL

DRAWINGS, SEE ARCHITECTURAL, MECHANICAL, AND PLUMBING DRAWINGS.

1.06 DESIGN CRITERIA:

THE STRUCTURE HAS BEEN DESIGNED UTILIZING THE FOLLOWING REFERENCES:

A. UFC 1&200&01, GENERAL BUILDING REQUIREMENTS

B. UFC 3&301&01, STRUCTURAL ENGINEERING, WITH CHANGE 1

C. INTERNATIONAL BUILDING CODE, 2012

D. ASCE 7&10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES

E. ACI 302.1 R&5, CONCRETE FLOOR AND SLAB CONSTRUCTION

F. ACI 318&11, BUILDING CODE REQUIREMENTS FOR CONCRETE STRUCTURES

G. ACI 360 R&06, DESIGN OF SLAB ON GRADES

1.07 DESIGN LOADS:

A. DEAD LOADS:

1. SELF WEIGHT OF 8” SLAB: 100 PSF

2. SELF WEIGHT OF 4” SLAB: 50 PSF

B. LIVE LOADS: (MAY BE REDUCED PER CODE)

1. RAMPS: 100 PSF

2. SLAB&ON&GRADE: 100 PSF

3. HEAVY TRAFFIC AREA OR 6&TON FORKLIFT: 250 PSF

C. WIND LOADS & STRUCTURE HAS BEEN DESIGNED TO CONFORM TO THE WIND PROVISIONS OF

ASCE 7&10. SEE WIND PRESSURE DIAGRAM & CHART FOR THE FOLLOWING:

1. BASIC WIND SPEED (3&SEC GUST)

2. BUILDING RISK CATEGORY

3. WIND EXPOSURE CATEGORY

4. INTERNAL PRESSURE COEFFICIENT

5. COMPONENT & CLADDING WIND PRESSURES

1.08 SHOP DRAWING SUBMITTALS:

A. THE REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS DONE BY THE CONTRACTING OFFICER

DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP

DRAWINGS BEFORE SUBMITTAL TO THE STRUCUTRAL ENGINEER. THE REVIEW BY THE

STRUCUTRAL ENGINEER IS FOR GENERAL CONFORMANCE ONLY. IF SHOP DRAWINGS HAVE

NOT BEEN REVIEWED AND APPROVED BEFORE SUBMITTAL TO THE STRUCUTURAL ENGINEER,

THEY SHALL BE RETURNED WITHOUT APPROVAL.

B. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ANY AND ALL ERRORS AND OMISSIONS

ASSOCIATED WITH THE PREPARATION OF ALL SHOP DRAWINGS IN RELATIONSHIP TO THE

CONSTRUCTION DOCUMENTS.

C. ALL MODIFICATIONS MADE FOR SUBMITTALS THAT ARE RE&SUBMITTED SHALL CLEARLY NOTE

ALL CHANGES.

D. REPRODUCING THE CONTRACT DOCUMENTS FOR USE AS SHOP DRAWINGS IS NOT ALLOWED,

AND SHOP DRAWINGS WILL BE RETURNED WITHOUT APPROVAL.

E. GENERAL SHOP DRAWING REQUIREMENTS:

1. SUBMIT SHOP DRAWINGS AND ANY OTHER SPECIAL INFORMATION NECCESSARY FOR

PROPER FABRICATION, ERECTION, AND PLACEMENT OF STRUCTURAL FABRICATIONS.

INCLUDE PLANS, ELEVATIONS, AND SECTIONS. CLEARLY SHOW ANCHORAGES,

CONNECTIONS, AND ACCESSORY ITEMS. THE DETAILER MUST INTERPRET THE

CONTRACT DOCUMENTS AND CLEARLY CONVEY THIS INTERPRETATION TO THE FIELD IN

THE FORM OF PLACING OR ERECTION DRAWINGS.

2. CONCRETE REINFORCING DETAILER & PROVIDE PLACING DRAWINGS FOR FABRICATION

AND PLACING OF REINFORCING STEEL. THESE DRAWINGS SHALL INCLUDE, BUT ARE NOT

LIMITED TO, THE FOLLOWING: BAR LISTS, SCHEDULES, BENDING DETAILS, PLACING

DETAILS, PLACING PLANS, AND PLACING ELEVATIONS. CLEARLY SHOW FOUNDATION

REINFORCING. INDICATE BAR LENGTHS, LOCATION AND SPLICES OF CONTINUOUS BARS,

AND BAR SUPPORTS. CLEARLY SHOW LOCATIONS OF ALL DOWELS ON PLAN.

2.00 FOUNDATIONS AND SLAB&ON&GRADE

2.01 SHALLOW FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF

1500 PSF.

2.02 AT THIS TIME NO GEOTECHNICAL REPORT HAS BEEN SUBMITTED. AN ALLOWABLE SOIL BEARING PRESSURE HAS BEEN CONSERVATIVELY ESTIMATED BASED ON SIMILAR PROJECTS OF THIS SIZE AND LOCATED IN THE SAME GENERAL AREA OF CONSTRUCTION. A QUALIFIED GEOTECHNICAL ENGINEER SHALL CHECK COMPACTION OF THE FOOTINGS. THE SOILS IMMEDIATELY BENEATH ALL FOOTINGS SHOULD BE COMPACTED FOR A MINIMUM DEPTH OF 12 INCHES TO A MINIMUM OF 95% OF THE SOIL’S MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST (ASTM D1557) USING A LARGE

TAMPER.

2.03 A QUALIFIED GEOTECHNICAL ENGINEER SHALL VERIFY CONDITION AND/OR ADEQUACY OF ALL

SUBGRADES, FILLS AND BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS,

WALLS, FILLS, BACKFILLS, ETC. SHOULD THE CONTRACTOR FIND UNDESIRABLE SOILS, HE SHALL STOP WORK AND IMMEDIATELY CONTACT CONTRACTING OFFICER . ALL FOOTINGS SHALL REST EITHER ON UNDISTURBED SOIL OR A MANUALLY OPERATED VIBRATORY SLED OR TAMPER SHOULD BE USED TO

DENSIFY ANY SOILS IN THE BOTTOM OF THE FOOTING TRENCHES LOOSENED DURING THE

EXCAVATION OPERATION.

2.04 SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING.

FOUNDATIONS POURED AGAINST THE EARTH REQUIRE THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BY GEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE

AND DURING CONCRETE PLACEMENT.

2.05 CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY PROTECTING ALL EXCAVATION SLOPES.

2.06 DEWATER TO AT LEAST TWO FEET BELOW BOTTOM OF LOWEST FOUNDATION IF GROUNDWATER IS

ENCOUNTERED.

2.07 SLAB&ON&GRADE REQUIREMENTS:

A. UNLESS NOTED OTHERWISE, THE SLAB&ON&GRADE SHALL BE A MINIMUM OF 4 INCHES THICK, PLACED ON COMPACTED SUBGRADE, AND REINFORCED WITH 6 x 6 & W2.0 x W2.0 WWF IN FLAT

SHEETS (ROLLS ARE NOT PERMITTED). PROVIDE POSITIVE SUPPORT 2½” CLEAR FROM BOTTOM

OF SLAB. LAP MESH 12”.

B. PLACE CONTROL OR CONSTRUCTION JOINTS AT LOCATIONS INDICATED BY “C.J.” IF NOT

INDICATED, LOCATED JOINTS AT COLUMN CENTERLINES AND AT 20’&0” O.C MAX. SAWCUT

CONTROL JOINTS AS SOON AFTER POURING AS POSSIBLE, WHEN CONCRETE WILL NOT RAVEL;

12 HRS. MAX. CURE CONCRETE IN ACCORDANCE WITH ACI 301. BEGIN CURING IMMEDIATELY

AFTER POURING TO LIMIT CRACKING PRIOR TO SAWCUTTING CONTROL JOINTS.

C. THE TOP 12” OF THE SUBGRADE SHALL BE COMPACTED TO 95% OF THE MAXIMUM MODIFIED

PROCTOR DENSITY. DENSITY TESTS SHALL BE TAKEN AT 2500 SF INTERVALS.

D. VAPOR RETARDER IS ONLY REQUIRED OVER GEOFOAM. SEE SPECIFICATIONS FOR VAPOR

RETARDER MATERIAL. VAPOR RETARDER SHALL CONFORM TO ASTM E1745, CLASS A AND BE A

MINIMUM OF 15 MIL. THICKNESS. THE VAPOR RETARDER SHOULD BE PLACED OVER THE

GEOFOAM. VAPOR RETARDER SHOULD BE OVERLAPPED 8 IN. AND TAPED AT THE JOINTS AND

CAREFULLY FITTED AROUND SERVICE OPENINGS.

3.00 REINFORCED CONCRETE

3.01 ALL CONCRETE WORK SHALL CONFORM TO ACI 301&05, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS. DESIGN IS BASED ON ACI 318&05, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. DETAIL CONCRETE REINFORCEMENT AND ACCESSORIES IN ACCORDANCE WITH ACI 315, DETAILING MANUAL. DETAIL ALL CONCRETE WALLS AND BEAMS ON THE SHOP DRAWINGS IN

ELEVATION UNLESS SPECIFICALLY APPROVED OTHERWISE. SUBMIT SHOP DRAWINGS FOR APPROVAL, SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FOR PLACING REINFORCING STEEL AND

ACCESSORIES. DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND

REVIEWED.

