C FUSELAGE TRAINER DEFINITIVE DESIGN (PROJECT NO ... · m-001 mechanical legend and abbreviations...

51

D

2 3

C

4

A

B

CO

PYR

IGH

T C

20

13 B

UR

NS

AND

MC

DO

NN

ELL

ENG

INEE

RIN

G C

OM

PAN

Y, IN

C.

6 7 8 9

E

F

FILE:DATE:

Mobile District

APRIL 2013

DEFINITIVE SUBMITTAL SOLICITATION NO. (TO BE DETERMINED)CADD CODE:

COUNTYSTATE

FOR REVIEW ONLY

4/10/2013 11:46:34 AM

FUSELAGE TRAINERDEFINITIVE DESIGN(PROJECT NO. AMC140001-FUT)BASE X, CONUS

MB13EP14

BURNS & McDONNELL9400 WARD PARKWAYKANSAS CITY, MO 64114(816) 333-9400

51

D

2 3

C

4

A

B

CO

PYR

IGH

T C

20

13 B

UR

NS

AND

MC

DO

NN

ELL

ENG

INEE

RIN

G C

OM

PAN

Y, IN

C.

6 7 8 9

E

F

FILE:DATE:

U.S. ARMY ENGINEER DISTRICTCORPS OF ENGINEERS

MOBILE, ALABAMA

NOT FOR CONSTRUCTIONDEFINITIVE DESIGN

4/15/2013 4:33:36 PM

KC-46A FUSELAGE TRAINERDEFINITIVE DESIGN

BASE X, CONUS

4/17/2013

SHT.NO. ARCHITECTURAL

A-001 ARCHITECTURAL LEGEND/ABBREVIATION AND GENERAL NOTESA-101 LIFE SAFETY PLANA-111 FLOOR PLANA-121 REFLECTED CEILING PLANA-130 ROOF PLANA-200 EXTERIOR BUILDING ELEVATIONSA-201 EXTERIOR BUILDING ELEVATIONSA-300 BUILDING SECTIONSA-310 WALL SECTIONSA-400 ENLARGED BREAK ROOM / TOILET PLAN & ELEVATIONSA-421 OUTDOOR CARGO SUPPORT STRUCTURE PLANA-422 OUTDOOR CARGO SUPPORT STRUCTURE ELEVATIONSA-600 ROOM FINISH SCHEDULEA-610 DOOR SCHEDULEA-611 DOOR DETAILSA-620 WINDOW SCHEDULEA-621 WINDOW DETAILSA-630 LOUVER SCHEDULE AND DETAILSA-631 LOUVER DETAILSA-701 FURNITURE PLANA-711 SIGNAGE SCHEDULE & DETAILSA-800 PERSPECTIVESA-820 TYPICAL ACCESSIBILITY DETAILSA-830 PARTITION TYPESA-831 PARTITION TYPES DETAILSA-840 TYPICAL PENETRATION DETAILSA-850 MISCELLANEOUS DETAILSA-851 MISCELLANEOUS DETAILSA-852 MISCELLANEOUS DETAILS

SHT.NO. CIVIL

CS100 CONCEPT SITE PLAN

SHT.NO. STRUCTURAL

S-001 GENERAL NOTESS-002 GENERAL NOTESS-003 LEGEND & ABBREVIATIONSS-004 STATEMENT OF SPECIAL INSPECTIONSS-005 SNOW DRIFT AND WIND LOADING ISO DIAGRAMS-006 STANDARD FOUNDATION DETAILSS-007 STANDARD CONCRETE DETAILSS-008 STANDARD SLAB ON GRADE DETAILSS-009 STANDARD STEEL DETAILSS-010 STANDARD JOIST DETAILSS-011 STANDARD ELEVATED DECK DETAILSS-012 STANDARD BRACING DETAILSS-013 EXTERIOR STUD WALL WALL DETAILSS-014 STANDARD MASONRY VENEER DETAILSS-015 TYPICAL ATFPS-100 FOUNDATION AND SLAB ON GRADE PLANS-101 ROOF FRAMING PLANS-102 HIGH ROOF FRAMING PLANS-200 FRAMING ELEVATIONS-201 FRAMING ELEVATIONS-202 FRAMING ELEVATIONS-300 FOUNDATION DETAILSS-400 OUTDOOR CARGO SUPPORT FOUNDATION AND SLAB PLANS-500 FRAMING DETAILS

SHT.NO. ELECTRICAL

E-001 ELECTRICAL SYMBOLS LEGEND - 1 OF 2E-002 ELECTRICAL SYMBOLS LEGEND - 2 OF 2E-101 ELECTRICAL POWER PLAN FIRST FLOORE-111 ELECTRICAL LIGHTING PLAN FIRST FLOORE-421 CARGO SUPPORT STRUC. POWER & LIGHTINGE-501 ELECTRICAL DETAILSE-502 ELECTRICAL DETAILSE-611 LIGHT FIXTURE SCHEDULEE-701 ELECTRICAL ONE-LINE DIAGRAMT-001 TELECOMMUNICATIONS LEGENDT-101 TELECOMMUNICATIONS PLAN FIRST FLOORT-501 TELECOMMUNICATIONS DETAILST-502 TELECOMMUNICATIONS DETAILST-701 TELECOMMUNICATIONS SCHEDULE/RISER

SHT.NO. MECHANICAL

M-001 MECHANICAL LEGEND AND ABBREVIATIONSM-101 MECHANICAL HVAC PLANM-501 MECHANICAL DETAILSM-502 MECHANICAL DETAILSM-503 MECHANICAL DETAILSM-504 MECHANICAL DETAILSM-505 MECHANICAL DETAILSM-601 MECHANICAL SCHEDULESM-602 MECHANICAL SCHEDULESM-701 MECHANICAL CONTROL DIAGRAMSP-001 PLUMBING LEGEND AND ABBREVIATIONSP-102 PLUMBING PLANP-401 ENLARGED PLUMBING PLANP-501 PLUMBING DETAILSP-502 PLUMBING DETAILSP-601 PLUMBING SCHEDULESP-901 DOMESTIC WATER RISER DIAGRAMSP-902 WASTE AND VENT RISER DIAGRAMS

SHT.NO. FIRE PROTECTION

FA-001 FIRE ALARM SYMBOLS, LEGEND AND ABBREVIATIONSFA-101 FIRE ALARM AND MASS NOTIFICATION PLANFA-501 FIRE ALARM DETAILSFA-601 FIRE ALARM RISERFA-602 FIRE ALARM MATRIXFP-001 FIRE SUPPRESSION RISERS, NOTES AND SYMBOLSFP-101 FIRE SUPPRESSION PLAN

XX

X X X

XX

X

BU

RN

S &

M

cD

ON

NE

LL

94

00

W

AR

D P

AR

KW

AY

KA

NS

AS

C

IT

Y, M

O 6

41

14

(8

16

) 3

33

-9

40

0

US ARMY CORPS

OF ENGINEERS ®

51

D

2 3

C

4

A

B

DA

TE

AP

PR

.

DR

AW

IN

G C

OD

E:

DR

AW

N B

Y:

DE

SIG

NE

D B

Y:

DA

TE

:

CH

EC

KE

D B

Y:

SC

AL

E:

SHEET

REFERENCE

NUMBER:

COPYRIGHT © 2013 BURNS AND MCDONNELL ENGINEERING COMPANY, INC.

SHEET OF

6 7 8 9

DA

TE

DE

SC

RIP

TIO

NS

YM

BO

L

RE

VIS

IO

NS

E

F

FILE:

DATE:

U.S

. A

RM

Y E

NG

IN

EE

R D

IS

TR

IC

T

CO

RP

S O

F E

NG

IN

EE

RS

MO

BIL

E, A

LA

BA

MA

PR

OJE

CT

E

NG

IN

EE

R/A

RC

HIT

EC

T

MOBILE DISTRICT

NOT FOR CONSTRUCTION

DEFINITIVE DESIGN

A. M

AS

HE

K

C. F

RA

NZ

EN

R. B

AR

UT

H

4/1

7/2

01

3

AS

IN

DIC

AT

ED

EP

14

CS

10

0

CS100

CO

NC

EP

T S

IT

E P

LA

N

Da

te

S

ig

ne

d

2/14/2013 2:25:44 PM

EP14CS100.DWG

DS

G

KC-4

6A F

USEL

AGE

TRAI

NER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

1308' ± TO RUNWAY

CENTERLINE

(SEE NOTE 3)

75' ATFP SETBACK

(SEE NOTE 1)

50' FIRE STANDOFF

(SEE NOTE 4)

17 POV PARKING SPACES

(SEE NOTE 10)

24.00'

18.00'

(T

YP

) 9.00'

(TYP)

75' A

TF

P S

ET

BA

CK

(S

EE

N

OT

E 1)

50' F

IR

E S

TA

ND

OF

F

(S

EE

N

OT

E 4)

COVERED LOADING

DOCK STRUCTURE

CONCRETE

HARDSTAND

AREA

DUMPSTER PAD

AND SCREEN WALL

(SEE NOTE 1-B)

6.00'

8.00'

R

5

.

0

0

'

(

T

Y

P

3

)

(

T

Y

P

2

)

134.00'

127.00'

42.00'

60.00'

58.00'

R

8

.

0

0

'

(

T

Y

P

4

)

VEHICULAR

TRAFFIC BARRIER

STOP SIGN

HANDICAP ACCESSIBLE

PARKING SIGN (TYP 2)

HANDICAP

ACCESSIBLE

RAMP

28.00'

LEGEND:

CURB AND GUTTER

CONCRETE PARKING LOT AND ROADWAY

CONCRETE SIDEWALK

CHAINLINK SECURITY FENCE

REMOVABLE BOLLARD

TRAFFIC SIGN

SEE

NOTE 9

SEE NOTE 7

SEE NOTE 7

CHAINLINK SECURITY FENCE

(SEE NOTE 5)

SLIDING

VEHICULAR GATE

(SEE NOTE 5)

CURB AND GUTTER

1. CONCEPTUAL SITE PLAN BASED UPON ATFP REQUIREMENTS DESCRIBED IN

UFC 4-010-01 (FEB 2012).

A. SITE ATFP SETBACK IS BASED UPON A INHABITED GATHERING FACILITY

WITH METAL STUDS/BRICK VENEER NON LOAD BEARING WALLS.

B. ALL SCREEN WALLS OR FENCING IN MECHANICAL EQUIPMENT YARDS

AND TRASH ENCLOSURES SHALL BE REVIEWED AND COORDINATED WITH

BASE STANDARDS UPON SITE SELECTION.

2. CONCEPTUAL DOES NOT INCLUDE STORM WATER DETENTION. THIS SHALL BE

REVIEWED AND COORDINATED UPON SITE SELECTION.

3. IMAGINARY SURFACE DISTANCE BASED ON A 44' TALL BUILDING HEIGHT AT 7:1

SLOPE RATIO. 1000' FROM CLASS B RUNWAY CENTERLINE PER UFC 3-260-01,

TRANSVERSE SECTION: FIGURE 3-15 (NOV 2008).

4. FIRE STANDOFF OF EXISTING BUILDING ADJACENT TO THE SITE MUST BE

EVALUATED AS PART OF THE SITE SELECTION PER UFC 3-600-01 (SEPT 2006).

BASE AHJ SHALL DETERMINE FINAL FIRE SETBACKS AND CLEARANCES.

5. SECURITY FENCE LIMITS AND REQUIREMENTS SHALL BE BY BASE SECURITY

FORCES.

6. APPROXIMATE 2.75 ACRE SITE FOOTPRINT.

7. PAVEMENT SHOWN AS PORTLAND CEMENT CONCRETE FOR ALL PARKING

LOTS AND ROADWAYS FOR HEAT ISLAND EFFECTS PER UFC 1-200-02 (MARCH

2013). FINAL PAVEMENT TYPE SHALL BE COORDINATED UPON SITE

SELECTION.

8. PROVIDE EXTERIOR LED LIGHTING FOR ALL FACILITY PARKING AND VEHICLE

AREAS IN ACCORDANCE WITH UFC 3-530-01, AFETL 12-15 AND SECTION 26 56

00. EXTERIOR LIGHTING POWER DENSITIES SHALL BE AT LEAST 30% LESS

THAN REQUIRED BY ASHRAE 90.1 (PER EPACT 2005). EXTERIOR LIGHTS SHALL

BE 277 VOLTS AND POWERED FROM A PANELBOARD INSIDE THE FIRST FLOOR

MAIN ELECTRICAL ROOM. EXTERIOR LIGHTING CIRCUITS SHALL BE

PHOTOCELL CONTROLLED VIA THE BUILDING RELAY CONTROL PANEL.