3.02 UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE THE FOLLOWING

MINIMUM 28 DAY COMPRESSIVE STRENGTHS:

A. FOUNDATIONS 3000 PSI

B. RETAINING WALLS 4000 PSI

C. SLAB&ON&GRADE 4000 PSI

D. COLUMNS AND PIERS 4000 PSI

ALL CONCRETE SHALL HAVE ENTRAINED AIR, U.N.O. CONCRETE MAY CONTAIN A PROPERLY DESIGNED

SUPERPLASTICIZER FOR WORKABILITY.

3.03 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE.

3.04 THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE OWNER'S TESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH

IS THE CONTRACTOR'S.

3.05 USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS NOT PERMITTED.

3.06 HORIZONTAL CONSTRUCTION JOINTS ARE PERMITTED ONLY WHERE INDICATED. THE STRUCTURAL ENGINEER SHALL APPROVE THE LOCATION OF VERTICAL CONSTRUCTION JOINTS. CONSTRUCTION JOINTS SHALL BE THOROUGHLY ROUGHENED BY MECHANICAL MEANS, AND CLEANED. CONTRACTOR

SHALL SUBMIT DRAWINGS SHOWING INTENDED POURING SEQUENCE AND LOCATION OF

CONSTRUCTION JOINT TO THE ENGINEER FOR REVIEW. PROPOSED METHODS MUST BE ACCEPTABLE

TO THE ARCHITECT BEFORE USE.

3.07 UNLESS NOTED OTHERWISE, PLACE VERTICAL CONTROL JOINTS IN CONCRETE WALLS AT 10'&0" O.C.

(MAX), 3/4" DEEP, V&CHAMFERED ON BOTH FACES. CONSTRUCTION JOINTS SHALL FALL ON CONTROL JOINTS AND SHALL BE KEYED. STOP 50 PERCENT OF THE SPECIFIED LONGITUDINAL REINFORCEMENT

AT THE CONTROL JOINT.

3.08 CHAMFER OR ROUND ALL EXPOSED CORNERS A MINIMUM OF 3/4".

3.09 TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TO PLACING CONCRETE.

PROVIDE SUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCE DURING ALL CONSTRUCTION ACTIVITIES. "STICKING” DOWELS INTO WET CONCRETE IS

NOT PERMITTED.

3.10 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; SPLICE ONLY AS SHOWN OR

APPROVED; STAGGER SPLICE WHERE POSSIBLE; USE FULL TENSION SPLICE (CLASS "B") UNLESS

NOTED OTHERWISE. DOWELS SHALL MATCH THE SIZE AND SPACING OF THE SPECIFIED

REINFORCEMENT AND SHALL BE LAPPED WITH FULL TENSION SPLICES (CLASS "B") UNLESS NOTED

OTHERWISE. TERMINATE BARS WITH STANDARD HOOKS.

3.11 REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS NOTED OTHERWISE

(PER ACI 318&05 PAR.7.7.1):

A. CONCRETE AGAINST EARTH (NOT FORMED): 3"

B. FORMED CONCRETE EXPOSED TO THE EARTH OR WEATHER:

1. #6 THROUGH #18 BARS: 2"

2. #5 BARS AND SMALLER: 1&1/2"

C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER:

1. SLABS AND WALLS: 1"

2. BEAMS (STIRRUPS) AND COLUMNS (TIES): 1&1/2"

3.12 DO NOT PLACE DUCTS EXCEEDING ONE&THIRD THE SLAB OR WALL THICKNESS WITHIN THE SLAB OR

WALL UNLESS SPECIFICALLY SHOWN AND DETAILED ON STRUCTURAL DRAWINGS.

3.13 DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS APPROVED OR DIRECTED BY THE

CONTRACTING OFFICER.

3.14 ALL REINFORCING STEEL PLACEMENTS SHALL BE REVIEWED BY A REGISTERED STRUCTURAL

ENGINEER, OR BY A REPRESENTATIVE RESPONSIBLE TO HIM. (RE: ACI 318 PAR. 1.3.1)

4.00 STRUCTURAL STEEL

4.01 STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED ACCORDING TO AISC

"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ASD, LATEST EDITION.

4.02 SUBMIT SHOP DRAWINGS PREPARED IN ACCORDANCE WITH AISC MANUAL "DETAILING FOR STEEL CONSTRUCTION", LATEST EDITION. STEEL FABRICATOR SHALL SUPPLY ANCHOR BOLT LOCATION DRAWINGS. DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARE COMPLETED AND REVIEWED.

4.03 HEADED STUD SHEAR CONNECTORS (INDICATED AS “HS” ON PLANS): ASTM A 108, GRADES 1010 THROUGH 1020, HEADED&STUD TYPE, COLD&FINISHED CARBON STEEL; AWS D1.1, TYPE B. USE

AUTOMATIC END WELDING OF HEADED&STUD SHEAR CONNECTORS ACCORDING TO AWS D1.1 AND

MANUFACTURER’S WRITTEN INSTRUCTIONS.

4.04 STRUCTURAL STEEL SHAPES, PLATES, ANGLES, AND CHANNELS SHALL CONFORM TO ASTM A36

UNLESS NOTED OTHERWISE.

5.00 COLD FORMED METAL FRAMING SEE SEPARATE SECTION BELOW FOR METAL TRUSSES

5.01 COLD FORMED METAL STUDS: GALVANIZED STEEL PER ASTM A525, G60 COATING MEETING THE

REQUIREMENTS OF ASTM A446 GRADE A, WITH A MINIMUM YIELD STRENGTH OF 33,000 PSI.

5.02 ALL STUDS INDICATED SHALL HAVE 1&5/8” WIDE FLANGES WITH A ½” LIP.

ALL TRACK INDICATED SHALL HAVE 1&1/4” WIDE FLANGES.

5.03 STUDS SHALL BE LOCATED DIRECTLY BELOW ROOF TRUSSES.

5.04 GABLE END WALLS SHALL BE FRAMED FULL HEIGHT.

5.05 TOP AND BOTTOM TRACKS SHALL BE 18 GA. MINIMUM. TRACKS SHALL BE CONTINUOUS AND LAP SPLICED WITH A 22" PIECE OF 20 GA. TRACK AND 6 #10 SCREWS EACH SIDE OF SPLICE. LOCATE SPLICE

MIDWAY BETWEEN STUDS.

5.06 INTERIOR WALLS:

WALL STUDS TO BE 6", 18&GAUGE STUDS SPACED 16" ON CENTER.

WALL HEIGHT SHALL NOT EXCEED 14&FT. PROVIDE LATERAL BRIDGING AT 48" ON CENTER OVER FULL

HEIGHT OF WALL

a a

5 5 a a

WIND LOAD DETERMINATION ASSUMPTIONS & INTERNATIONAL BUILDING CODE 2015

ROOF SLOPE

142 C 13.8 3 ON 12 II ENCLOSED

ULTIMATE DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING (PSF)

ROOF ZONE 1

ROOF ZONE 2 ROOF ZONE 3

WALL ZONE 4 WALL ZONE 5

O&HANG O&HANG

25.3 &40.2 &70.0 44.0 &47.7 &58.8

50 20.1 &37.6 &57.0 39.4 &43.1 &49.7

17.9 &36.5 &51.4 37.4 &41.1 &45.7

&103.5

&87.9

&81.2

&137.8

&106.6

&93.1

NOTES:

1. FOR EFFECTIVE AREAS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED,

OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA.

2. THE EDGE STRIP, a = 5.5 FT.

3. PRESSURES SHALL BE APPLIED IN ACCORDANCE WITH THE FIGURE SHOWN ON THIS SHEET.

< 10

> 100

WIND VELOCITY

(MPH)

EXPOSURE

CATEGORY

MEAN ROOF

HEIGHT (FT.)

RISK

CATEGORY

ENCLOSURE

CATEGORY

EFF.

AREA

(SQ. FT)

4. PRESSURES GIVEN ARE ULTIMATE LOADS TO BE USED WITH STRENGTH DESIGN. FOR

SERVICE LOADS TO BE USED WITH ALLOWABLE STRESS DESIGN, MULTIPLY THE PRESSURES

BY 0.60. SEE TABLES 2.3 AND 2.4 IN ASCE 7&10 FOR MORE INFORMATION ON LOAD

COMBINATIONS.

&81.9

&81.9

&81.9

25.3

20.1

17.9

25.3

20.1

17.9

44.0

39.4

37.4

REPRESENTATIVE DIAGRAM

ATFP DESIGN CRITERIA PER UFC 4&010&01 DATED 9 FEBRUARY 2012, CHANGE 1, 1 OCTOBER 2013

BUILDING LOCATION: WITHIN CONTROLLED PERIMETER

BUILDING OCCUPANCY CATEGORY: LOW OCCUPANCY

LEVEL OF PROTECTION: LOW

EXPLOSIVE WEIGHT: TYPE II

PER UFC 4&010&01 LOW OCCUPANCY BUILDING IS CLASSIFIED AS ANY BUILDING OR PORTION OF A BUILDING ROUTINELY OCCUPIED BY FEWER THAN 11 DOD PERSONNEL OR WITH A POPULATION DENSITY OF LESS THAN

ONE PERSON PER 40 GROSS SQUARE FEET (40 GROSS SQUARE METERS).

1&9.1 LOW OCCUPANCY BUILDINGS: BUILDING WHOSE OCCUPANCIES DO NOT MEET THE OCCUPANCY LEVELS OF INHABITED OR PRIMARY GATHERING BUILDINGS OR OF BILLETING ARE EXEMPT FROM ALL PROVISIONS OF THESE

STANDARDS.

BUILDING 886 WIND LOAD INFORMATION

a

5 5 a a

1 a

WIND LOAD DETERMINATION ASSUMPTIONS & INTERNATIONAL BUILDING CODE 2015

ROOF SLOPE

132 C 15.0 0.25 ON 12 I OPEN

ULTIMATE DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING (PSF)

ROOF

ZONE 1

ROOF

ZONE 2

ROOF

ZONE 3

32.4 &30.5 &46.9

>9, <36

&91.6

&46.9

&30.5

NOTES:

1. FOR EFFECTIVE AREAS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED,

OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA.

2. THE EDGE STRIP, a = 3.0 FT.

3. PRESSURES SHALL BE APPLIED IN ACCORDANCE WITH THE FIGURE SHOWN ON THIS SHEET.

<9

>36

WIND VELOCITY

(MPH)

EXPOSURE

CATEGORY

MEAN ROOF

HEIGHT (FT.)

RISK

CATEGORY

ENCLOSURE

CATEGORY

EFF.

AREA

(SQ. FT)

4. PRESSURES GIVEN ARE ULTIMATE LOADS TO BE USED WITH STRENGTH DESIGN. FOR

SERVICE LOADS TO BE USED WITH ALLOWABLE STRESS DESIGN, MULTIPLY THE PRESSURES

BY 0.60. SEE TABLES 2.3 AND 2.4 IN ASCE 7&10 FOR MORE INFORMATION ON LOAD

COMBINATIONS.

48.8 64.8

48.8

32.4

REPRESENTATIVE DIAGRAM

CANOPY WIND LOAD INFORMATION

32.4

32.4 32.4

48.8&30.5

&30.5

&46.9

&30.5

WINDWARD

FASCIA

LEEWARD

FASCIA

48.3 &32.2

AS�BUILT

96 CEG, OFFICE FORM 002, FY2018

DATEREVISION BY APPR'D

PROGRAM MANAGER

ENVIROMENTAL

INDEX NO.

CENM

APPROVED

APPROVED

APPROVED

SIGNATURE

DATE

USING AGENCY

APPROVED

APPROVED

COMMUNICATIONS

OPERATIONS ENGINEERING

APPROVED

APPROVED

APPROVED

APPROVED

FIRE PREVENTION

SAFETY REPRESENTATIVE

DIR. BASE MED. SERVICE

PROJ. ENGR.

DRAWN BY TITLE

CONTENTS

APPROVED

SCALE

DATE

96 CEG/CEN

APPROVED

DEPUTY BASE CIVIL ENGINEER

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

SHEET OFFTFA

DESCRIPTION

SECURITY FORCES

APPROVED

ASUS

APPROVED

CHELCO

APPROVED

D

EU

SOJ

R E

G

IS TERE

R E

E

NIGNED

EPH

ER

IL

SI

U

OL

A

DIOL

F R

STATE OF

No. 54319

E T

ACFIT

C R

E

I

301 West Cervantes St. Tel. 850.429.1951301 West Cervantes St. Tel. 850.429.1951301 West Cervantes St. Tel. 850.429.1951301 West Cervantes St. Tel. 850.429.1951 Pensacola, FL 32501 Pensacola, FL 32501 Pensacola, FL 32501 Pensacola, FL 32501 Fax. 850.429.0158Fax. 850.429.0158Fax. 850.429.0158Fax. 850.429.0158

JOE DEREUIL ASSOCIATES, LLCJOE DEREUIL ASSOCIATES, LLCJOE DEREUIL ASSOCIATES, LLCJOE DEREUIL ASSOCIATES, LLC S T R U C T U R A L E N G I N E E R SS T R U C T U R A L E N G I N E E R SS T R U C T U R A L E N G I N E E R SS T R U C T U R A L E N G I N E E R SJDA

STATE OF FLORIDA STATE OF FLORIDA STATE OF FLORIDA STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515P.E. NO. 54319 / C.A. NO. 9515P.E. NO. 54319 / C.A. NO. 9515P.E. NO. 54319 / C.A. NO. 9515

JULY,2018

J. SUMRALL

L. DeREUIL

Hernandez Calhoun Design International Architecture ● Interior Design

RENOVATE

BUILDING 886

EGLIN, AFB,FLORIDA

17�1100 XXXX17AP

Hernandez Calhoun Design International Architecture ● Interior Design 17AP

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

JDA Job #: 17199JDA Job #: 17199JDA Job #: 17199JDA Job #: 17199

7/27/20187/27/20187/27/20187/27/2018

S-1

GENERAL NOTES

A

A

B

B

C

C

D

D

E

E

F

F

G

G

H

H

I

I

J

J

K

K

L

L

S-3

S-3

S-3

S-3

S-3

13'&6" 15'&0" 15'&0" 15'&0" 15'&0" 15'&0" 15'&0" 15'&0" 15'&0" 15'&0" 13'&8" 6'&7 3/4"

'&0

'&4

'&0

S-5

7'&0"

6' &0

7" SLAB

4" SLAB4" SLAB

4" SLAB

4" SLAB

7" SLAB

&1'&7 1/2"

S-5

7" SLAB

S-5

Sim

S-5

Sim

S-6

S-5

S-5

Sim

S-5

Sim

7" SLAB

9' &6

9'

&9

S-5

S-5

S-6

S-6

A B C D E F G H I J K L S-4

13'&6" 15'&0" 15'&0" 15'&0" 15'&0" 15'&0" 15'&0" 15'&0" 15'&0" 15'&0" 13'&8" 6'&7 3/4"

S-6

7" SLAB7" SLAB9'

&6

S-5

S-5

4" SLAB

4" SLAB

LEGEND

= CONSTRUCTION JOINT; PLACE C.J. AT 15'-0" O.C. MAXIMUM SPACING. CUT 50% OF REINF. AT

JOINTS. PROVIDE VERTICAL WALL JOINTS AT HORIZONTAL JOINT LOCATIONS, TYPICAL.

C.J.

= 8" CONCRETE WALL. WALL SHALL BE REINFORCED WITH #4 VERTICAL REINFORCING AT 1'-0" ON

CENTER IN CENTER OF 8" WALL & WITH #4 HORIZONTAL REINFORCING AT 0'-8" ON CENTER.

= SLAB DEPRESSION; SEE PLAN FOR DEPRESSION EXTENTS AND DEPRESSION DEPTH AT DOCK

LEVELER.

&X'&X"

7" MINIMUM THICKNESS SLAB-ON-GRADE REINFORCED WITH #4 BARS @ 8" O.C. BOTTOM BARS EACH WAY WITH 2" CLR. TO BOT. 7" SLABS WILL REQUIRE DOWELLED JOINTS, WHICH WILL REQUIRE (2) POURS7" SLAB =

4" MINIMUM THICKNESS SLAB-ON-GRADE REINFORCED WITH WWF 6x6 W2.0xW2.0 WITH 2" CLR.

POSITIVE SUPPORT FROM BOTTOM OF SLAB.

4" SLAB =

(2) #4x4'-0" RE-ENTRANT CRACK CONTROL REINF. W/ 1-1/2"

CLR TO TOP OF SLAB

= VERTICAL CONCRETE WALL CONTROL JOINT LOCATION (15 FT MAXIMUM SPACING); SEE TYPICAL DETAILS ON S&7

AS�BUILT

96 CEG, OFFICE FORM 002, FY2018

DATEREVISION BY APPR'D

PROGRAM MANAGER

ENVIROMENTAL

INDEX NO.

CENM

APPROVED

APPROVED

APPROVED

SIGNATURE

DATE

USING AGENCY

APPROVED

APPROVED

COMMUNICATIONS

OPERATIONS ENGINEERING

APPROVED

APPROVED

APPROVED

APPROVED

FIRE PREVENTION

SAFETY REPRESENTATIVE

DIR. BASE MED. SERVICE

PROJ. ENGR.

DRAWN BY TITLE

CONTENTS

APPROVED

SCALE

DATE

96 CEG/CEN

APPROVED

DEPUTY BASE CIVIL ENGINEER

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

SHEET OFFTFA

DESCRIPTION

SECURITY FORCES

APPROVED

ASUS

APPROVED

CHELCO

APPROVED

D

EU

SOJ

R E

G

ISTERE

R E

E

NIGNED

EPH

ER

IL

SI

U

OL

A

DIOL

F R

STATE OF

No. 54319

E T

ACFIT

C R

E

I

301 West Cervantes St. Tel. 850.429.1951301 West Cervantes St. Tel. 850.429.1951301 West Cervantes St. Tel. 850.429.1951301 West Cervantes St. Tel. 850.429.1951 Pensacola, FL 32501 Pensacola, FL 32501 Pensacola, FL 32501 Pensacola, FL 32501 Fax. 850.429.0158Fax. 850.429.0158Fax. 850.429.0158Fax. 850.429.0158

JOE DEREUIL ASSOCIATES, LLCJOE DEREUIL ASSOCIATES, LLCJOE DEREUIL ASSOCIATES, LLCJOE DEREUIL ASSOCIATES, LLC S T R U C T U R A L E N G I N E E R SS T R U C T U R A L E N G I N E E R SS T R U C T U R A L E N G I N E E R SS T R U C T U R A L E N G I N E E R SJDA

STATE OF FLORIDA STATE OF FLORIDA STATE OF FLORIDA STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515P.E. NO. 54319 / C.A. NO. 9515P.E. NO. 54319 / C.A. NO. 9515P.E. NO. 54319 / C.A. NO. 9515

JULY,2018

J. SUMRALL

L. DeREUIL

Hernandez Calhoun Design International Architecture ● Interior Design

RENOVATE

BUILDING 886

EGLIN, AFB,FLORIDA

17�1100 XXXX17AP

Hernandez Calhoun Design International Architecture ● Interior Design 17AP

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

JDA Job #: 17199JDA Job #: 17199JDA Job #: 17199JDA Job #: 17199

7/27/20187/27/20187/27/20187/27/2018

S-2

OVERALL PLAN

1/8" = 1'-0"S-2

1 BLDG. 886 DOCK REPAIR - BASE BID

1/8" = 1'-0"S-2

2 BLDG. 886 DOCK REPAIR - BID OPTION

C

S-5

4" SLAB

1/4

7'&0"

6' &0

G H

4" SLAB

1/4" / 1' - 0"

7'&0"

6' &0

S-5

Sim

I J

1/4" / 1' - 0"

C.J.