PROVIDE 2-INCH MINIMUM PVC CONDUIT BURIED 18-INCHES BELOW GRADE

FOR EXTERIOR LIGHTING CIRCUITS.

9. AT THE TRAFFIC ARM, PROVIDE A PEDESTAL FOR INTERCOM AND CARD

READER ON DRIVER SIDE OF ROADWAY. PEDESTAL INTERCOM STATION

SHALL INCLUDE PUSH-TO-TALK BUTTON WITH MICROPHONE/SPEAKER AND

CAMERA AT PEDESTAL. REMOTE INTERCOM STATION SHALL INCLUDE

PUSH-TO-TALK BUTTON WITH MICROPHONE/SPEAKER AND CAMERA DISPLAY.

DETERMINE REMOTE INTERCOM STATION LOCATION WITH BASE SECURITY.

PROVIDE A CONDUIT FROM THE REMOTE INTERCOM STATION TO THE

PEDESTAL INTERCOM STATION. PROVIDE A SEPARATE CONDUIT FROM THE

ACCESS CONTROL PANEL LOCATION IN THE MAIN ELECTRICAL ROOM TO THE

PEDESTAL. CONDUITS SHALL BE 1 1/2-INCH PVC CONDUIT BURIED 18-INCHES

BELOW GRADE. ROUTE ALL CONDUITS TO COMMON HANDHOLE NEAR

PEDESTAL. CONFIRM REQUIREMENTS WITH BASE SECURITY.

10. BOLLARDS AND BARRIERS SHALL MEET REQUIREMENTS DESCRIBED IN UFC

4-010-01 (FEB 2012).

11. ALL PARKING SHALL MEET REQUIREMENTS DESCRIBED IN MIL-HDBK-1190,

TABLE 3.1 (SEPT 1987).

12. SEE DESIGN ANALYSIS FOR ADDITIONAL DETAILS.

DEFINITIVE DESIGN NOTES

MECHANICAL

EQUIPMENT YARD

(SEE NOTE 1-B)

10' WIDE

VEHICULAR

SIDEWALK

1

0

.

0

0

'

2

3

.

0

0

'

GENERAL NOTES:1. GENERAL:

A. THESE NOTES, AND OTHER DRAWING NOTES CONTAINED WITHIN, ARE PROVIDEDTO MEET SPECIFIC REQUIREMENTS AND TO SUPPLEMENT THE CONTRACTSPECIFICATIONS. THESE NOTES NEITHER REPLACE NOR OVERRIDE THEPROVISIONS AND REQUIREMENTS OF THE CONTRACT SPECIFICATIONS.

B. CONTRACTOR SHALL COORDINATE ALL STRUCTURAL WORK WITH WORK SHOWNON ALL OTHER DRAWINGS.

C. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF EXISTING CONSTRUCTION ANDREPORT ANY DISCREPANCIES FROM THE CONTRACT DRAWINGSTO THE CONTRACTING OFFICER PRIOR TO COMMENCINGWITH WORK. SCALING OF WORKING DIMENSIONS FROM THE STRUCTURALDRAWINGS IS PROHIBITED.

D. CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHEDSTRUCTURE. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODSOF CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, SHORING AND TEMPORARYBRACING. CONTRACTOR SHALL UNDERTAKE ALL NECESSARY MEASURES TO ENSURESAFETY OF ALL PERSONS AND STRUCTURES AT THE SITE AND ADJACENT TO THE SITE.VISITS TO THE SITE BY THE CONTRACTING OFFICER OR THE ENGINEER SHALL NOTRELIEVE THE CONTRACTOR OF SUCH RESPONSIBILITY.

E. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE CONTRACTDRAWINGS OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAMECHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR, WITHTHE APPROVAL OF THE CONTRACTING OFFICER. WHERE SECTIONS VARY,CONTRACTOR SHALL PROVIDE FOR SMOOTH TRANSITIONS BETWEEN THEM, UNLESSNOTED OTHERWISE.

F. ALL PRODUCTS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURERS'WRITTEN INSTRUCTIONS AND RECOMMENDATIONS, UNLESS NOTED OTHERWISE.

G. ELEVATION 100'-0" CORRESPONDS TO MSL ELEVATION PER CIVIL DRAWINGS.

2. DESIGN STANDARDSA. PRINCIPAL CODE OF RECORD: INTERNATIONAL BUILDING CODE 2009 AS MODIFIED

BY UFC 1-200-01 AND UFC 3-301-01.B. ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2005.C. ACI 318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2008.D. ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY

STRUCTURES, 2008.E. AISC STEEL CONSTRUCTION MANUAL, 13th EDITION, 2005.F. AISI COLD-FORMED STEEL DESIGN MANUAL, 2007.

E. SNOW LOAD1. GROUND SNOW LOAD: 25 PSF.2. SLOPED-ROOF SNOW LOAD: 20 PSF.3. EXPOSURE FACTOR: 0.9.4. IMPORTANCE FACTOR: 1.0.5. THERMAL FACTOR: 1.0.

F. WIND LOAD1. BASIC WIND SPEED: 90 MPH.2. IMPORTANCE FACTOR: 1.0.3. EXPOSURE CATEGORY: C.4. BUILDING CONDITION: ENCLOSED.5. TOPOGRAPHIC FACTOR: 1.0.6. DESIGN PRESSURES FOR COMPONENTS AND CLADDING OF ROOF ARE INDICATED

ON DRAWING S-005.G. SEISMIC LOAD

1. MAXIMUM CONSIDERED EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS Ss = .140, S1 = .050.2. DESIGN EARTHQUAKE SPECTRAL RESPONSE ACCELERATIONS Sds = .094, Sd1 = .034.3. IMPORTANCE FACTOR: 1.0.4. SITE CLASS: C.5. SEISMIC DESIGN CATEGORY: A.6. BASIC SEISMIC FORCE RESISTING SYSTEM: STEEL SYSTEMS NOT SPECIFICALLY DETAILED

FOR SEISMIC RESISTANCE.7. RESPONSE MODIFICATION FACTOR: R = 3.8. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE.

5. GEOTECHNICAL INFORMATIONA. SOURCE: ESTIMATED.B. SITE PREPARATION

1. EXCAVATION, FILL, AND BACKFILL SHALL BE IN ACCORDANCE WITH THE CONTRACTDRAWINGS AND SPECIFICATIONS, DIVISION 31.

2. CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER WHEN LOOSEOR SOFT SOILS ARE EXPOSED WHERE SLABS, MATS, OR FOOTINGS ARE TO BE PLACEDSO THAT A DETERMINATION MAY BE MADE REGARDING IMPROVEMENT OF THISPOTENTIALLY UNDESIRABLE CONDITION.

C. SOIL CHARACTERISTICS1. UNIT WEIGHT: 120 PCF.2. WATER TABLE DEPTH: 20 FT.

D. LATERAL EARTH PRESSURE1. AT-REST CONDITION, Ko: 65 PCF, EQUIVALENT FLUID.2. ACTIVE CONDITION, Ka: 50 PCF, EQUIVALENT FLUID.3. PASSIVE CONDITION, Kp: 200 PCF, EQUIVALENT FLUID.

E. SLAB, MAT, AND FOOTING DESIGN PARAMETERS1. MODULUS OF SUBGRADE REACTION: 100 PCI.2. ALLOWABLE BEARING CAPACITIES

a. GRAVITY LOADS: 2000 PSF.b. TRANSIENT LOADS: 2500 PSF.

3. FROST DEPTH: 38".4. CONCRETE-SOIL COEFFICIENT OF FRICTION: .35.5. MINIMUM STABILITY FACTORS OF SAFETY

a. OVERTURNING: 1.5.b. UPLIFT: 1.5.c. SLIDING: 1.5.

3. FORMWORKa. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, ENGINEERING, STRUCTURAL

ADEQUACY, AND CONSTRUCTION OF ALL CONCRETE FORMWORK IN ACCORDANCEWITH THE CONTRACT SPECIFICATIONS.

b. COORDINATE ALL CONCRETE WORK WITH THE PLACEMENT OF PIPING, INSERTS,FLOOR DRAINS, AND OTHER EMBEDDED ITEMS INDICATED ON THE CONTRACTDRAWINGS OR IN THE CONTRACT SPECIFICATIONS.

c. ALL NEW OR EXISTING PIPING OR UTILITIES PASSING THROUGH NEW CONCRETESHALL BE SLEEVED 1/2" CLEAR ALL AROUND, UNLESS NOTED OTHERWISE.(SEE OTHER DISCIPLINE DRAWINGS FOR SLEEVE DETAILS. CONTRACTOR SHALLPROVIDE MEASURES TO ENSURE THAT SLEEVES REMAIN FREE OF DEBRIS AND WATERDURING CONSTRUCTION.)

d. PROVIDE 3/4" CHAMFER STRIPS ON ALL EDGES OF EXPOSED CONCRETE, UNLESSNOTED OTHERWISE.

e. WITH THE EXPLICIT PRIOR APPROVAL IN WRITING OF THE CONTRACTING OFFICER,COLUMN AND WALL FOOTINGS MAY BE EARTH-FORMED USING UNDISTURBEDNATIVE SOIL. PROVIDE A MINIMUM EXCAVATION WIDTH 4" GREATER THANINDICATED, AND A DEPTH 2" GREATER THAN INDICATED.

4. REINFORCING STEELa. BARS: ASTM A615 GRADE 60.b. WELDED WIRE FABRIC: ASTM A185.c. ALL CONCRETE SHALL BE REINFORCED UNLESS SPECIFICALLY MARKED "NOT

REINFORCED" OR "UNREINFORCED".d. CONTRACTOR SHALL DETAIL AND PLACE ALL REINFORCEMENT IN ACCORDANCE WITH

ACI SP-66, ACI 301, ACI 318, AND CRSI MANUAL OF STANDARD PRACTICE.e. MINIMUM CONCRETE CLEAR COVER OVER REINFORCEMENT SHALL BE AS FOLLOWS,

UNLESS NOTED OTHERWISE:(1) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3".(2) CONCRETE EXPOSED TO EARTH OR WEATHER: #6 THROUGH #11 BARS - 2"; #5

AND SMALLER BARS, WELDED WIRE FABRIC - 1 1/2".(3) CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND:

SLABS AND WALLS - 3/4"; BEAMS AND COLUMNS, PRIMARY REINFORCEMENT, TIES,STIRRUPS, SPIRALS - 1 1/2".

f. EMBEDMENT AND LAP SPLICE LENGTHS FOR ALL REINFORCING STEEL BARS SHALLCONFORM TO THE FOLLOWING PROVISIONS, UNLESS NOTED OTHERWISE.(1) MINIMUM STRAIGHT EMBEDMENT LENGTHS:

(a) #3 - 11" #6 - 22" #9 - 41"(b) #4 - 15" #7 - 32" #10 - 46"(c) #5 - 18" #8 - 36" #11 - 51"

(2) MINIMUM LAP SPLICE LENGTHS:(a) #3 - 14" #6 - 28" #9 - 53"(b) #4 - 19" #7 - 41" #10 - 59"(c) #5 - 24" #8 - 47" #11 - 66"

(3) MINIMUM HOOK EMBEDMENT LENGTHS:(a) #3 - 8" #6 - 15" #9 - 22"(b) #4 - 10" #7 - 17" #10 - 25"(c) #5 - 12" #8 - 19" #11 - 27"

(4) HORIZONTAL BARS HAVING MORE THAN 12" OF CONCRETE PLACED BELOW THEMSHALL BE CONSIDERED TOP REINFORCEMENT AND SHALL HAVE MINIMUM STRAIGHTEMBEDMENT AND LAP SPLICE LENGTHS INCREASED BY NOT LESS THAN 30% OVERTHOSE GIVEN ABOVE.

(5) HOOK EMBEDMENT IS THE MINIMUM STRAIGHT LINE DISTANCE FROM THE CRITICALSECTION OF THE BAR TO THE FARTHEST EDGE OF THE HOOK.