DOCK

LEVELER

7" SLAB

C.J.

C.J.

C .J

C .J

8'&0" 8'&6" 8'&6"

S-5

7" SLAB

S-5

S-6

S-6

1/4" / 1' - 0"

/4

S-6

25'&0"

'&0

1'&3" 11'&8 1/2" 10'&9 1/2"

1' &3

'&7

/2

1' &2

ALUMINUM CANOPY

COLUMN BLOCKOUT

LOCATIONS

PROVIDE 4'0"x2&6"' x 2'&0" DEEP

UNREINFORCED CONCRETE FOOTING

FOR CENTER COLUMN SUPPORT.

TYP.

A B C

/4

1/4" / 1' - 0"

1/4" / 1' - 0"

/4

1" / 1' - 0"

1/4" / 1' - 0"

1" / 1' - 0"

4" SLAB

4" SLAB

8'&0" 6'&8" 6'&8" 6'&8"

4' &0

9'

&6

C .J

C .J

C .J

C .J

C .J

C .J

C .J

C

.J

C .J

C.J.

S-6

ALUMINUM CANOPY

COLUMN BLOCKOUT

LOCATIONS

PROVIDE 4'0"x2&6"' x 2'&0" DEEP

UNREINFORCED CONCRETE FOOTING

FOR CENTER COLUMN SUPPORT.

(TYP. 5X)

5'&0"

S-6

I J K L

7" SLAB

/4

C .J

C .J

15' & 0" 15' & 0" 13' & 8" 6' & 7 3/4"

S-5

/4

LEGEND

= CONSTRUCTION JOINT; PLACE C.J. AT 15'-0" O.C. MAXIMUM SPACING. CUT 50% OF REINF. AT

JOINTS. PROVIDE VERTICAL WALL JOINTS AT HORIZONTAL JOINT LOCATIONS, TYPICAL.

C.J.

= 8" CONCRETE WALL. WALL SHALL BE REINFORCED WITH #4 VERTICAL REINFORCING AT 1'-0" ON

CENTER IN CENTER OF 8" WALL & WITH #4 HORIZONTAL REINFORCING AT 0'-8" ON CENTER.

= SLAB DEPRESSION; SEE PLAN FOR DEPRESSION EXTENTS AND DEPRESSION DEPTH AT DOCK

LEVELER.

&X'&X"

7" MINIMUM THICKNESS SLAB-ON-GRADE REINFORCED WITH #4 BARS @ 8" O.C. BOTTOM BARS EACH WAY WITH 2" CLR. TO BOT. 7" SLABS WILL REQUIRE DOWELLED JOINTS, WHICH WILL REQUIRE (2) POURS7" SLAB =

4" MINIMUM THICKNESS SLAB-ON-GRADE REINFORCED WITH WWF 6x6 W2.0xW2.0 WITH 2" CLR.

POSITIVE SUPPORT FROM BOTTOM OF SLAB.

4" SLAB =

(2) #4x4'-0" RE-ENTRANT CRACK CONTROL REINF. W/ 1-1/2"

CLR TO TOP OF SLAB

= VERTICAL CONCRETE WALL CONTROL JOINT LOCATION (15 FT MAXIMUM SPACING); SEE TYPICAL DETAILS ON S&7

AS�BUILT

96 CEG, OFFICE FORM 002, FY2018

DATEREVISION BY APPR'D

PROGRAM MANAGER

ENVIROMENTAL

INDEX NO.

CENM

APPROVED

APPROVED

APPROVED

SIGNATURE

DATE

USING AGENCY

APPROVED

APPROVED

COMMUNICATIONS

OPERATIONS ENGINEERING

APPROVED

APPROVED

APPROVED

APPROVED

FIRE PREVENTION

SAFETY REPRESENTATIVE

DIR. BASE MED. SERVICE

PROJ. ENGR.

DRAWN BY TITLE

CONTENTS

APPROVED

SCALE

DATE

96 CEG/CEN

APPROVED

DEPUTY BASE CIVIL ENGINEER

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

SHEET OFFTFA

DESCRIPTION

SECURITY FORCES

APPROVED

ASUS

APPROVED

CHELCO

APPROVED

D

EU

SOJ

R E

G

ISTERE

R E

E

NIGNED

EPH

ER

IL

SI

U

OL

A

DIOL

F R

STATE OF

No. 54319

E T

ACFIT

C R

E

I

301 West Cervantes St. Tel. 850.429.1951301 West Cervantes St. Tel. 850.429.1951301 West Cervantes St. Tel. 850.429.1951301 West Cervantes St. Tel. 850.429.1951 Pensacola, FL 32501 Pensacola, FL 32501 Pensacola, FL 32501 Pensacola, FL 32501 Fax. 850.429.0158Fax. 850.429.0158Fax. 850.429.0158Fax. 850.429.0158

JOE DEREUIL ASSOCIATES, LLCJOE DEREUIL ASSOCIATES, LLCJOE DEREUIL ASSOCIATES, LLCJOE DEREUIL ASSOCIATES, LLC S T R U C T U R A L E N G I N E E R SS T R U C T U R A L E N G I N E E R SS T R U C T U R A L E N G I N E E R SS T R U C T U R A L E N G I N E E R SJDA

STATE OF FLORIDA STATE OF FLORIDA STATE OF FLORIDA STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515P.E. NO. 54319 / C.A. NO. 9515P.E. NO. 54319 / C.A. NO. 9515P.E. NO. 54319 / C.A. NO. 9515

JULY,2018

J. SUMRALL

L. DeREUIL

Hernandez Calhoun Design International Architecture ● Interior Design

RENOVATE

BUILDING 886

EGLIN, AFB,FLORIDA

17�1100 XXXX17AP

Hernandez Calhoun Design International Architecture ● Interior Design 17AP

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

JDA Job #: 17199JDA Job #: 17199JDA Job #: 17199JDA Job #: 17199

7/27/20187/27/20187/27/20187/27/2018

S-3

ENLARGED PLANS - BASE BID

1/4" = 1'-0"S-3

1 BASE BID - NORTH STAIR PAD

1/4" = 1'-0"S-3

2 BASE BID - NORTH STAIR PAD

1/4" = 1'-0"S-3

3 BASE BID - NORTH LOADING DOCK

1/4" = 1'-0"S-3

4 BASE BID - SOUTH RAMP

1/4" = 1'-0"S-3

5 BASE BID - LOADING DOCK

SHEET NOTE: COORDINATE TOP OF SLAB ELEVATIONS WITH ARCHITECTURAL DRAWINGS.

C D E F G H I J K L

8" SLAB 8" SLAB

/4

/4

/4

C .J

C .J

C .J

C .J

C .J

C .J

C .J

C .J

15' & 0" 15' & 0" 15' & 0" 15' & 0" 15' & 0" 15' & 0" 15' & 0" 15' & 0" 13' & 8"

S-5

S-5

LEGEND

= CONSTRUCTION JOINT; PLACE C.J. AT 15'-0" O.C. MAXIMUM SPACING. CUT 50% OF REINF. AT

JOINTS. PROVIDE VERTICAL WALL JOINTS AT HORIZONTAL JOINT LOCATIONS, TYPICAL.

C.J.

= 8" CONCRETE WALL. WALL SHALL BE REINFORCED WITH #4 VERTICAL REINFORCING AT 1'-0" ON

CENTER IN CENTER OF 8" WALL & WITH #4 HORIZONTAL REINFORCING AT 0'-8" ON CENTER.

= SLAB DEPRESSION; SEE PLAN FOR DEPRESSION EXTENTS AND DEPRESSION DEPTH AT DOCK

LEVELER.

&X'&X"

7" MINIMUM THICKNESS SLAB-ON-GRADE REINFORCED WITH #4 BARS @ 8" O.C. BOTTOM BARS EACH WAY WITH 2" CLR. TO BOT. 7" SLABS WILL REQUIRE DOWELLED JOINTS, WHICH WILL REQUIRE (2) POURS7" SLAB =

4" MINIMUM THICKNESS SLAB-ON-GRADE REINFORCED WITH WWF 6x6 W2.0xW2.0 WITH 2" CLR.

POSITIVE SUPPORT FROM BOTTOM OF SLAB.

4" SLAB =

(2) #4x4'-0" RE-ENTRANT CRACK CONTROL REINF. W/ 1-1/2"

CLR TO TOP OF SLAB

= VERTICAL CONCRETE WALL CONTROL JOINT LOCATION (15 FT MAXIMUM SPACING); SEE TYPICAL DETAILS ON S&7

AS�BUILT

96 CEG, OFFICE FORM 002, FY2018

DATEREVISION BY APPR'D

PROGRAM MANAGER

ENVIROMENTAL

INDEX NO.

CENM

APPROVED

APPROVED

APPROVED

SIGNATURE

DATE

USING AGENCY

APPROVED

APPROVED

COMMUNICATIONS

OPERATIONS ENGINEERING

APPROVED

APPROVED

APPROVED

APPROVED

FIRE PREVENTION

SAFETY REPRESENTATIVE

DIR. BASE MED. SERVICE

PROJ. ENGR.

DRAWN BY TITLE

CONTENTS

APPROVED

SCALE

DATE

96 CEG/CEN

APPROVED

DEPUTY BASE CIVIL ENGINEER

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

SHEET OFFTFA

DESCRIPTION

SECURITY FORCES

APPROVED

ASUS

APPROVED

CHELCO

APPROVED

D

EU

SOJ

R E

G

ISTERE

R E

E

NIGNED

EPH

ER

IL

SI

U

OL

A

DIOL

F R

STATE OF

No. 54319

E T

ACFIT

C R

E

I

301 West Cervantes St. Tel. 850.429.1951301 West Cervantes St. Tel. 850.429.1951301 West Cervantes St. Tel. 850.429.1951301 West Cervantes St. Tel. 850.429.1951 Pensacola, FL 32501 Pensacola, FL 32501 Pensacola, FL 32501 Pensacola, FL 32501 Fax. 850.429.0158Fax. 850.429.0158Fax. 850.429.0158Fax. 850.429.0158

JOE DEREUIL ASSOCIATES, LLCJOE DEREUIL ASSOCIATES, LLCJOE DEREUIL ASSOCIATES, LLCJOE DEREUIL ASSOCIATES, LLC S T R U C T U R A L E N G I N E E R SS T R U C T U R A L E N G I N E E R SS T R U C T U R A L E N G I N E E R SS T R U C T U R A L E N G I N E E R SJDA

STATE OF FLORIDA STATE OF FLORIDA STATE OF FLORIDA STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515P.E. NO. 54319 / C.A. NO. 9515P.E. NO. 54319 / C.A. NO. 9515P.E. NO. 54319 / C.A. NO. 9515

JULY,2018

J. SUMRALL

L. DeREUIL

Hernandez Calhoun Design International Architecture ● Interior Design

RENOVATE

BUILDING 886

EGLIN, AFB,FLORIDA

17�1100 XXXX17AP

Hernandez Calhoun Design International Architecture ● Interior Design 17AP

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

JDA Job #: 17199JDA Job #: 17199JDA Job #: 17199JDA Job #: 17199

7/27/20187/27/20187/27/20187/27/2018

S-4

ENLARGED PLANS - BID OPTION

1/4" = 1'-0"S-4

1 BID OPTION - SOUTH LOADING DOCK

SHEET NOTE: COORDINATE TOP OF SLAB ELEVATIONS WITH ARCHITECTURAL DRAWINGS.

EXISTING SLAB

7" SLAB

EXISTING FOUNDATIONS

EXISTING WALL

1/2" PREMOLDED

JOINT FILLER

REFER TO DETAIL ON 1/S&6

FOR TYPICAL DETAIL AT NEW

SLAB TO EXISTING SLAB

COMPACTED

SUBGRADE

EXISTING SLAB 7" SLAB (SEE PLAN

FOR REINFORCING)

EXISTING FOUNDATIONS

EXISTING WALL

REFER TO DETAIL 1/S&5

FOR CONCRETE REPAIR

IN EXISTING NOTCH

6" 8" 1'&6"

4" SLAB, (SEE PLAN

FOR REINFORCING)

8" CONCRETE WALL; (SEE

PLAN FOR REINFORCING)

REFER TO DETAIL ON 1/S&6

FOR TYPICAL DETAIL AT NEW

SLAB TO EXISTING SLAB

1' &0

PROVIDE 3/4" CHAMFER;

TYPICAL

PROVIDE RAILINGS TO

MEET THE REQUIREMENTS

OF THE IBC AND ARCHITECTURAL

DRAWINGS AND SPECIFICATIONS.

1/2" PREMOLDED

JOINT FILLER

COMPACTED

SOIL

4"

#4 EDGE BAR 1&1/2" CLR,

TYP. AT ALL EDGES

#3 @ 12" O.C.

24"

24"

8" M

IN

B A

S E

D O

N G

R A

D E

V A

R

IE

S

'&2

T O

'&1

0"

#4 @ 8" CONT.

#4 @ 12"

(6) # 4 CONT.

BARS

GEOFOAM EPS 22 FILL

(OR EQUIVALENT)

COMPACTED

SUBGRADE

MEMBRANE TO PROTECT

FORM FROM PETROLEUM

PRODUCTS

I

7" SLAB (SEE PLAN

FOR REINFORCING)

6" 8" 1'&6"

7" SLAB, (SEE PLAN

FOR REINFORCING)

8" CONCRETE WALL; (SEE

PLAN FOR REINFORCING)

1' &0

"1/2" PREMOLDED

JOINT FILLER

GALV L3x3x1/4 W/ 1/2" DIA. x 6" HS @ 12" O.C.

#3 @ 12" O.C.

24"

24"

PROVIDE 3/4" CHAMFER;

TYPICAL

WEEP HOLES @ WALL

CONTROL JOINTS. #4 @ 8" CONT.

#4 @ 12"

(6) # 4 CONT.

BARS

GEOFOAM EPS 22 FILL

(OR EQUIVALENT)

MEMBRANE TO PROTECT

FORM FROM PETROLEUM

PRODUCTS

COMPACTED

SUBGRADE

6" 8" 1'&6"

7" SLAB, (SEE PLAN

FOR REINFORCING)

8" CONCRETE WALL;

(SEE PLAN FOR

REINFORCING)

1' &0

GALV L3x3x1/4 W/ 1/2" DIA. x 6" HS @ 12" O.C.

#3 @ 12" O.C.

24"

PROVIDE 3/4" CHAMFER;

TYPICAL

24"

EXISTING FOUNDATIONS

EXISTING WALL

REMOVE CRACKED CONCRETE

FROM NOTCH SEE PHOTO, CUT

CLEAN EDGE & PROVIDE 1/2"

RADIUS EDGE AT DOOR.

WHERE APPLICABLE, REPAIR SPALLED

CONCRETE W/ HORIZONTAL CUT, BONDING

AGENT & PATCHING MORTAR. ASSUME 20

LINEAR FT. FOR BIDDING PURPOSES.

BOND BREAKER

(LAYER OF 30# FELT)

1/2" PREMOLDED

JOINT FILLER

B A

S E

D O

N G

R A

D E

V A

R

IE

S

'&2

T O

'&1

0"

FIN. FLOOR1/

2"

S T

E P

#4 @ 8" CONT.

#4 @ 12"

(6) # 4 CONT.

BARS

GEOFOAM EPS 22

FILL (OR

EQUIVALENT)

MEMBRANE TO PROTECT

FORM FROM PETROLEUM

PRODUCTS

COMPACTED

SUBGRADE

EXISTING WALL

REMOVE CRACKED CONCRETE

FROM NOTCH SEE PHOTO, CUT

CLEAN EDGE & PROVIDE 1/2"

RADIUS EDGE AT DOOR.

BOND BREAKER

(LAYER OF 30# FELT)

REPAIR SPALLED CONCRETE W/

HORIZONTAL CUT, BONDING

AGENT & PATCHING MORTAR.

1/2" PREMOLDED

JOINT FILLER

7" SLAB, (SEE PLAN

FOR REINFORCING)

GEOFOAM EPS

22 FILL (OR

EQUIVALENT)

MEMBRANE TO

PROTECT FORM FROM

PETROLEUM PRODUCTS

AS�BUILT

96 CEG, OFFICE FORM 002, FY2018

DATEREVISION BY APPR'D

PROGRAM MANAGER

ENVIROMENTAL

INDEX NO.

CENM

APPROVED

APPROVED

APPROVED

SIGNATURE

DATE

USING AGENCY

APPROVED

APPROVED

COMMUNICATIONS

OPERATIONS ENGINEERING

APPROVED

APPROVED

APPROVED

APPROVED

FIRE PREVENTION

SAFETY REPRESENTATIVE

DIR. BASE MED. SERVICE

PROJ. ENGR.

DRAWN BY TITLE

CONTENTS

APPROVED

SCALE

DATE

96 CEG/CEN

APPROVED

DEPUTY BASE CIVIL ENGINEER

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

SHEET OFFTFA

DESCRIPTION

SECURITY FORCES

APPROVED

ASUS

APPROVED

CHELCO

APPROVED

D

EU

SOJ

R E

G

ISTERE

R E

E

NIGNED

EPH

ER

IL

SI

U

OL

A

DIOL

F R

STATE OF

No. 54319

E T

ACFIT

C R

E

I

301 West Cervantes St. Tel. 850.429.1951301 West Cervantes St. Tel. 850.429.1951301 West Cervantes St. Tel. 850.429.1951301 West Cervantes St. Tel. 850.429.1951 Pensacola, FL 32501 Pensacola, FL 32501 Pensacola, FL 32501 Pensacola, FL 32501 Fax. 850.429.0158Fax. 850.429.0158Fax. 850.429.0158Fax. 850.429.0158

JOE DEREUIL ASSOCIATES, LLCJOE DEREUIL ASSOCIATES, LLCJOE DEREUIL ASSOCIATES, LLCJOE DEREUIL ASSOCIATES, LLC S T R U C T U R A L E N G I N E E R SS T R U C T U R A L E N G I N E E R SS T R U C T U R A L E N G I N E E R SS T R U C T U R A L E N G I N E E R SJDA

STATE OF FLORIDA STATE OF FLORIDA STATE OF FLORIDA STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515P.E. NO. 54319 / C.A. NO. 9515P.E. NO. 54319 / C.A. NO. 9515P.E. NO. 54319 / C.A. NO. 9515

JULY,2018

J. SUMRALL

L. DeREUIL

Hernandez Calhoun Design International Architecture ● Interior Design

RENOVATE

BUILDING 886

EGLIN, AFB,FLORIDA

17�1100 XXXX17AP

Hernandez Calhoun Design International Architecture ● Interior Design 17AP

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

JDA Job #: 17199JDA Job #: 17199JDA Job #: 17199JDA Job #: 17199

7/27/20187/27/20187/27/20187/27/2018

S-5

SECTIONS AND DETAILS

3/4" = 1'-0"S-5

2 NEW SLAB ON GRADE DETAIL

3/4" = 1'-0"S-5

4 CONCRETE WALL AT STAIR

3/4" = 1'-0"S-5

5 LOADING BAY SECTION

3/4" = 1'-0"S-5

1 TYPICAL LOADING DOCK SECTION

IMAGE AT EXISTING DOOR

3/4" = 1'-0"S-5

3 LOADING BAY SECTION

PROVIDE 3/4" CHAMFER;

TYPICAL

PROVIDE RAILINGS TO

MEET THE REQUIREMENTS

OF THE IBC AND ARCHITECTURAL

DRAWINGS AND SPECIFICATIONS.