(6) EPOXY GROUT: CONFORM TO ASTM C881, TYPE IV, GRADE 3, EXCEPT GEL TIMES.PROVIDE MINIMUM EMBEDMENT LENGTH REQUIRED TO DEVELOP ULTIMATE STRENGTHOF BAR.

g. PROVIDE ADDITIONAL REINFORCEMENT AT ALL OPENINGS AND CORNER BARS AT ALLINTERSECTING GRADE BEAMS, WALLS, AND CURBS IN ACCORDANCE WITH THE STANDARDDETAILS ON DRAWING S-007 AND S-008, UNLESS NOTED OTHERWISE.

3. SPECIAL INSPECTIONS: SEE STATEMENT OF SPECIAL INSPECTIONS ON DRAWING S-004.4. DESIGN LOADS

A. OCCUPANCY CLASSIFICATION : CATEGORY III PER UFC 3-301-01.B. ESTIMATED COLLATERAL LOADS

1. CEILINGS: 3 PSF.2. DUCTWORK: 4PSF.3. FIRE PROTECTION PIPING: 3PSF.4. LIGHTING AND ELECTRICAL: 2PSF.

C. LIVE LOADS1. FLOOR LIVE LOAD

a. UNIFORM: 100PSF.b. 3-TON FORK LIFT IN FUSELAGE BAY.

2. ROOF LIVE LOADa. UNIFORM, ELSEWHERE: 20 PSF.b. CONCENTRADED, CONCURRENT WITH UNIFORM LOAD: 300 LBS AT ANY POINT.

3. FLOOR AND ROOF LIVE LOAD REDUCTION IS PERMITTED IN ACCORDANCE WITHIBC AND ASCE 7.

D. EQUIPMENT LOADS1. AS INDICATED FOR EQUIPMENT WEIGHING IN EXCESS OF 250 LBS. FRAMING AND

FOUNDATIONS ARE DESIGNED FOR EQUIPMENT WHICH SATISFIES THE CONTRACTSPECIFICATIONS.

2. IF EQUIPMENT FURNISHED IS HEAVIER THAN THE WEIGHTS INDICATED, ORREQUIRES STRUCTURAL CHANGES FOR ANY OTHER REASON, CONTRACTOR SHALLPROVIDE ENGINEERING DESIGN CALCULATIONS AND ADDITIONAL STRUCTURALWORK NECESSARY TO SUPPORT ALL LOADS IN ACCORDANCE WITH THE DESIGNSTANDARDS SPECIFIED ABOVE, AT NO ADDITIONAL COST TO THE GOVERNMENTAND WITH NO INCREASE IN CONTRACT TIME.

6. MATERIALS: SEE THE CONTRACT SPECIFICATIONS FOR COMPLETE REQUIREMENTSAND COMPLY WITH ALL APPLICABLE OSHA REGULATIONSA. REINFORCED CONCRETE: SECTIONS 03 11 13.00 10, 03 15 00.00 10, 03 20 00.00 10, AND 03 30 00.00 10

1. REINFORCED CONCRETE SHALL BE PREPARED AND PLACED INACCORDANCE WITH ACI MANUAL OF CONCRETE PRACTICE.

2. CONCRETEa. UNLESS NOTED OTHERWISE: MINIMUM 28-DAY COMPRESSIVE STRENGTH

f'c = 4000 PSI, NORMAL WEIGHT.

6. MATERIALS: (CONT)5. JOINTS

a. LOCATE ALL CONSTRUCTION, CONTRACTION, ISOLATION, EXPANSION, AND OTHER JOINTSAS INDICATED OR SPECIFIED, OR OTHERWISE APPROVED BY THE CONTRACTING OFFICER.

b. SURFACES OF ALL HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS SHALL BE CLEANEDOF LAITANCE AND SHALL EXPOSE CLEAN COARSE AGGREGATE SOLIDLY EMBEDDED INMORTAR MIX. JUST PRIOR TO DEPOSITING CONCRETE, SURFACE OF CONSTRUCTION JOINTSHALL BE THOROUGHLY CLEANED AND WETTED.

c. THESE PROVISIONS SHALL ALSO APPLY WHEN NEW CONCRETE IS PLACED AGAINST EXISTINGCONCRETE. IN ADDITION, EXISTING CONCRETE SURFACE SHALL BE ADEQUATELY PREPAREDBY APPLICATION OF A BONDING AGENT.

d. PROVIDE WATERSTOPS AT CONCRETE JOINTS WHERE INDICATED ON THE CONTRACT DRAWINGS.

DEFINITIVE DESIGN NOTES:THE DEFINITIVE STRUCTURAL DRAWINGS ARE BASED ON THE CODES, LOADINGS,GEOTECHNICAL PROPERTIES AND SYSTEMS, AND MATERIAL PROPERTIES ANDSPECIFICATIONS AS NOTED IN THE GENERAL NOTES ABOVE. THE DESIGN WILLNEED TO BE ADAPTED TO THE APPROPRIATE CODES, LOADINGS, GEOTECHNICALPARAMETER, AND MATERIAL PROPERTIES FOR THE SITE SPECIFIC LOCATION.

B. PRECAST CONCRETE: SECTIONS 03 45 001. PRECAST CONCRETE, CONNECTIONS, AND ACCESSORIES SHALL BE DESIGNED, DETAILED,

FABRICATED, AND ERECTED IN ACCORDANCE WITH PCI HANDBOOKS AND MANUALS.2. CONCRETE

a. UNLESS NOTED OTHERWISE: MINIMUM 28-DAY COMPRESSIVE STRENGTH f'c = 5000 PSI,NORMAL WEIGHT.

3. REINFORCING STEEL: COMPLY WITH REQUIREMENTS FOR REINFORCEDCONCRETE GIVEN ABOVE.

C. REINFORCED MASONRY: SECTION 04 20 00 AND 04 21 13.131. REINFORCED MASONRY SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI/ASCE/TMS CODE

AND SPECIFICATION.2. MASONRY

a. UNITS: ASTM C90 TYPE I, MINIMUM NET AREA COMPRESSIVE STRENGTH = 1900 PSI.b. MORTAR: ASTM C270, TYPE S.c. MINIMUM SPECIFIED COMPRESSIVE STRENGTH: f'm = 1500 PSI.

3. REINFORCING STEELa. BARS: ASTM A615 GRADE 60.b. MINIMUM CLEAR DISTANCE TO ANY FACE OF MASONRY UNIT OR FORMED SURFACE: 1/2".c. MINIMUM LAP SPLICE LENGTH: 48 BAR DIAMETERS.

4. GROUTa. PROPERTIES: COARSE GROUT PER ASTM C476, MINIMUM COMPRESSIVE STRENGTH =

2000 PSI, SLUMP = 8" TO 11".b. FULLY GROUT ALL CELLS CONTAINING REINFORCING STEEL AND ALL CELLS LOCATED

BELOW GRADE. PROVIDE MASONRY UNITS WITH MINIMUM SPACE INCELLS TO RECEIVE GROUT OF 3" x 3" AND ALIGN THESE CELLS TO PROVIDEUNOBSTRUCTED OPENINGS.

c. PLACE GROUT WITHIN 1 1/2 HOURS AFTER ADDING MIX-DESIGNED WATER AND PRIOR TOINITIAL SET. GROUT CONTINUOUSLY BETWEEN CONTROL JOINTS USING POUR HEIGHTSNOT EXCEEDING 12 FT AND LIFTS NOT EXCEEDING 5 FT, WITH NO INTERRUPTIONSEXCEEDING 1 HOUR.

d. CONSOLIDATE GROUT IN ASSEMBLED WALLS BY MECHANICAL VIBRATION AT THE TIMEOF PLACEMENT. RECONSOLIDATE GROUT BY MECHANICAL VIBRATION AFTER INITIALWATER LOSS AND SETTLEMENT HAS OCCURRED.

5. VERTICAL REINFORCEMENT, UNLESS NOTED OTHERWISEa. PROVIDE 1-#5 VERTICAL AT A MAXIMUM SPACING OF 48".b. PROVIDE ADDITIONAL VERTICAL REINFORCEMENT AT EACH SIDE OF CONTROL JOINTS,

AT INTERSECTIONS OF WALLS, AND AT EACH SIDE OF ANY MASONRY OPENING GREATERTHAN 10" IN WIDTH.

c. ALL VERTICAL REINFORCEMENT SHALL BE CONTINUOUS FOR FULL HEIGHT OF WALL,EXCEPT WHERE A BAR IS INTERRUPTED BY A STEEL MEMBER, PROVIDE SAME SIZE BARON EACH SIDE OF OPENING WITH LAP SPLICES ABOVE AND BELOW.

d. PROVIDE FOUNDATION DOWEL OF THE SAME SIZE FOR EACH VERTICAL REINFORCINGBAR. DOWELS SHALL BE CAST INTO SUPPORTING CONCRETE. LENGTHOF DOWEL EXTENDING INTO WALL SHALL BE A MINIMUM OF 2" GREATER THAN LAPSPLICE LENGTH SPECIFIED ABOVE.

6. HORIZONTAL JOINT REINFORCEMENTa. PROVIDE LADDER TYPE AT EVERY OTHER COURSE OR AT A MAXIMUM SPACING OF 16".b. BEGIN AT TOP OF FIRST BLOCK COURSE.

7. BOND BEAMS, UNLESS NOTED OTHERWISEa. CONSTRUCT USING 2-#4 HORIZONTAL.b. PROVIDE CONTINUOUSLY AT BOTTOM COURSE OF WALL, WITHIN 16" OF TOP OF WALL,

AT EACH BEARING ELEVATION OF STEEL MEMBERS SUPPORTED BY WALL, AT OTHERLOCATIONS INDICATED, AND AT A MAXIMUM SPACING OF 48".

c. PROVIDE BELOW ALL MASONRY OPENINGS AND EXTEND A MINIMUM OF 24" BEYONDEACH SIDE OF OPENING.

8. VERTICAL CONTROL JOINTS, UNLESS NOTED OTHERWISEa. LOCATE AT CHANGES IN WALL HEIGHT OR THICKNESS, AT A MAXIMUM SPACING OF

24 FT OR 3 TIMES THE WALL HEIGHT, WHICHEVER IS LESS, AND AT APPROXIMATELY 1/2THE MAXIMUM SPACING FROM WALL INTERSECTIONS. DO NOT LOCATE AT WALLOPENINGS OR IN ELEVATOR SHAFTS.

b. USE PREMOLDED CONTROL JOINT KEY INSERTS WITH SASH BLOCKS. USE CORRUGATEDMETAL SEPARATORS AT BOND BEAM LOCATIONS.

c. DISCONTINUE ALL HORIZONTAL REINFORCEMENT AT VERTICAL CONTROL JOINTS.

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400

US ARMY CORPSOF ENGINEERS ®

51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


3/4

" = 1

'-0"

4/15/2013 1:54:22 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-00

1

S-001

GEN

ERAL

NO

TES

4/17

/201

3B.

BR

ETTM

ANN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

J. METAL BUILDING SYSTEMS: SECTION 13 34 191. METAL BUILDING SYSTEM SHALL BE PROVIDED BY A MANUFACTURER WHO IS MEMBER

OF MBMA AND HOLDS AN AISC CATEGORY MB CERTIFICATION.2. METAL BUILDING SYSTEM SHALL BE INSTALLED BY A QUALIFIED ERECTOR WHO IS

ACCEPTABLE TO THE MANUFACTURER.3. METAL BUILDING SYSTEM SHALL BE PROVIDED AS DELEGATE-ENGINEERED SYSTEM IN

ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS.4. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND COMPLETE STRUCTURAL

DESIGN ANALYSIS OF THE METAL BUILDING SYSTEM, INCLUDING DEVELOPMENT OFLOADS, DESCRIPTION OF INDIVIDUAL AND COMBINED LOAD CASES, DESCRIPTION OFMATERIALS, COMPARISON OF PERMITTED STRESSES VERSUS COMPUTED STRESSES,CALCULATION OF DEFLECTIONS, ANCHOR BOLT LAYOUT, AND FOUNDATIONREACTIONS. METAL BUILDING SYSTEM MANUFACTURER SHALL SUBMIT SERVICE(UNFACTORED) REACTIONS AT EACH COLUMN BASE ALL THREE PRINCIPLEDIRECTIONS (VERTICAL AND SHEAR) FOR EACH PRIMARY (NOT COMBINED) LOAD TYPE(SUCH AS, DEAD, LIVE, LIVE ROOF, COLLATERAL, WIND, SEISMIC) SO THE FOUNDATIONDESIGNER CAN APPLY LOAD FACTORS AND FORM COMBINATIONS APPROPRIATE FORCONCRETE DESIGN.

5. CALCULATIONS AND SHOP DRAWINGS SHALL BEAR THE SEAL OF A LICENSED PROFESSIONAL ENGINEER.

6. SHOP DRAWING APPROVAL SHALL BE OBTAINED PRIOR TO PLACING ANY FOUNDATIONSOR FABRICATION OF FOUNDATION REINFORCING STEEL.

7. METAL BUILDING SYSTEM MANUFACTURER SHALL DESIGN THE BUILDING STRUCTUREFOR THE LOADS SHOWN IN THE "DESIGN LOADS" NOTES IN ACCORDANCE WITH THE"DESIGN STANDARDS" LISTED. ALL LOADS SHOULD BE CONSIDERED MINIMUMS AND ARESUBJECT TO VERIFICATION AND COORDINATION BY THE METAL BUILDING SYSTEMMANUFACTURER AND THE CONTRACTOR. IF ACTUAL LOADS OF THE ITEMS ARE HIGHERTHAN THOSE SHOWN IN "DESIGN LOADS" NOTES, THE HIGHER LOADS SHALL BE USED.

8. COMPUTE AND APPLY WIND PRESSURES AS SPECIFIED IN "DESIGN LOADS".9. FOUNDATIONS HAVE BEEN DESIGNED FOR ASSUMED METAL BUILDING SYSTEM COLUMN

REACTIONS AND COLUMN BASE PLATE REQUIREMENTS. IF THE METAL BUILDING SYSTEMCOLUMN REACTIONS ARE LARGER THAN THE ASSUMED REACTION, ANCHOR BOLTSDIFFER FROM THOSE ARE SUBJECT TO VERIFICATION AND COORDINATION BY THE METALBUILDING SYSTEM MANUFACTURER AND THE CONTRACTOR. THE FOUNDATIONS NEED TOBE CHECKED AND POSSIBLY REDESIGNED.

10. METAL BUILDING SYSTEM SHALL BE A PIN-BASED STRUCTURE SO THAT ONLY VERTICALAND HORIZONTAL FORCES ARE TRANSMITTED TO THE FOUNDATION. THE STRUCTURESHALL NOT TRANSMIT MOMENTS IN ANY DIRECTION TO THE FOUNDATION.

11. PROVIDE ANCHOR BOLTS OF SIZE AND NUMBER AND AT LOCATIONS REQUIRED METALBUILDING SYSTEM MANUFACTURER. OBTAIN PRIOR APPROVAL OF ENGINEER IF THESEADJUSTMENTS REQUIRE CHANGING ANY STRUCTURAL DIMENSIONS OR DETAILS.

12. ALL PRIMARY FRAMING CONNECTIONS SHALL HAVE FULLY TENSIONED HIGH STRENGTHBOLTS.

D. STRUCTURAL AND MISCELLANEOUS STEEL: SECTIONS 05 12 00 AND 05 50 131. STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND ERECTED IN

ACCORDANCE WITH AISC STEEL CONSTRUCTION MANUAL, 13th EDITION.2. TEMPORARY ERECTION BRACING SHALL BE DESIGNED AND PROVIDED BY THE CONTRACTOR

AS REQUIRED AND SHALL NOT BE REMOVED UNTIL ALL PERMANENT LATERAL-LOAD-RESISTINGELEMENTS AND CONNECTIONS ARE COMPLETELY INSTALLED.

3. WIDE FLANGE SHAPES AND TEES: ASTM A992, Fy = 50 KSI.4. OTHER SHAPES, PLATES, AND THREADED RODS

a. ASTM A36, Fy = 36 KSI, UNLESS NOTED OTHERWISE.b. ASTM A572 GRADE 50, Fy = 50 KSI, WHERE INDICATED AS "(50)".

5. SQUARE AND RECTANGULAR HOLLOW STRUCTURAL SECTIONS: ASTM A500 GRADEB, Fy = 46 KSI.

6. ROUND HOLLOW STRUCTURAL SECTIONS: ASTM A500 GRADE B, Fy = 42 KSI.7. PIPE: ASTM A53 TYPE E OR S, GRADE B, Fy = 35 KSI.8. BOLTS

a. 3/4" DIAMETER ASTM A325, UNLESS NOTED OTHERWISE.b. FRAMING CONNECTIONS: SLIP CRITICAL JOINTS WITH STANDARD HOLES,

UNLESS NOTED OTHERWISE.c. BRACING CONNECTIONS: SNUG-TIGHTENED JOINTS WITH STANDARD HOLES, UNLESS

NOTED OTHERWISE.d. SLIP-CRITICAL JOINTS SHALL HAVE CLASS A FAYING SURFACES WITH SLIP

CHECKED AT THE FACTORED LOAD LEVEL.e. ON ONE SIDE OF EACH DOUBLE CONNECTION OF BEAMS TO A COLUMN WEB OR A

GIRDER WEB DIRECTLY OVER A COLUMN, PROVIDE A TEMPORARY SEAT ANGLEATTACHED TO COLUMN OR GIRDER WEB AND TO BOTTOM FLANGE OF BEAM. MINIMUMSEAT CONNECTION SHALL BE L4x3x3/8 LLH WITH TWO 3/4" DIAMETER A307 OR A325-STBOLTS EACH LEG. SINGLE AND DOUBLE STAGGERED CONNECTIONS ARE PROHIBITEDWITHOUT THE EXPLICIT PRIOR APPROVAL IN WRITING OF THE STRUCTURAL ENGINEER OFRECORD.

9. WELDING: IN ACCORDANCE WITH AWS D1.1 USING E70 ELECTRODE WITH LOW HYDROGEN.10. ALL DOUBLE ANGLE MEMBERS SHALL HAVE SPACER PLATES TO COMPLY WITH AISC

PARAGRAPH E4.a. THICKNESS: TO MATCH END GUSSET PLATES.b. MINIMUM ATTACHMENT: CONNECT TO HEEL AND TOE OF EACH ANGLE USING 3/16" x 1"

LONG FILLET WELDS.11. HEADED STUDS

a. COLD-FINISHED STEEL CONFORMING TO ASTM A108, GRADE 1015 OR 1020.b. ALL STUDS LOCATED SO AS TO OBSTRUCT WALKING SURFACES OF BEAMS OR JOISTS

SHALL BE FIELD INSTALLED.12. ANCHOR BOLTS

a. ASTM F1554 GRADE 36 UNLESS SPECIFICALLY NOTED AS GRADE 55.b. LOCATE ANCHOR BOLTS ACCURATELY, SET WITH TEMPLATES, AND SECURELY HOLD IN

POSITION WHILE PLACINGCONCRETE. PROTECT IN-PLACE ANCHOR BOLTS FROM CONSTRUCTION ACTIVITY.

c. THE FOLLOWING ARE PROHIBITED WITHOUT THE EXPLICIT PRIOR APPROVAL IN WRITINGOF THE STRUCTURAL ENGINEER OF RECORD:(1) INSERTING ANCHOR BOLTS INTO FRESH OR PARTIALLY HARDENED CONCRETE.(2) SUBSTITUTING POST-INSTALLED ANCHORS WHERE EMBEDDED ANCHOR BOLTS

ARE INDICATED.(3) REPAIRING, REPLACING, OR MODIFYING INSTALLED ANCHOR BOLTS.

13. POST-INSTALLED ANCHORSa. CONCRETE ANCHORS: CARBON STEEL MANUALLY EXPANDED WEDGE

TYPE, UNLESS NOTED OTHERWISE.b. ADHESIVE ANCHORS: ASTM A36 CARBON STEEL THREADED ROD WITH VINYL URETHANE

METHACRYLATE RESIN ADHESIVE, UNLESS NOTED OTHERWISE.c. MASONRY ANCHORS: ASTM A36 CARBON STEEL THREADED ROD WITH CYLINDRICAL

WIRE MESH SCREEN TUBE AND INJECTABLE HYBRID ADHESIVE, UNLESS NOTED OTHERWISE.14. GROUT: CEMENTITIOUS NONSHRINK.

E. STEEL JOISTS: SECTION 05 12 001. STEEL JOISTS, BRIDGING, AND ACCESSORIES SHALL BE DESIGNED, FABRICATED,

AND ERECTED IN ACCORDANCE WITH SJI SPECIFICATIONS.2. JOISTS CALLED OUT ON THE CONTRACT DRAWINGS ARE SIZED FOR EQUIVALENT

UNIFORM GRAVITY LOADS ONLY. SUPPLIER SHALL FURTHER DESIGN AND MODIFYJOISTS AS REQUIRED FOR ALL ADDITIONAL DISTRIBUTED AND CONCENTRATEDDEAD, LIVE, WIND INCLUDING UPLIFT, SNOW INCLUDING DRIFT, AND OTHER LOADSINDICATED ON THE CONTRACT DRAWINGS OR OTHERWISE PROVIDED BYEQUIPMENT VENDORS.

3. ALL JOISTS SHALL BE CAPABLE OF SUPPORTING A 300 LB CONCENTRATED LOADAT ANY POINT ALONG THE TOP OR BOTTOM CHORD IN ADDITION TO ALL OTHERLOADS INDICATED OR SPECIFIED.

4. JOISTS SHALL BE ATTACHED TO SUPPORTING STRUCTURAL MEMBERS OR BEARINGPLATES USING A MINIMUM 3/16" x 1 1/2" LONG FIELD FILLET WELD OR1/2" DIAMETER ASTM A325-ST BOLT ON EACH SIDE OF THE JOIST SEAT, UNLESSNOTED OTHERWISE. BOLTS SHALL BE USED FOR ALL NON-PANELIZED JOISTS OF40 FT OR GREATER SPAN.

5. JOISTS SUPPORTING STEEL DECK SHALL BE INSTALLED TO PROVIDE A FLAT PLANEFOR DECK ATTACHMENT. JOIST MODIFICATIONS AND SHIMS SHALL BE PROVIDED ASREQUIRED.

6. THE FOLLOWING ARE PROHIBITED WITHOUT THE EXPLICIT PRIOR APPROVAL IN WRITINGOF THE STRUCTURAL ENGINEER OF RECORD:a. CHANGE OF JOIST DEPTH FROM THAT INDICATED.b. USE OF BOLTS LARGER THAN 1/2" DIAMETER FOR JOIST ATTACHMENT.c. ANY MODIFICATION OF JOISTS NOT DISCUSSED ABOVE.

F. STEEL DECK: SECTIONS 05 30 001. STEEL DECK, ATTACHMENTS, AND ACCESSORIES SHALL BE DESIGNED, FABRICATED,

AND INSTALLED IN ACCORDANCE WITH SDI MANUALS AND AISI COLD-FORMED STEELDESIGN MANUAL.

2. ROOF DECKa. 1 1/2", 20 GAGE, WIDE DEEP RIB WITH

Fy = 33 KSI, Imin = .212 IN^4/FT, Smin = .234 IN^3/FT, GALVANIZED G903. ALL STEEL DECK AND DECK ATTACHMENTS SHALL BE CAPABLE OF RESISTING THE WIND

UPLIFT LOADS INDICATED ON THE CONTRACT DRAWINGS AND A SERVICEDIAPHRAGM SHEAR OF 350 PLF.

4. ALL STEEL DECK SHALL CROSS A MINIMUM OF TWO SPANS. MINIMUM LENGTH OF ENDLAPS AND BEARING AT ALL SUPPORTS SHALL BE 2".

5. ALL STEEL DECK SHALL BE SUPPORTED AT EDGES OF OPENINGS AND AROUNDCOLUMNS. ADDITIONAL SUPPORT STEEL SHALL BE PROVIDED BY CONTRACTOR ASREQUIRED AND FABRICATED SO THAT DECK RUNS CONTINOUSLY OVER MINOROPENINGS, WHICH SHALL NOT BE CUT UNTIL NEEDED BY OTHER TRADES.