4" SLAB&ON&GRADE

RAMP; TYPICAL

#4 CONT.;

TYPICAL

CENTERLINE OF

RAILINGS

CENTERLINE OF RAILING

SLAB EDGE

SLAB EDGE

EXISTING

FOUNDATIONS

EXISTING WALL

4" SLAB&ON&GRADE

RAMP; TYPICAL

4"

4"4"

4'-6"FIN. FLOOR1/

2"

S T

E P

EXISTING

SLAB

REPLACE DEMOLISHED

PAVEMENT

COMPACTED

SUBGRADE COMPACTED

FILL

LINE OF

EXCAVATION

8" M

IN

#3 @ 12" O.C.

24"

24"

#3 @ 12" O.C.

24"

24"

REFER TO DETAIL 1/S&5

FOR CONCRETE REPAIR

IN EXISTING NOTCH

#4 @ 8" CONT.

#4 @ 12"

(6) # 4 CONT.

BARS

#4 @ 8" CONT.

#4 @ 12"

(5) # 4 CONT.

BARS

#4 @ 8" CONT.

#4 @ 12"

(4) # 4 CONT.

BARS

CENTER ALL WALL

REINFORCING IN FOOTER

1/2" P.J.F.

(TYP.)

1'&0" 8" 1'&0"8" 8" 8"5" 8" 5"

GEOFOAM EPS 22 FILL

(OR EQUIVALENT)

MEMBRANE TO PROTECT

FORM FROM PETROLEUM

PRODUCTS

4' & 0" 4' & 0" 5' & 6"

GEOFOAM

FILL

GALV L3x3x1/4 W/ 1/2" DIA. x 6" HS @ 12" O.C.

7" SLAB (SEE PLAN

FOR REINFORCING)

#3 @ 12" O.C.16"

16"

7" SLAB (SEE PLAN

FOR REINFORCING)

PROVIDE 3/4"

CHAMFER; TYPICAL

S-6

6'&0"

OPTIONAL COLD

JOINT

GEOFOAM

FILL

I

S-6

GALV L3x3x1/4 W/ 1/2" DIA. x 6" HS @ 12" O.C.

7" SLAB (SEE PLAN

FOR REINFORCING)

#3 @ 12" O.C. 16"

16"

7" SLAB (SEE PLAN

FOR REINFORCING)

PROVIDE 3/4"

CHAMFER; TYPICAL

GALV L3x3x1/4 W/ 1/2" DIA. x 6" HS @ 12" O.C.

#3 @ 12" O.C.24"

24"

1' &7" + /& 1 /8 "

1' &8

/8

DOCK LEVELER

WALL BEYOND

7" SLAB (SEE PLAN

FOR REINFORCING)

EXISTING SLAB

REFER TO DETAIL ON 1/S&6

FOR TYPICAL DETAIL AT NEW

SLAB TO EXISTING SLAB

6" 8" 1'&6"

#4 @ 8" CONT.

#4 @ 12"

(6) # 4 CONT.

BARS

8'&0"

PROVIDE MITERED

CORNER PIECES (TYP.)

COMPACTED FILL

GEOFOAM EPS 22 FILL

(OR EQUIVALENT)

MEMBRANE TO PROTECT

FORM FROM PETROLEUM

PRODUCTS

7" SLAB, (SEE PLAN

FOR REINFORCING)

8" CONCRETE WALL; (SEE

PLAN FOR REINFORCING)

GALV L3x3x1/4 W/ 1/2" DIA. x 6"

HS @ 12" O.C. AT LOADING

DOCK LOCATIONS

#3 @ 12" O.C.

24"

24"

PROVIDE 3/4" CHAMFER;

TYPICAL

GEOFOAM EPS 22 FILL

(OR EQUIVALENT)

#4 @ 6" O.C.

18"

(3) #4 TIES

PROVIDE SLEEVE PER CANOPY DESIGNER'S

RECOMMENDATIONS. EMBED COLUMN INTO

CONCRETE PER CANOPY DESIGNER'S

RECOMMENDATIONS.

PRE&ENGINEERED ALUMINUM

COLUMN; BY CANOPY DESIGNER

8" 1' & 2" 5"

10"

18"

1' &2

6"

#4 @ 8" CONT.

PROVIDE SLEEVE PER CANOPY DESIGNER'S

RECOMMENDATIONS. EMBED COLUMN INTO

CONCRETE PER CANOPY DESIGNER'S

RECOMMENDATIONS.

PRE&ENGINEERED

ALUMINUM COLUMN; BY

CANOPY DESIGNER

5'&6"

(5) #5 BARS EACH

WAY, TOP & BOTTOM

2'&0"

A A

SECTION AA

(8) #5 VERTICAL

BARS

#3 TIES @ 12" O.C.

5'&6" x 5'&6" x 12"

THICK FOOTER

C O

V E

R

M

IN

.1 8"

#4 @ 6" O.C.

18"

16"

18"

2'&0"

7" 10" 7"

5" 1'&2" 5"

1' &2

2'

&1 0"

3/4" CHAMFER;

TYP.

(3) #4

ADDITIONAL

TIES

3/4" CHAMFER;

TYP.

4' &4

1'&9" 2'&0" 1'&9"

3" M

IN

TO TIES

2" TYP.

AS�BUILT

96 CEG, OFFICE FORM 002, FY2018

DATEREVISION BY APPR'D

PROGRAM MANAGER

ENVIROMENTAL

INDEX NO.

CENM

APPROVED

APPROVED

APPROVED

SIGNATURE

DATE

USING AGENCY

APPROVED

APPROVED

COMMUNICATIONS

OPERATIONS ENGINEERING

APPROVED

APPROVED

APPROVED

APPROVED

FIRE PREVENTION

SAFETY REPRESENTATIVE

DIR. BASE MED. SERVICE

PROJ. ENGR.

DRAWN BY TITLE

CONTENTS

APPROVED

SCALE

DATE

96 CEG/CEN

APPROVED

DEPUTY BASE CIVIL ENGINEER

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

SHEET OFFTFA

DESCRIPTION

SECURITY FORCES

APPROVED

ASUS

APPROVED

CHELCO

APPROVED

D

EU

SOJ

R E

G

ISTERE

R E

E

NIGNED

EPH

ER

IL

SI

U

OL

A

DIOL

F R

STATE OF

No. 54319

E T

ACFIT

C R

E

I

301 West Cervantes St. Tel. 850.429.1951301 West Cervantes St. Tel. 850.429.1951301 West Cervantes St. Tel. 850.429.1951301 West Cervantes St. Tel. 850.429.1951 Pensacola, FL 32501 Pensacola, FL 32501 Pensacola, FL 32501 Pensacola, FL 32501 Fax. 850.429.0158Fax. 850.429.0158Fax. 850.429.0158Fax. 850.429.0158

JOE DEREUIL ASSOCIATES, LLCJOE DEREUIL ASSOCIATES, LLCJOE DEREUIL ASSOCIATES, LLCJOE DEREUIL ASSOCIATES, LLC S T R U C T U R A L E N G I N E E R SS T R U C T U R A L E N G I N E E R SS T R U C T U R A L E N G I N E E R SS T R U C T U R A L E N G I N E E R SJDA

STATE OF FLORIDA STATE OF FLORIDA STATE OF FLORIDA STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515P.E. NO. 54319 / C.A. NO. 9515P.E. NO. 54319 / C.A. NO. 9515P.E. NO. 54319 / C.A. NO. 9515

JULY,2018

J. SUMRALL

L. DeREUIL

Hernandez Calhoun Design International Architecture ● Interior Design

RENOVATE

BUILDING 886

EGLIN, AFB,FLORIDA

17�1100 XXXX17AP

Hernandez Calhoun Design International Architecture ● Interior Design 17AP

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

JDA Job #: 17199JDA Job #: 17199JDA Job #: 17199JDA Job #: 17199

7/27/20187/27/20187/27/20187/27/2018

S-6

SECTIONS AND DETAILS

3/4" = 1'-0"S-6

2 CONCRETE RAMP SECTION

3/4" = 1'-0"S-6

1 DOCK LEVELER SECTION

3/4" = 1'-0"S-6

3 DOCK LEVELER SECTION

3/4" = 1'-0"S-6

4 TYPICAL ALUMINUM CANOPY COLUMN SLEEVE

3/4" = 1'-0"S-6

5 TYPICAL ALUMINUM CANOPY COLUMN

6"

1'&6 O.C.

2" C

LR

.8"

3"

CLR.