6. MINIMUM STEEL DECK ATTACHMENT SHALL BE AS FOLLOWS:a. DECK SHALL BE FASTENED AT EACH END AND AT INTERMEDIATE SUPPORTS

BY 5/8" DIAMETER PUDDLE WELDS OR #12 SCREWS, 6/36 PATTERN.b. SIDE LAP CONNECTIONS SHALL BE MADE AT SEAMS USING 5/8" DIAMETER

PUDDLE WELDS OR #10 SCREWS, 2 PER SPAN.c. CONNECTIONS ALONG SIDE BOUNDARIES, RIDGE PLATES, AND ROOF SUB

FRAMING SHALL BE MADE AT 12" ON CENTER MAXIMUM.d. PNEUMATIC FASTENERS AND/OR SCREWS SHALL NOT BE SUBSTITUTED WHERE

WELDS ARE SPECIFIED, BUT MAY BE USED IN TEMPORARY ATTACHMENT OFSTEEL DECK.

G. COLD-FORMED STEEL FRAMING: SECTION 05 40 001. COLD-FORMED STEEL FRAMING SHALL BE DESIGNED, FABRICATED, AND ERECTED IN

ACCORDANCE WITH AISI COLD-FORMED STEEL DESIGN MANUAL AND SSMA OR LGSIPUBLICATIONS AS APPLICABLE.

2. SHAPE DESIGNATIONSa. STUDS, JOISTS, TRACK, CHANNELS, AND FURRING CHANNELS: PER SSMA

PRODUCT TECHNICAL INFORMATION, INDICATING MEMBER DEPTH, STYLE,FLANGE WIDTH, AND MATERIAL THICKNESS.

b. PURLINS, GIRTS, EAVE STRUTS, AND OTHER MEMBERS: PER LGSI LIGHT GAGESTRUCTURAL STEEL FRAMING SYSTEM DESIGN HANDBOOK, INDICATING MEMBERDEPTH, FLANGE WIDTH(S), SLOPE FOR EAVE STRUTS ONLY, STYLE, AND NOMINALGAGE.

3. FRAMING MEMBERSa. ASTM A570 GRADE 33 OR A611 GRADE C, Fy = 33 KSI, UNLESS

NOTED OTHERWISE.b. ASTM A570 GRADE 40 OR A611 GRADE D, Fy = 40 KSI, WHERE

INDICATED AS "(40)".c. ASTM A570 GRADE 50, Fy = 50 KSI, FOR MATERIAL THICKNESS 54 MILS OR

GREATER AND WHERE INDICATED AS "(50)".d. ALL LGSI SHAPES SHALL HAVE MINIMUM YIELD STRENGTH OF 55 KSI AND

MINIMUM ULTIMATE STRENGTH OF 67.7 KSI.4. FINISH

a. STEEL CONFORMING TO ASTM A570 OR ASTM A611: CLEAN, PRETREAT, ANDPRIME WITH BAKED-ON, LEAD- AND CHROMATE-FREE, RUST-INHIBITIVE PRIMER.

b. STEEL CONFORMING TO ASTM A653: HOT-DIP GALVANIZE TO PROVIDE A COATINGCLASS OF G90.

5. MECHANICAL FASTENERS: CORROSION-RESISTANT-COATED, SELF-DRILLING, SELF-THREADING STEEL DRILL SCREWS WITH LOW PROFILE HEADS BENEATH SHEATHING ANDMANUFACTURER'S STANDARD HEADS ELSEWHERE.

6. BOLTS: ASTM A307.7. WELDING: IN ACCORDANCE WITH AWS D1.1 OR D1.3, AS APPLICABLE.

H. STEEL BAR GRATING: SECTION 05 50 001. STEEL BAR GRATING SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH

NAAMM MANUALS.2. MATERIAL: ASTM A569.3. CONSTRUCTION: WELDED.4. MAIN BEARING BARS: 3/16" x 1" AT 1 3/16" CENTERS.5. CROSS BARS: AT 4" CENTERS.6. SURFACE: PLAIN.7. FABRICATE GRATING IN SECTIONS NOT GREATER THAN 5 FT WIDE.

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


3/4

" = 1

'-0"

4/15/2013 1:54:25 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-00

2

S-002

GEN

ERAL

NO

TES

4/17

/201

3B.

BR

ETTM

ANN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

ABBREVIATIONS:AA - ALUMINUM ASSOCIATIONAB - ANCHOR BOLTABT - ABOUTACI - AMERICAN CONCRETE

INSTITUTEADH - ADHESIVEAGGR - AGGREGATEAHR - ANCHORAISI - AMERICAN IRON AND

STEEL INSTITUTEAISC - AMERICAN INSTITUTE OF

STEEL CONSTRUCTIONAL - ALUMINUMALTN - ALTERNATEANSI - AMERICAN NATIONAL

STANDARDS INSTITUTEAPPROX - APPROXIMATEARCH - ARCHITECTASTM - AMERICAN SOCIETY FOR

TESTING OF MATERIALSAWS - AMERICAN WELDING

SOCIETYBC - BOLT CIRCLEBETW - BETWEENBLDG - BUILDINGBM - BEAMBO - BOTTOM OFBOS - BOTTOM OF STEELBOT - BOTTOMB/P - BASE OF PIERBRG - BEARINGBRKT - BRACKETCAP - CAPACITYC/C - CENTER TO CENTERCL - CENTER LINECF - CUBIC FEETCHKR - CHECKERCIR - CIRCLECJ - CONSTRUCTION JOINTCLR - CLEARCLJ - CONTROL JOINTCMU - CONCRETE MASONRY UNITCO - CONCRETE OPENINGCOMP - COMPRESSIONCONC - CONCRETECONT - CONTINUOUSCONTR - CONTRACTCOL - COLUMNCONN - CONNECTIONCOTR - CONTRACTING OFFICERCOR - CORNERCOORD - COORDINATECRSI - CONCRETE REINFORCING

STEEL INSTITUTECTR - CENTERCTRD - CENTEREDCY - CUBIC YARDDBL - DOUBLEDET - DETAILDIAG - DIAGONALDIA - DIAMETERDIM - DIMENSIONDK - DECKINGDL - DEAD LOADDN - DOWNDWL - DOWELDWG - DRAWINGE - EASTEA - EACHED - EQUIPMENT DRAINEF - EACH FACEEJ - EXPANSION JOINTEL - ELEVATIONELEC - ELECTRICALELEV - ELEVATOREMBED - EMBEDMENTEQ - EQUALEQUIV - EQUIVALENTEQ SP - EQUALLY SPACEDEQUIP - EQUIPMENTEXIST - EXISTINGEXP - EXPANSIONEXT - EXTERIOREW - EACH WAYFAB - FABRICATEFD - FLOOR DRAINFDN - FOUNDATIONFTG - FOOTINGFF - FAR FACEFL - FLOORFLG - FLANGEFNSH - FINISHFS - FAR SIDEFT - FEETFUT - FUTUREGA - GAGEGALV - GALVANIZEGB - GRADE BEAMGND - GROUND

GR - GRADEGRTG - GRATINGH - SLAB THICKNESSHEF - HORIZONTAL EACH

FACEHEX - HEXAGONHG - HIGHHK - HOOKHR - HANDRAILHPT - HIGH POINTHORIZ - HORIZONTALHS - HIGH STRENGTHIBC - INTERNATIONAL

BUILDING CODEID - INSIDE DIAMETERIF - INSIDE FACEIJ - ISOLATION JOINTIN - INCHESINTR - INTERIORINVT - INVERTIR - INSIDE RADIUSJT - JOINTKB - KNEE BRACEKPL - KICK PLATEKSI - KIPS PER

SQUARE INCHL - ANGLELAD - LADDERLB - POUNDLD - DEVELOPMENT LENGTHLG - LONGLL - LIVE LOADLLH - LONG LEG HORIZONTALLLO - LONG LEG OUTSTANDINGLLV - LONG LEG VERTICALLONG - LONGITUDINALLPT - LOW POINTLNTL - LINTELLS - LAP SPLICEMATL - MATERIALMAX - MAXIMUMMC - MOMENT CONNECTIONMECH - MECHANICALMEZZ - MEZZANINEMFR - MANUFACTURERMH - MANHOLEMIN - MINIMUMMISC - MISCELLANEOUSMK - MARKMO - MASONRY OPENINGN - NORTHNA - NOT APPLICABLENE - NORTHEASTNF - NEAR FACENOM - NOMINALNW - NORTHWESTNIC - NOT IN CONTRACTNTS - NOT TO SCALENO - NUMBERNS - NEAR SIDEOC - ON CENTEROD - OUTSIDE DIAMETEROF - OUTSIDE FACEOPNG - OPENINGOPP - OPPOSITEOSHA - OCCUPATIONAL SAFETY

AND HEALTH ADMINISTRATIONOZ - OUNCEPCF - POUNDS PER CUBIC FOOTPED - PEDESTALPEN - PENETRATEPEMP - PRE-ENGINEERED METAL

BUILDINGPERP - PERPINDICULARPJNT - PROJECTIONPL - PLATEPLC - PLACESPREFAB - PREFABRICATEDPS - PIPE SUPPORTPSF - POUNDS PER SQUARE FOOTPSI - POUNDS PER SQUARE INCHPVC - POLYVINYL CHLORIDER - RISERRAD - RADIUSRD - ROOF DRAINREF - REFERENCEREINF - REINFORCEREQD - REQUIREDREV - REVISIONRM - ROOMS - SOUTHSB - SHEAR BARSCHED - SCHEDULESE - SOUTHEASTSECT - SECTIONSH - SHEETSIM - SIMILARSF - SWAY FRAME

SLO - SHORT LEG OUTSTANDINGSLP - SLOPESLV - SLEEVESP - SPACESPEC - SPECIFICATIONSQ - SQUARESST - STAINLESS STEELSTD - STANDARDSTL - STEELSTIF - STIFFENERSTIR - STIRRUPSTR - STRAIGHTSTRL - STRUCTURALSTRUC - STRUCTURESW - SOUTHWESTSYMM - SYMMETRICALT - TONTEMP - TEMPORARYTHK - THICKTHRU - THROUGHTHD - THREADT/ - TOP OFTOB - TOP OF BOLTT/C ORTOC - TOP OF CONCRETETOG - TOP OF GRATINGT/STL ORTOS - TOP OF STEELT/P - TOP OF PIERT&B - TOP AND BOTTOMTRD - TREADTYP - TYPICALUNO - UNLESS NOTED

OTHERWISEVAR - VARIESVERT - VERTICALVEF - VERTICAL EACH FACEW - WESTWD - WIDEW/ - WITHW/O - WITHOUTWP - WORK POINTWS - WATERSTOPWT - WEIGHTWWF - WELDED WIRE

FABRICWDT - WIDTH@ - AT& - AND# - POUNDS OR NUMBER% - PERCENT

??

CALLOUT IDENTIFICATIONSECTION, DETAIL, AND ELEVATION SYMBOL IDENTIFIERS:

??

DRAWING SEQUENCE NUMBER INDICATESWHERE TITLE IS LOCATED (MAY NOT BEPRESENT IF CALLOUT AND TITLE ARE ON THESAME DRAWING)

ONE OR TWO CHARACTER DISCIPLINEDESIGNATOR (MAY NOT BE PRESENT IFCALLOUT AND TITLE ARE ON DRAWINGSWITHIN THE SAME DISCIPLINE)

PLANNORTH

BUILDING SECTION CALLOUT EXAMPLE:

DETAIL CALLOUT EXAMPLE:

SECTION, DETAIL, AND ELEVATION TITLE EXAMPLE:

??

? ?

WALL SECTION CALLOUT EXAMPLE:

??

??

N

?

A1A1

A1

LETTER AND NUMBERINDICATES SECTION

DRAWING NUMBERWHERE SECTION ISDRAWN



A1

LETTER AND NUMBER DESIGNATOR .LETTER IDENTIFIES THE SHEET ROWLOCATION AND NUMBER IDENTIFIES THESHEET COLUMN LOCATION OF DETAIL

A1

LETTER AND NUMBERINDICATES DETAIL

DRAWING NUMBERWHERE DETAIL ISDRAWN

OVERALL AND AREA PLAN TITLE EXAMPLE:

TRUENORTH

A1 0 1/2' 1' 1 1/2'

SCALE:1-1/2"-1'

0 1/2' 1' 1 1/2'

SCALE:1-1/2"-1'

VIEW TITLE

VIEW TITLE

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/15/2013 1:54:28 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-00

3

S-003

LEG

END

& A

BBR

EVIA

TIO

NS

4/17

/201

3B.