1 2 T

1 2 T

P

N A

C o n s tr u c tio n T e c h n o lo g ie s , I n c

. A ll ri g h ts r e s e rv e d . D ia m o n d D o w e l®

, A rm o r-

E d g e

, L o a d P la te

B a s k e t® a n d P

D

B a s k e t® a re r e g is te re d tr a d e m a rk s a n d

H y d ra

C u re a n d S q u a re

D o w e l C lip a re tr a d e m a rk s o f P N

A C o n s tr u c tio n

T e c h n o lo g ie s

, I n c . P ro d u c ts s h o w n m a y b e c o v e re d b y o n e o r m o re o f U .S

. p a te n ts

,7

,9

,3

,7

; G re a t B ri ta in p a te n t #

; M e x ic o p a te n t #

; N e w

Z e a la n d p a te n t #

; I n d ia p a te n t # a n d o th e r p e n d in g p a te n ts

SLOTS CUT USING COVEX

CV&9000 SAW FOR PLATES UP

TO 3/4" (20 MM) TO ENSURE

SAFE AND ACCURATE

INSTALLATION IN THE FIELD.

EXISTING SLAB

COVEX 3/8" DOWELS MANUFACTURED

FROM HOT&ROLLED STEEL CERTIFIED TO

MEET ASTM A36, CUT FULL&DEPTH AND

DEBURRED PER INDUSTRY GUIDELINES.

COVES DOWEL SYSTEM AS

MANUFACTURED BY PNA CONSTRUCTION

TECHNOLOGIES, INC. MARSHA MOORE

HARDING / SE TERRITORY MANAGER /

PNA / 678&576&1223.

SELECT OPTION BASED

ON AVAILABILITY OF

SAW AND DOWELS

OPTION 1

COVEX DOWEL

SPACED AS INDICATED

EXISTING SLAB

APPLY BOND BREAK

AGENT TO EXISTING SLAB

NEW SLAB

REINF. (SEE PLAN)

FIRST SLAB

PLACEMENT

SECOND SLAB

PLACEMENT

DIAMOND

DOWEL SYSTEM

1' &6

1'

&6

2" C

LR

8"

3"

CLR.

REINF.(SEE PLAN)

APPLY BOND BREAK

AGENT TO FIRST SLAB

REINF. (SEE PLAN)

3/4" x 4 1/2" SQUARE DIAMOND DOWEL

SYSTEM AS MANUFACTURED BY PNA

CONSTRUCTION TECHNOLOGIES, INC.

MARSHA MOORE HARDING / SE

TERRITORY MANAGER / PNA /

678&576&1223.

3/4" CHAMFER EACH FACE

CUT OR TERMINATE 50% OF

HORIZONTAL REINF. AT JOINT

CRACK INDUCED BY

CONTROL JOINT

3/4" CHAMFER EACH FACE

CUT OR TERMINATE 50% OF

HORIZONTAL REINF. AT JOINT

CRACK INDUCED BY

CONTROL JOINT

TYPICAL WALL CONTROL JOINT DETAIL

TYPICAL WALL CONSTRUCTION JOINT DETAIL

TYPICAL WALL REINF.

TYPICAL WALL REINF.

2" CLR. TYP.

2" CLR. TYP.

SINGLE LAYER OF REINF.

AS�BUILT

96 CEG, OFFICE FORM 002, FY2018

DATEREVISION BY APPR'D

PROGRAM MANAGER

ENVIROMENTAL

INDEX NO.

CENM

APPROVED

APPROVED

APPROVED

SIGNATURE

DATE

USING AGENCY

APPROVED

APPROVED

COMMUNICATIONS

OPERATIONS ENGINEERING

APPROVED

APPROVED

APPROVED

APPROVED

FIRE PREVENTION

SAFETY REPRESENTATIVE

DIR. BASE MED. SERVICE

PROJ. ENGR.

DRAWN BY TITLE

CONTENTS

APPROVED

SCALE

DATE

96 CEG/CEN

APPROVED

DEPUTY BASE CIVIL ENGINEER

SPEC. NO. PROJ. NO. DRAWING NO. FILE NO.

SHEET OFFTFA

DESCRIPTION

SECURITY FORCES

APPROVED

ASUS

APPROVED

CHELCO

APPROVED

D

EU

SOJ

R E

G

ISTERE

R E

E

NIGNED

EPH

ER

IL

SI

U

OL

A

DIOL

F R

STATE OF

No. 54319

E T

ACFIT

C R

E

I

301 West Cervantes St. Tel. 850.429.1951301 West Cervantes St. Tel. 850.429.1951301 West Cervantes St. Tel. 850.429.1951301 West Cervantes St. Tel. 850.429.1951 Pensacola, FL 32501 Pensacola, FL 32501 Pensacola, FL 32501 Pensacola, FL 32501 Fax. 850.429.0158Fax. 850.429.0158Fax. 850.429.0158Fax. 850.429.0158

JOE DEREUIL ASSOCIATES, LLCJOE DEREUIL ASSOCIATES, LLCJOE DEREUIL ASSOCIATES, LLCJOE DEREUIL ASSOCIATES, LLC S T R U C T U R A L E N G I N E E R SS T R U C T U R A L E N G I N E E R SS T R U C T U R A L E N G I N E E R SS T R U C T U R A L E N G I N E E R SJDA

STATE OF FLORIDA STATE OF FLORIDA STATE OF FLORIDA STATE OF FLORIDA

P.E. NO. 54319 / C.A. NO. 9515P.E. NO. 54319 / C.A. NO. 9515P.E. NO. 54319 / C.A. NO. 9515P.E. NO. 54319 / C.A. NO. 9515

JULY,2018

J. SUMRALL

L. DeREUIL

Hernandez Calhoun Design International Architecture ● Interior Design

RENOVATE

BUILDING 886

EGLIN, AFB,FLORIDA

17�1100 XXXX17AP

Hernandez Calhoun Design International Architecture ● Interior Design 17AP

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

JDA Job #: 17199JDA Job #: 17199JDA Job #: 17199JDA Job #: 17199

7/27/20187/27/20187/27/20187/27/2018

S-7

TYPICAL DETAILS

3/4" = 1'-0"S-7

1 TYPICAL DETAIL AT NEW SLABS TO EXISTING SLABS

3/4" = 1'-0"S-7

2 TYPICAL CONSTRUCTION JOINT DETAIL

3/4" = 1'-0"S-7

3 TYPICAL VERTICAL WALL CONTROL JONT DETAILS

Door Schedule

Mark Space

Door Frame Hardware

Remarks

Size Door Material

Door Type Glazing

Frame Material

Frame Type

Details Set Number

Keyside SpaceWidth Height Thick. Head Jamb Sill

Window/Louver Schedule

Mark

Window/Louver Frame

Remarks

Size Glazing Type Material

Details

Width Height Head Jamb Sill

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

ROOM FINISH SCHEDULE

ROOM

No. ROOM NAME

FLOOR BASE WALLS CEILING

REMARKS

MATERIAL COLOR MATERIAL COLOR

NORTH EAST SOUTH WEST

MATERIAL COLOR

MATERIAL COLOR MATERIAL COLOR MATERIAL COLOR MATERIAL COLOR

SIGNAGE SCHEDULE

# TYPE SIGN

SIZE

TEXT/

DESCRIPTION NOTES

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

AS-BUILT

RENOVATIONS TO

BUILDING 886

EGLIN AFB, FLORIDA

FACU

DISPLAY

MONACO

TRANSMISSION

SUPERVISING

STATION (SS)

EVAC

A U

D I O

V

I S

U A

L

T

R O

U B

L E

I N

D I C

A T

I O

N

B

Y

D

E V

I C

E

X M

I T

L A

R M

S

G

N A

L

P

U L L

S T

A T

I O

N

T

O

S

S

X M

O

U B

E

G

N A

L

T

O

S

S

F I R

E

A

L A

R

O B

E S

T H

R O

U G

H O

U T

G E

N

E

V A

C

M

E S

S A

G E

T H

R O

U G

H O

U T

MANUAL PULL STATION X

FIRE ALARM AC POWER FAILURE

FIRE ALARM SYSTEM LOW/MISSING BATTERY

ALARM SIGNALS

TROUBLE SIGNALS

SHORT CIRCUIT

OPEN CIRCUIT

GROUND FAULT

A U

D I O

V

I S

U A

L

A

L A

R M

I N

D I C

A T

I O

N

B

Y

D

E V

I C

E

X XX

X

X

X

X

X

X

X

X

X

X

X M

A

G

N A

L

W

A T

E R

F L O

W

T

O

S

S

X M

A

G

N A

L

S

M O

K E

D E

T E

C T

O

O

S

S

SUPERVISED COMPONENT FAILURE

SUPERVISING STATION CONNECTION FAULT

X

X

X

X X XXSMOKE DETECTOR - FACP

SPRINKLER SYSTEM WATERFLOW SWITCH X X X X

CARBON MONOXIDE DETECTOR X

X M

A

G

N A

L

C

A R

B O

N

M O

N O

X I D

E

T

O

S

S

X XX

SUPERVISORY SIGNALS

SPRINKLER SYSTEM TAMPER SWITCH

X M

M

P E

R

S

W I T

C H

S U

P E

R V

I S

O

Y

G

N A

L

T

O

S

S

A U

D I O

V

I S

U A

L

S

U P

E R

V I S

O R

Y

I N

D I C

A T

I O

N

B

Y

D

E V

I C

E

X X

BASE CIVIL ENGINEER

EGLIN AIR FORCE BASE, FLORIDA

AS-BUILT

RENOVATIONS TO

AS-BUILT

RENOVATIONS TO

D P R O J E C T

R e n o v a t e

B u i l d i n g

D W G P l u m b i n g P d w g

P M j o i n e r

D P R O J E C T

R e n o v a t e

B u i l d i n g

D W G M e c h M d w g

P M j o i n e r

AS-BUILT

RENOVATIONS TO

BUILDING 886

EGLIN AFB, FLORIDA

ELECTRICAL GENERAL NOTES ELECTRICAL LEGEND

E-001

AutoCAD SHX Text

DATE

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REVISION

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BY

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APPR'D

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PROGRAM MANAGER

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ENVIROMENTAL

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INDEX NO.

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CENM

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APPROVED

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APPROVED

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APPROVED

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SIGNATURE

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DATE

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USING AGENCY

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APPROVED

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APPROVED

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COMMUNICATIONS

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OPERATIONS ENGINEERING

AutoCAD SHX Text

APPROVED

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APPROVED

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APPROVED

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APPROVED

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FIRE PREVENTION

AutoCAD SHX Text

SAFETY REPRESENTATIVE

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DIR. BASE MED. SERVICE

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PROJ. ENGR.

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DRAWN BY

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TITLE

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CONTENTS

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SCALE

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DATE

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96 CEG/CEN

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APPROVED

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DEPUTY BASE CIVIL ENGINEER

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SPEC. NO.

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PROJ. NO.

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DRAWING NO.

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FILE NO.

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SHEET OF

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FTFA

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DESCRIPTION

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SECURITY FORCES

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APPROVED

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ASUS

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APPROVED

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CHELCO

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APPROVED

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FTFA

AutoCAD SHX Text 17-1100

AutoCAD SHX Text

17AP

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17AP

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JULY, 2018

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KAUNITZ

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BAGWELL

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AS NOTED

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AutoCAD SHX Text No. 59251

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STATE OF

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1. ENTIRE ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST ACCEPTED EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES. ENTIRE ELECTRICAL INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST ACCEPTED EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES. 2. ALL ELECTRICAL WORK AND MATERIALS USED IN THIS PROJECT SHALL BE NEW, UNDERWRITERS' LABORITORIES (UL) LISTED AND LABELED, AND SHALL BE FURNISHED AND ALL ELECTRICAL WORK AND MATERIALS USED IN THIS PROJECT SHALL BE NEW, UNDERWRITERS' LABORITORIES (UL) LISTED AND LABELED, AND SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR UNLESS NOTED OTHERWISE. 3. CONDUIT ROUTINGS AND DEVICE/EQUIPMENT LOCATIONS SHOWN ARE DIAGRAMMATIC ONLY, CONTRACTOR SHALL FIELD ROUTE AND LOCATE AS REQUIRED. CONDUIT ROUTINGS 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. 4. THE CONDUIT SYSTEMS UTILIZED SHALL BE AS FOLLOWS: 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 LESS THAN 2" IN DIAMETER (ID) - ELECTRIC METALLIC TUBING (EMT) UNLESS NOTED OTHERWISE. D) INTERIOR OF BUILDING CONDUITS 2" IN DIAMETER (ID) OR GREATER - RIGID STEEL CONDUIT (RSC) UNLESS NOTED OTHERWISE. E) EXTERIOR OF BUILDING EXPOSED ABOVE FINISHED GRADE - RIGID STEEL CONDUIT (RSC) UNLESS NOTED OTHERWISE. F) FINAL 36" OF CONDUIT CONNECTED TO MOTORS AND DRY TYPE TRANSFORMERS - LIQUIDTIGHT FLEXIBLE CONDUIT (LFMC). 5. ALL NEW CONDUITS RUN UNDERGROUND SHALL HAVE A MINIMUM BURIAL DEPTH OF 36" UNLESS NOTED OTHERWISE. ALL NEW CONDUITS RUN UNDERGROUND SHALL HAVE A MINIMUM BURIAL DEPTH OF 36" UNLESS NOTED OTHERWISE. 6. NEW CONDUITS LEAVING OR ENTERING BUILDING SHALL BE SEALED PER N.E.C. TO PREVENT ENTRANCE OF MOISTURE. NEW CONDUITS LEAVING OR ENTERING BUILDING SHALL BE SEALED PER N.E.C. TO PREVENT ENTRANCE OF MOISTURE. 7. PAINT ALL NEW EXPOSED SURFACE RUN CONDUITS TO MATCH COLOR OF SURFACE UPON WHICH THEY ARE PLACED. PAINT ALL NEW EXPOSED SURFACE RUN CONDUITS TO MATCH COLOR OF SURFACE UPON WHICH THEY ARE PLACED. 8. FURNISH 1/4" NYLON PULL ROPE IN ALL EMPTY CONDUITS FOR PULLING OF CONDUCTORS/CABLES. FURNISH 1/4" NYLON PULL ROPE IN ALL EMPTY CONDUITS FOR PULLING OF CONDUCTORS/CABLES. 9. PROVIDE RIGID PLASTIC INSULATED BUSHING ON END OF ALL TELECOMMUNICATIONS AND CABLE TV CONDUIT STUB-OUTS. PROVIDE RIGID PLASTIC INSULATED BUSHING ON END OF ALL TELECOMMUNICATIONS AND CABLE TV CONDUIT STUB-OUTS. 10. COORDINATE LOCATIONS OF ALL NEW ELECTRICAL EQUIPMENT, DEVICES, OUTLETS, FIXTURES, ETC., WITH ARCHITECTURAL PLANS, ELEVATIONS AND REFLECTED CEILING PLANS COORDINATE LOCATIONS OF ALL NEW ELECTRICAL EQUIPMENT, DEVICES, OUTLETS, FIXTURES, ETC., WITH ARCHITECTURAL PLANS, ELEVATIONS AND REFLECTED CEILING PLANS PRIOR TO ROUGH-IN WORK. 11. WHERE CONFLICTS OCCUR ON ELECTRICAL DRAWINGS BETWEEN DRAWINGS, SPECIFICATIONS AND CODES, THE MOST STRINGENT REQUIREMENT THAT APPLIES SHALL BE WHERE CONFLICTS OCCUR ON ELECTRICAL DRAWINGS BETWEEN DRAWINGS, SPECIFICATIONS AND CODES, THE MOST STRINGENT REQUIREMENT THAT APPLIES SHALL BE ADHERED TO. 12. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY WORK AND SHALL IMMEDIATELY NOTIFY THE GOVERNMENT INSPECTOR OF ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BEGINNING ANY WORK AND SHALL IMMEDIATELY NOTIFY THE GOVERNMENT INSPECTOR OF ANY DESCREPANCIES. FAILURE TO DO SO INDICATES THAT THE CONTRACTOR ACCEPTS THE CONDITIONS AS THEY EXIST AND SHALL PERFORM THE WORK AS SHOWN AND SPECIFIED. 13. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION. REFER TO MECHANICAL AND PLUMBING DRAWINGS FOR EXACT LOCATION AND SIZE 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. 14. PROVIDE A 6'-0" MAXIMUM FLEXIBLE CONNECTION FROM EACH RECESSED LIGHTING FIXTURE TO OUTLET BOX ABOVE CEILING. SEE "TYPICAL FIXTURE INSTALLATION DETAIL", PROVIDE A 6'-0" MAXIMUM FLEXIBLE CONNECTION FROM EACH RECESSED LIGHTING FIXTURE TO OUTLET BOX ABOVE CEILING. SEE "TYPICAL FIXTURE INSTALLATION DETAIL", SHEET E-002. 15. ALL NEW OUTLET BOXES FOR MOUNTING LIGHTING FIXTURES SHALL BE MINIMUM 4" SQUARE OR OCTAGONAL X 1 1/2" DEEP UNLESS NOTED OTHERWISE. ALL NEW OUTLET BOXES FOR MOUNTING LIGHTING FIXTURES SHALL BE MINIMUM 4" SQUARE OR OCTAGONAL X 1 1/2" DEEP UNLESS NOTED OTHERWISE. 16. ALL OUTLET BOXES FOR NEW RECEPTACLES SHALL BE 4" SQUARE X 1 1/2" DEEP UNLESS NOTED OTHERWISE. ALL OUTLET BOXES FOR NEW RECEPTACLES SHALL BE 4" SQUARE X 1 1/2" DEEP UNLESS NOTED OTHERWISE. 17. VERIFY ALL DOOR SWINGS WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGHING IN FOR SWITCHES. VERIFY ALL DOOR SWINGS WITH ARCHITECTURAL DRAWINGS PRIOR TO ROUGHING IN FOR SWITCHES. 18. NEW WALL OUTLETS SHALL NOT BE INSTALLED BACK TO BACK. NEW WALL OUTLETS SHALL NOT BE INSTALLED BACK TO BACK. 19. ALL NEW PANELBOARDS AND SAFETY SWITCH DISCONNECTS SHALL BE FURNISHED WITH LAMINATED PLASTIC NAMEPLATES. NAMEPLATES SHALL BE MELAMINE PLASTIC, 0.125" ALL NEW PANELBOARDS AND SAFETY SWITCH DISCONNECTS SHALL BE FURNISHED WITH LAMINATED PLASTIC NAMEPLATES. NAMEPLATES SHALL BE MELAMINE PLASTIC, 0.125" 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. 20. WORKING SPACE OF 36" FOR 208/120 VOLT SYSTEMS SHALL BE MAINTAINED IN FRONT OF ALL ELECTRICAL PANELS AND DEVICES. WORKING SPACE OF 36" FOR 208/120 VOLT SYSTEMS SHALL BE MAINTAINED IN FRONT OF ALL ELECTRICAL PANELS AND DEVICES. 21. NEW SAFETY SWITCH DISCONNECTS SHALL BE MOUNTED AT 48" A.F.F. TO CENTER AND SHALL HAVE 3'-0" MIN.