BR

ETTM

ANN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

NOTES:1. STATEMENT OF SPECIAL INSPECTIONS

A. THIS "STATEMENT OF SPECIAL INSPECTIONS" HAS BEEN PREPARED IN ACCORDANCE WITH IBC 2009, SECTION 1704.B. CONTRACTOR SHALL EMPLOY ONE OR MORE PRE-COORDINATED AND GOVERNMENT-APPROVED SPECIAL

INSPECTORS TO PROVIDE SPECIAL INSPECTIONS DURING CONSTRUCTION.C. SPECIAL INSPECTOR SHALL BE A QUALIFIED PERSON WHO SHALL DEMONSTRATE COMPETENCE, TO THE

SATISFACTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE, FOR INSPECTION OF THE PARTICULAR TYPE OFCONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION.

D. SPECIAL INSPECTION AGENCY SHALL SUBMIT INSPECTION REPORTS DURING CONSTRUCTION FOR VERIFICATION,INCLUDING FINAL REPORTS IN ACCORDANCE WITH SECTION 1704.1.2 OF IBC 2009.

E. SPECIAL INSPECTOR SHALL USE THE LATEST ISSUE OF THE STRUCTURAL DRAWINGS FOR THE INSPECTION OF THISSTRUCTURE. SHOP FABRICATION DRAWINGS SHALL NOT BE USED FOR INSPECTION PURPOSES.

F. THE FOLLOWING TABLES INDENTIFY THE MATERIALS, SYSTEMS, AND COMPONENTS FOR WHICH SPECIAL INSPECTIONIS REQUIRED.

TABLE 1704.3 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION

1. MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS:

a. IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDS SPECIFIEDIN THE APPROVED CONSTRUCTION DOCUMENTS. — X

AISC 360,SECTION A3.3AND APPLICABLE ASTMMATERIAL STANDARDS

b. MANUFACTURER’S CERTIFICATE OF COMPLIANCE REQUIRED. — X — —2. INSPECTION OF HIGH-STRENGTH BOLTING:

a. SNUG-TIGHT JOINTS. — X

AISC 360, SECTION M2.5 1704.3.3b. PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUT W/MATCHMARKING, TWIST-OFF BOLT OR DIRECT TENSION INDICATORMETHODS OF INSTALLATION.

X

3. MATERIAL VERIFICATION OF STRUCTURAL STEEL AND COLD-FORMED STEEL DECK:

b. FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TO ASTMSTANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS. — APPLICABLE ASTM

MATERIAL STANDARDSc. MANUFACTURERS’ CERTIFIED TEST REPORTS. —

4. MATERIAL VERIFICATION OF WELD FILLER MATERIALS:

a. IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION INTHE APPROVED CONSTRUCTION DOCUMENTS.

— XAISC 360, SECTION A3.5

AND APPLICABLEAWS A5 DOCUMENTS

b. MANUFACTURER’S CERTIFICATE OF COMPLIANCE REQUIRED. — X — —5. INSPECTION OF WELDING:

a. STRUCTURAL STEEL AND COLD-FORMED STEEL DECK:1) COMPLETE AND PARTIAL PENETRATION GROOVE WELDS. X —

AWS D1.1 1704.3.12) MULTIPASS FILLET WELDS AND SINGLE-PASS FILLET WELDS > 5/16". X —

AWS D1.3

6. INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE:

— 1704.3.2a. DETAILS SUCH AS BRACING AND STIFFENING. —b. MEMBER LOCATIONS. — Xc. APPLICATION OF JOINT DETAILS AT EACH CONNECTION. —

TABLE 1704.4 REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE

1. INSPECTION OF REINFORCING STEEL AND PLACEMENT. X ACI 318: 3.5, 7.1-7.7 1913.4

2. INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURINGPLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS HAVE BEEN INCREASED ORWHERE STRENGTH DESIGN IS USED

X 1911.5, 1912.1

3. INSPECTION OF ANCHORS INSTALLED IN HARDENED CONCRETE. X ACI 318: 3.8.6, 8.1.3, 21.2.8 1912.1

4. VERIFYING USE OF REQUIRED DESIGN MIX. ACI 318: CH. 4, 5.2-5.4

5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTHTESTS, PERFORM SLUMP AND AIR CONTENT TEST, AND DETERMINE THE TEMPATUREOF THE CONCRETE.

XASTM C 172ASTM C 31

ACI 318: 5.6, 5.81913.10

6. INSPECTION OF CONCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. ACI 318: 5.9, 5.10 1913.6, 1913.7, 1913.87. INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPATURE AND TECHNIQUES.

8. VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO REMOVAL OF FORMS FROMGRADE BEAMS AND STRUCTURAL SLABS.

X ACI 318: 6.2

—

—

X

—

—

X

—

X

X

—

ACI 318: 8.1.3, 21.2.8

1904.2.2, 1913.2,1913.3

—

a. FOR STRUCTURAL STEEL, INDENTIFICATION MARKINGS TO CONFORM TO AISC 360. — X

X

X

AISC 360, SECTION M5.5

4) FLOOR AND ROOF DECK WELDS. — X

X— ACI 318: 5.11- 5.13 1913.9

9. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETEMEMBER BEING FORMED. X ACI 318: 6.1.1—

2. TESTING REQUIREMENTSA. CONTRACTOR SHALL EMPLOY ONE OR MORE PRE-COORDINATED AND GOVERNMENT-APPROVED

TESTING AGENCIES TO PROVIDE THE STRUCTURAL TESTING DURING CONSTRUCTION.B. TESTING AGENCY SHALL SUBMIT TEST RESULTS DURING CONSTRUCTION FOR VERIFICATION

INCLUDING A FINAL REPORT IN ACCORDANCE WITH SECTION 1704.1.2 OF IBC 2009.C. TABLE 1 (BELOW) IDENTIFIES THE STRUCTURAL TESTS REQUIRED FOR THIS PROJECT.

a: SEE ALSO IBC 2009 SECTIONS 1705.3, 1707, AND 1708 FOR REQUIRED SPECIAL INSPECTIONS AND STRUCTURAL TESTING FOR SEISMIC RESISTANCE

—

—

3) SINGLE-PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE. — X

VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARDª IBC REFERENCE

TABLE 1704.7 REQUIRED VERIFICATION AND INSPECTION OF SOILSVERIFICATION AND INSPECTION TASK CONTINUOUS PERIODIC

1. VERIFY MATERIALS BELOW SHALLOW FOUNDATION ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. — X2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. — X3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. — X4. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND

COMPACTION OF COMPACTED FILL. X —

5. PRIOR TO PLACEMENT OF CONTROLLED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEENPREPARED PROPERLY. — X

TABLE 1704.5.3 LEVEL 2 REQUIRED VERIFICATION AND INSPECTION OF MASONRY CONSTRUCTION

VERIFICATION AND INSPECTIONFREQUENCY OF INSPECTION REFERENCE FOR CRITERIA

CONTINUOUS PERIODIC IBC

1. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTIONDOCUMENTS AND THE APPROVED SUBMITTALS.

a. PROPORTIONS OF SITE-PREPARED MORTAR AND GROUT. — X — — ART. 2.6Ab. PLACEMENT OF MASONRY UNITS AND CONSTRUCTION OF MORTAR JOINTS. — X — — ART. 3.3Bc. PLACEMENT OF REINFORCEMENT. — X — SEC. 1.15 ART. 3.4, 3.6Ad. GROUT SPACE PRIOR TO GROUTING. X — — — ART. 3.2De. PLACEMENT OF GROUT. X — — — ART. 3.5

X — ART. 1.5—

2. VERIFICATION OF f'm PRIOR TO CONSTRUCTION AND FOR EVERY 5,000 SQUAREFEET DURING CONSTRUCTION. X — ART. 1.4B—

3. VERIFICATION OF PROPORTIONS OF MATERIALS IN PREMIXED OR PREBLENDEDMORTAR AND GROUT AS DELIVERED TO THE SITE. X — ART. 1.5B—

4. THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE:

f. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. X — — ART. 3.3F—

— SEC.1.2.2(e),1.16.1Xg. TYPE, SIZE, AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF

MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION. —

— SEC.1.15 ART.2.4,3.4h. SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT AND ANCHOR BOLTS. X—

—

i. PREPARATION, CONSTRUCTION AND PROTECTION OF MASONRY DURINGCOLD WEATHER (TEMPERATURE BELOW 40 DEGREES F) OR HOT WEATHER(TEMPERATURE ABOVE 90 DEGREES F).

X —SEC. 2104.3,2104.4 ART. 1.8C, 1.8D—

5. PREPARATION OF ANY REQUIRED GROUT SPECIMENS AND/OR PRISMS SHALLBE OBSERVED. X — SEC. 2105.2.2,

2105.3 — ART. 1.4

TMS 402/ACI530/ASCE 5ª

TMS 602/ACI530.1/ASCE 6ª

—

—

—

FOR SI: °C = (°F) -32}/1.8, 1 SQUARE FOOT = 0.0929m².a. THE SPECIFIC STANDARDS REFERENCED ARE THOSE LISTED IN CHAPTER 35 OF IBC 2009.

TABLE 1 SUMMARY OF REQUIRED STRUCTUAL TESTSTEST CONTINUOUS PERIODIC REFERENCE STANDARD IBC REFERENCE

1. CONCRETEa. CYLINDER COMPRESSION TESTING —X ASTM C39 SECTION 1905

2. MASONRYa. HOLLOW UNIT BLOCK COMPRESSION TESTS (UNIT STRENGTH METHOD) —X ASTM C90 SECTION 2105b. PRISM COMPRESSION TESTS (PRISM TEST METHOD) —X ASTM C1314 SECTION 2105

3. POST-INSTALLED CONCRETE ANCHORS*a. EXPANSION ANCHORS —X ICC-ES AC 193 SECTION 1912b. ADHESIVE ANCHORS —X ICC-ES AC 193 SECTION 1912

*WHEN DIRECTED BY THE CONTRACT DOCUMENTS TO PROVIDE POST-INSTALLED ANCHORAGES THE FOLLOWING GUIDELINES SHALL BE FOLLOWED:1. A REPRESENTATIVE OF THE ANCHOR MANUFACTURER OR PROJECT SPECIAL INSPECTOR SHALL BE ON SITE TO

OVERSEE THE INSTALLATION OF THE FIRST FOUR ANCHORS FOR EACH TYPE OF ANCHOR INSTALLED. THISMEASURE SHALL BE TAKEN FOR EACH INSTALLER OF THE ANCHORS. THIS SERVICE IS TYPICALLY PROVIDEDFREE BY THE LOCAL ANCHOR REPRESENTATIVE.

2. THE FIRST FOUR ANCHORS SHALL BE TENSION TESTED ONCE INSTALLATION IS COMPLETE FOR 200% OF THESERVICE LEVEL LOAD CAPACITY AS SPECIFIED BY THE MANUFACTURER.

a: EXCEPTIONS: ISOLATED SPREAD FOOTINGS, NONSTRUCTURAL SLABS ON GRADE.b: X - INDICATES TYPE OF INSPECTION REQUIRED.

—

STATEMENT OF SPECIAL INSPECTIONS

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


12"

= 1

'-0"

4/15/2013 1:54:31 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-00

4

S-004

STAT

EMEN

T O

F SP

ECIA

LIN

SPEC

TIO

NS

4/17

/201

3B.

BR

ETTM

ANN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

APPLIED TO BOTH SIDES BUT NOT SIMULTANEOUSLY

3H

3H

OVERHANG1' - 1"

A

2H

2H

A

A

AA

A

A

A

A TYP

A TYP

A

A

A=4.8'

A

A

A

AA

AA

A

2A

2A

A

2A

A

A

4A

4A

A=4.8'

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


3/4

" = 1

'-0"

4/15/2013 1:54:35 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-00

5

S-005

SNO

W D

RIF

T AN

D W

IND

LOAD

ING

ISO

DIA

GR

AM4/

17/2

013

B. B

RET

TMAN

N

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

A8 WIND ISO OVERHANG & NOTES

D5 WIND LOAD DIAGRAM NORTHEASTD1 WIND LOAD DIAGRAM SOUTHWEST

1

1

1

1

2

2

2

2

3

3

3

4

54

2'

1

2'

3'

5

3'

5

4

5

4

4 5

5

3

3

2'

5

4

5

4

5

5

4

3

DESIGN WIND PRESSURES

WINDZONE

COMPONENTS &CLADDING PURLINS GIRTS

MAX MIN MAX MIN MAX MIN1 +12.5 -23.6 +8.8 -23.6 - -2 +12.5 -34.6 +8.8 -25.4 - -3 +12.5 -47.9 +8.8 -40.1 - -4 +21.7 -23.6 - - +18.0 -19.95 +21.7 -29.1 - - +18.0 -22.7

2H +12.5 -43.8 +12.5 -43.8 - -3H +12.5 -68.1 +12.5 -49.3 - -2' +8.8 -32.8 +7.0 -30.9 - -3' +8.8 -51.2 +7.0 -32.8 - -

2

EXTERIOR SLAB ONGRADE, PER CIVIL DWGS

1'-0"

1'-0

"

PER MECHANICALPLANS, 4" MIN

ISOLATORS ANDANCHOR BOLTS PERMECH UNIT SUPPLIER

MECH UNIT SEEMECH PLANS

#4 BARS @ 12" OCEACH WAY TOP AND BOTTOM

EXTERIOR EQUIPMENT PADNOT TO SCALE

0' - 1"

0' -

0 1/

4"0'

- 1

1/8"

1/2"

6"

2'-6

"1'

-0"

1/2"

6"

NOTE:

GR

ADE

BEAM

OR

WAL

L

COMPACTED FILL

3-#4 EACHEND WALL

STOOP DETAILNOT TO SCALE

#4 @ 12"EW-CNTR'D

2-#4 TYP

#4 @ 12"OC - TYP

SEE CIVIL OR ARCHITECTURAL FOR WIDTHS AND LOCATIONS.EXTEND 1'-6" EACH SIDE OF DOOR MINIMUM, UNO.

4'-0" UNO

0' -

0 3/

4"

0' - 0 1/4"

0' -

1"

"H" MIN.-FOR MULTIPLESTEPS IN FTG, STEPS MUSTBE PLACED AS NOTED

REBAR MAY BE LAP SPLICEDAT CONTRACTORS OPTION

BOT OF FTG WHERE EARTHCAN STAND VERTICALLYWITHOUT SHORING

SLOPE AS REQ'D FOREARTH STABILITY

1 1/2" COMPRESSIBLE MAT'L

"H" = 4'-0" MAX

EXTEND BOTTOM REINF2'-0" PAST STEP, TYP

ADDITIONAL TYP VERTREINF AT STEP

STEP IN FOOTING

NOTES:A. THIS DET TO BE USED AS REQ'D TO DEPRESS FTG

TO FIRM BRG, OR TO GET BELOW UNDERGROUND PIPINGOR WHEREVER CHANGE IN FTG ELEVATION OCCURS. SEEDETAIL "MAX SLOPES BTWN ADJACENT FTGS" THIS SHEET,WHICH MAY REQ LOWERING OF FTG ELEVATION.

B. PLACE ALL CONC AGAINST UNDISTURBED SOIL. IF SOILIS DISTURBED DURING CONC PLACING, REPLACE DISTURBEDSOIL WITH CONC.

"T"

0' -

0 1/

2"

"T"

NOT TO SCALE

SEE NOTE 1

SEE NOTE 2

PIPE PER CIVIL

PIPE BELOW SLAB ON GRADE OR FOOTING

2.

1.

PER SOILS REPORTFIRM COMPACTED FILL

TYP SLAB OR FOOTING REINF PER PLAN

NOTES

"T"

"T" M

IN6" MIN

"T" M

IN

NOT TO SCALE

STEM WALLAS OCCURS

CONCRETE FOOTINGOR FOUNDATION

SLEEVE. PROVIDE 1/2" MIN.CLEARANCE AROUND PIPE

PIPE

CONCRETE FILL TOBE PLACED BEFOREFOOTING IS POUREDAND POUR FULL WIDTHOF PIPE TRENCH.

STEM WALLAS OCCURS


SLEEVE. PROVIDE 1/2" MIN.CLEARANCE AROUND PIPE

PIPECONCRETE FILL TO BE PLACEDBEFORE FOOTING IS POURED ANDPOUR FULL WIDTH OF PIPE TRENCH.

1/2"

MIN

8" MIN., 3'-0" MAX. WHERE DEPTH ISGREATER THAN 3'-0" SEE DETAIL "PIPEPASSING BELOW CONT. FOOTING"THIS SHEET WHERE DEPTH IS LESSTHAN 8". SEE DETAIL "PIPE BELOWSLAB ON GRADE OR FOOTING"

NOTE: PIPES SHALL NOT PASS THRU FOOTINGS NOR BE LOCATED BELOW ISOLATED COLUMN FOOTING.

PIPE PASSING UNDER CONT. FOOTING0'

- 0

5/8"

0' -

0 1/

2"

NOT TO SCALE

ISOLATED OR CONT. FOOTING. PITOR PIPE TRENCH UNDERMININGFOOTING ABOVE.

THIS SLOPE SHALL NOT EXCEED 1 VERTICAL TO1 HORIZONTAL IF EXCAVATIONS CAN STANDVERTICALLY WITHOUT SHORING AND 1VERTICAL TO 1 1/2" HORIZONTAL IFEXCAVATIONS NEED TO SLOPE OR BE SHORED.

ISOLATED OR CONTINOUSFOOTING.

MAX. SLOPES BETWEEN ADJ. EXCAVATIONSNOT TO SCALE

STEM WALLAS OCCURS


1'-6" MAX. WHERE TRENCHEXCEEDS 1'-6" NOTIFYSTRUCTURAL ENGINEER PRIORTO PLACEMENT OF FOOTING.

BACKFILL AND RECOMPACTTRENCH PER SOILS REPORTAND SPECIFICATIONS.

BOTTOM OF TRENCH

PIPE PASSING BELOW CONT. FOOTINGNOT TO SCALE

0' -

3"

0' - 1 1/2"

GREATER THAN 3'-0" SEE DETAIL"PIPE PASSING UNDERCONT. FOOTING" THIS SHEETFOR DEPTHS 3'-0" AND LESS.

WALL OR COLUMN

LOWEST ADJACENTFINISH GRADE WITHIN5' OF WALL COLUMN

FOOTINGS UNDER WALL ORISOLATED COLUMN

ZONE OF COMP. EARTH UNDER ALL FTGS

1'-0" MIN

1'-6

" MIN

6" M

IN

NOT TO SCALE

SECTIONEP-1

EQUIPMENT PAD FOUNDATION

NOTES:1. PROVIDE EP-1 EQUIPMENT PAD FOR INTERIOR EQPT WHERE

INDICATED ON OTHER DISCIPLINE DWGS.

2. PROVIDE NUMBER OF DOWELS TO MATCH TOTAL CROSS-SECTIONALAREA OF ANCHOR BOLTS, EQUALLY SPACED AROUND PAD, EXCEPTTHAT SPACING OF DOWELS SHALL NOT EXCEED 12".

3. IF FLOOR SLAB IS CONSTRUCTED BEFORE DOWELS ARE PLACED,DOWELS SHALL BE EPOXY GROUTED INTO FLOOR SLAB.

4. EQPT SHALL BE GROUTED IN PLACE W/ NON-SHRINK GROUT UNLESSOTHERWIES RECOMMENDED BY EQPT MFR.

5. EQPT ANCHOR BOLTS SHALL BE STANDARD TYPE V OR VI HOOKEDBOLTS, UNLESS OTHERWISE RECOMMENDED BY EQPT MFR.

6. HEIGHT OF PAD ABOVE SURROUNDING FLOOR SLAB SHALL BE4" MIN FOR PADS W/ 1" DIA OR SMALLER ANCHOR BOLTS OR 6" MINFOR PADS W/ ANCHOR BOLTS LARGER THAN 1" DIA.

0' - 1 7/8"2" MIN TO EDGE OFEQUPMENT BASE

BUSH-HAMMER ROUGH UNDERAREA OF FOUNDATION ANDAPPLY BONDING COMPOUND

#4 @ 12" EW TOP

#4 DOWELSSEE NOTES 2 & 3

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/15/2013 1:54:40 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-00

6

S-006

STAN

DAR

D F

OU

ND

ATIO

ND

ETAI

LS4/

17/2

013

B. B

RET

TMAN

N

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

D = BOLT DIAMTERK = THREADS (2D+3" SINGLE NUT) = THREADS (3D+3" DOUBLE NUTS)P = BOLT PROJECTION

0' - 0 3/4"

0' -

2 3/

4"

0' -

2"0'

- 7

3/4"

0' -

4 1/

2"

D

K

PB

A

TOC ELEVATION ASNOTED ON PLANS

SQUARE PL

DAMAGE LAST THREADTO PREVENT REMOVALOF BOLT

TYPE II ANCHOR BOLTUNSLEEVED BOLT

WELD 3PTS

D5/8"3/4"

1"7/8"

1 1/8"1 1/4"1 3/8"1 1/2"

SCHEDULEA2"2"3"3"3"3"4"4"

B8"10"

1'-2"1'-0"

1'-4"1'-6"1'-8"1'-10"

SQUARE PLPL 1/2"x2 1/2" SQ

PL 1/2"x3" SQPL 5/8"x3 1/2" SQPL 5/8"x3 1/2" SQ

PL 3/4"x4" SQPL 3/4"x4 1/2" SQ

PL 7/8"x5" SQPL 7/8"x5 1/2" SQ

REMARKSP=5"P=5"P=5"P=5"P=5"P=5"P=5"P=5"

STANDARD REINFORCEMENT DETAILS

VERTICAL WALL TO SLAB CORNERAND INTERSECTION REINFORCEMENT DETAILS

SEE CORNER REINFORCEMENT NOTE 3

CORNER REINFORCEMENT NOTES:1. UNLESS OTHERWISE INDICATED, THE CONTRACTOR HAS

THE OPTION OF REINFORCING CORNERS IN ACCORDANCEWITH OPTION #1 OR OPTION #2.

2. UNLESS OTHERWISE INDICATED, THE CONTRACTOR HASTHE OPTION OF CONSTRUCTING INTERSECTIONS WITHOR WITHOUT CONSTRUCTION JOINTS. REINFORCE PERAPPLICABLE DETAIL.

3. INDICATES CONTRACTOR OPTION: WITH ORWITHOUT LAP SPLICE AT THESE LOCATIONS.

ELEVATION

VERT REINFNOT SHOWN

ELEVATION

DOWEL

VERT REINFNOT SHOWN

VERT REINFNOT SHOWN

ELEVATION ELEVATION

DOWEL TYP

VERT REINFNOT SHOWN

LAP

SPLI

CE

LAP

SPLI

CE

LAPSPLICE

LAP

SPLI

CE

LAP

SPLI

CE

LAP SPLICE

HORIZONTAL WALL REINFORCEMENT DETAILSINTERSECTIONS


PLANWITHOUT CJ

PLANWITH CJ

PLANWITHOUT CJ

PLANWITH CJ

VERT REINFNOT SHOWN

VERT REINFNOT SHOWN

VERT REINFNOT SHOWN

VERT REINFNOT SHOWN

DOWEL TYP

LAP

SPLI

CE

STD 90°HOOK UNO

DOWEL

HORIZONTAL WALL REINFORCEMENT DETAILSCORNERS


PLANOPTION #1

PLANOPTION #2

PLANOPTION #1

PLANOPTION #2

VERT REINFNOT SHOWN

VERT REINFNOT SHOWN

VERT REINFNOT SHOWN

VERT REINFNOT SHOWN

LAP SPLICE LAP SPLICE

LAP

SPLI

CE

CORNER BAR

STD 90°HOOKWHEREINDICATED

LAP SPLICE LAP SPLICE

LAP

SPLI

CE

STD 90°HOOKWHEREINDICATED

STD 90°HOOK UNO

STD 90°HOOK UNO

STD 90°HOOK UNO

STD 90°HOOK UNO

STD 90°HOOK UNO

LAP

SPLI

CE

TOPDEVELOPMENT LENGTH

REINFORCING DEVELOPMENT AND SPLICESf'c=4000psi

1'-7"2'-1"

3'-1"2'-7"

5'-2"

6'-7"7'-3"

5'-10"

4'-6"

1'-3"#3

#11#10

#8#9

#6#7

#4#5

4'-0"4'-6"

5'-7"5'-1"

1'-7"

2'-5"2'-0"

3'-6"

BARSIZE OTHER

2'-0"1'-7"

5'-2"

7'-3"

5'-10"6'-7"

3'-1"4'-6"

2'-1"2'-7"

6'-8"

9'-5"

7'-7"8'-6"

4'-0"5'-10"

2'-8"3'-4"

SPLICE LENGTHOTHER TOP

- MAIN REINF- LAPPED REINF

7"#3

#8

#10#11

#9

#5

#7#6

#4

1'-7"

2'-0"2'-3"

1'-10"

1'-0"1'-3"1'-5"

10"

DEVELOPMENT LENGTHSHOOKED BARS (f'c = 4000psi)

LENGTH ORMIN EMBEDMENTBAR SIZE

TYPICAL REINFORCING NOTES:1. REINFORCING BAR DEVELOPMENT AND LAP SPLICE LENGTHS SHALL

BE AS SHOWN IN THESE TABLES UNLESS NOTED OTHERWISE ONTHE DRAWINGS.

2. THE LENGTHS SHOWN IN THE TABLES ARE BASED ON THE FOLLOWINGCONCRETE COVERAGE AND REINFORCING C-C SPACING:BEAMS OR COLUMNS: COVER ≥ 1.0bd (BAR DIAMETER)

CENTER TO CENTER (C-C) SPACING ≥ 2.0bdALL OTHERS: COVER ≥ 1.0bd

CENTER TO CENTER SPACING > 3.0 bd3. TOP BARS ARE DEFINED AS HORIZONTAL REINFORCEMENT PLACED

SUCH THAT MORE THAN 12" OF FRESH CONCRETE IS CAST IN THEMEMBER BELOW THE DEVELOPMENT LENGTH OR SPLICE.

4. THE DEVELOPMENT AND SPLICE LENGTHS SHOWN SHALL NOTAPPLY IF ANY OF THE FOLLOWING CONDITIONS OCCUR:A) f'c < 4000 psiB) fy > 60,000 psiC) THE COVER OR C-C BAR SPACING IS NOT AS LISTED ABOVE.D) THE REINFORCING STEEL IS EPOXY COATED.E) LIGHT WEIGHT CONCRETE IS USED.

5. WHERE BAR SPLICES ARE STAGGERED SUCH THAT ONE-HALF OR LESSOF TOTAL REINFORCEMENT IS SPLICED WITHIN REQUIRED LAP LENGTH.SPLICE LENGTH MAY EQUAL DEVELOPMENT LENGTH.

6. CENTER TO CENTER SPACING(S) IS DEFINED AS BELOW:

LEN

GTH

CRITICALSECTION

12X DIA OF BAR

LEN

GTH

0' -

0 1/

8"

4x D

IA O

F BA

RO

R 2

1/2

" MIN

RADIUS OF HOOK:4x DIA OF BAR - #3 TO #8 BARS5x DIA OF BAR - #9 TO #11 BARS6x DIA OF BAR - #14 & #18 BARS

MIN

EMBE

DM

ENT LA

PSP

LIC

E

SEE

NO

TE 1

LAP

SPLI

CEHOOKED BAR

DETAIL 1 DETAIL 2

DEVELOPMENT LENGTH NOTES:1. WHERE DWGS ARE DETAILED SIMILIAR TO DETAIL 2,

EXTEND THE EMBEDMENT LENGTH SUCH THAT THEHOOKED BAR CONTACTS THE LAYER OF MAINREINFORCING SHOWN.

2. EMBEDMENT LENGTHS IN CHART ARE TYPICALEXCEPT AS NOTED IN DETAIL 2, OR AS INDICATEDON DRAWINGS.

TYPICAL REINFORCING DEVELOPMENT AND SPLICES

0' - 1 1/8""S"

(4) 3/4" DIATYPE V ANCHOR

CL COL

'A' ANCHOR SIZEPATTERN A 3 1/2" 3/4" DIA

PATTERN B 5 1/2" 3/4" DIA

ANCHOR BOLT PATTERN

PATTERN A,B,C

A

A

'A'

'A'

'A' 'A'

NOT TO SCALE

TYP CONCRETE STEM WALL CONTROL JOINTNOT TO SCALE

3/4"

STOP ALTERNATEHORIZONTAL REBARAT CONTROL JOINT

NOTE:PROVIDE CONTROL JOINTS IN CONCRETE STEM WALLS AT 20'-0" MAX.MAXIMUM LENGTH WALL POUR BETWEEN CONSTRUCTION JOINTS 100'-0"

3/8"

SLOPE

FD

SLOPE

SLO

PERAD=18"

SLOPE 1/2"TO DRAIN

TYPICAL FLOOR DRAIN DETAIL

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/15/2013 1:54:44 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-00

7

S-007

STAN

DAR

D C

ON

CR

ETE

DET

AILS

4/17

/201

3B.

BR

ETTM

ANN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

2" T

YP

"D"

1 #5 EF (TYP)

FOR 6" THICK CONCRETE & LESS USE:1 #5 CENTER FOR WALLS1 #5 TOP FOR SLABS

ADD BARSIN FLOOR SLABS:1 #5 EF

IN WALLS:1 #5 EF FOR "D" LESS THAN 24"1 #6 EF FOR "D" = 24" TO 36"

ADD BARS (TYP ALL OPENINGS):1 #5 EF FOR "D" LESS THAN 24"1 #6 EF FOR "D" = 24" TO 36"

CO-1UNSLEEVED OPENING

NOTES:1. MINIMUM LENGTH OF ALL BARS SHALL BE "D" + 3'-6" WITH BARS

CENTERED ON OPENING.2. FOR OPENINGS LESS THAN 12" IN DIAMETER, THE ADD BARS ARE

NOT REQUIRED IF NO REINFORCING IS CUT BY THE OPENING.3. SHORT SPAN OF SLAB = LESSER DISTANCE BETWEEN SUPPORT

MEMBERS.4. REINFORCE OPENINGS WITH "D" LARGER THAN 3'-0" AS INDICATED

ON THE DRAWINGS. IF NOT INDICATED, CONTACT THE ENGINEER.5. FOR CONCRETE OPENINGS THROUGH STEEL DECKING, BLOCK

OUT CONCRETE WITHIN OPENING WITH STYROFOAM OR OTHERAPPROVED MATERIAL AND SEAL WITH DUCT TAPE. CUT DECK TOMATCH INSIDE DIMENSIONS OF OPENING AFTER CONCRETE HAS SETFOR 7 DAYS.

6. METAL DECKING HOLES AND OPENINGS SHALL NOT BE CUT UNTILIMMEDIATELY PRIOR TO BEING PERMANENTLY FILLED WITH THEEQUIPMENT OR STRUCTURE INTENDED TO FULFILL ITS SPECIFICUSE OR SHALL BE IMMEDIATELY COVERED. SEE OSHA SECTION29CFR1926 SUBPART R.

7. REINFORCING SHOWN REPRESENTS THE MINIMUM REQUIREED ATALL CO-1 OPENINGS UNO.

6' -

6"5'

- 10

"SH

OR

T SP

AN O

F C

ON

C

1 #5 x4'-0" LG. EF (TYP)FOR 6" THICK CONCRETE & LESS USE:1 #5 CENTER FOR WALLS1 #5 TOP FOR SLABS

ADD BARSIN FLOOR SLABS:1 #5 EFIN WALLS:1 #5 EF FOR "L" LESS THAN 24"1 #6 EF FOR "L" = 24" TO 36"

ADD BARS (TYP ALL OPENINGS):1 #5 EF FOR "W" LESS THAN 24"1 #6 EF FOR "W" = 24" TO 36"

CO-2UNSLEEVED OPENING

NOTES:1. MINIMUM LENGTH OF ALL BARS SHALL BE ("L" OR "W") + 3'-6" WITH

BARS CENTERED ON OPENING.2. FOR OPENINGS ("L" OR "W") LESS THAN 12", THE ADD BARS ARE NOT

REQUIRED IF NO REINFORCING IS CUT BY THE OPENING.3. SHORT SPAN OF CONC = LESSER DISTANCE BETWEEN SUPPORT

MEMBERS.4. REINFORCE OPENINGS WITH "L" OR "W" LARGER THAN 3'-0" AS

INDICATED ON THE DRAWINGS. IF NOT INDICATED, CONTACT THEENGINEER.

5. FOR CONCRETE OPENINGS THROUGH STEEL DECKING, BLOCK OUTCONCRETE WITHIN OPENING WITH STYROFOAM OR OTHER APPROVEDMATERIAL AND SEAL WITH DUCT TAPE. CUT DECK TO MATCH INSIDEDIMENSIONS OF OPENING AFTER CONCRETE HAS SET FOR 7 DAYS.

6. METAL DECKING HOLES AND OPENINGS SHALL NOT BE CUT UNTILIMMEDIATELY PRIOR TO BEING PERMANENTLY FILLED WITH THEEQUIPMENT OR STRUCTURE INTENDED TO FULFILL ITS SPECIFIC USE

OR SHALL BE IMMEDIATELY COVERED. SEE OSHA SECTION 29CFR1926SUBPART R.7. REINFORCING SHOWN REPRESENTS THE MINIMUM REQUIREED AT ALL

CO-2 OPENINGS UNO.

6' -

6"

SHO

RT

SPAN

OF

CO

NC

2" TYP

"W"

"L"

SPLICE- SEE SCHEDULE S001

SEE SECTIONSFOR FOOTING DETAILS

CONSTRUCTION JOINT-SEE PLANS FOR LOCATION

TYPICAL CONSTRUCTION JOINT (CJ)

0' - 0"

3/8" EXPANSIONJOINT MATERIAL

TYPICAL EXPANSION JOINT (EJ)

2 LAYERS 30# FELT

TYPICAL ISOLATION JOINT

*

*

SEALANT

SAWED JOINT FACE

BACKUP ROD ORPOLYETHYLENE STRIP

INITIAL SAWCUT

* SEE SLAB JOINT DETAIL

0' -

3"

0' - 0"

COLUMN ISOLATION JOINTSNOT TO SCALE

CONCRETE PLACEMENTSECOND STAGE

CONTRACTION JOINTCONSTRUCTION OR

SEALED ISOLATION

CONCRETE PLACEMENTSECOND STAGE

JOINT DISCONTINUEREINFORCEMENT (TYP)

CONSTRUCTION ORCONTRACTION JOINT

JOINT DISCONTINUEREINFORCEMENT (TYP)

SEALED ISOLATION

4" MIN

INTERIOR

EXTERIOR

GRID

GRID

GRID

GRID

AT CONTRACTOR'SOPTION, REPLACEDIAMOND ISOLATIONJOINT WITH CIRCLE0' - 0

3/8"

4" MIN

AT CONTRACTOR'SOPTION, REPLACEDIAMOND ISOLATIONJOINT WITH CIRCLE

0' - 0 1/

4"

NOTE:USE CIRCULAR OPTIONWHERE NO FLOORJOINTS INTERSECT.

CONTRACTION JOINT (CTJ)

3/4" DIA X 1'-4" @ 1'-0"PAINT AND GREASE ONE END

NOT TO SCALECONSTRUCTION JOINT (CJ)

NOT TO SCALE

SEE SLAB JOINT DETAIL

VAPOR RETARDER

H

H/2

H

1/4" EXPANSION JOINT FILLER2 LAYERS 30# ROOFING FELT OR

1/8" TO 1/4" SEALED

SMOOTH DOWELS

3" MAX

H/4

MIN

(SAWED OR FORMED)

H

NOT TO SCALEISOLATION JOINT (IJ)


1/8" TO 1/4" SEALED(SAWED OR FORMED)


H/4

MIN

.

TYP3" MAX

VAPOR RETARDER

VAPOR RETARDER

4" AGGREGATE BASE

TYPICAL SLAB ON GRADE JOINTSNOTE: DISCONTINUE REINFORCEMENT

AT JOINT UNO

4" AGGREGATE BASE

4" AGGREGATE BASE

REINFORCING PERPLANS, CUT AT JOINT



1.5T T

5T

TYPICAL SLAB EDGENOT TO SCALE

21

T

1'-0" MIN

TSE

E PL

ANR

ECES

S D

EPTH

LAP REINF

TYPICAL DETAIL AT SLAB RECESSNOT TO SCALE

NOTE:PROVIDE DIAGONAL #4x3'-0"TOP OR #4 CORNER BAR TOPAT ALL CORNERS OF RECESS.

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/15/2013 1:54:50 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-00

8

S-008

STAN

DAR

D S

LAB

ON

GR

ADE

DET

AILS

4/17

/201

3B.

BR

ETTM

ANN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

TYPICAL SLAB JOINT SEALANT DETAIL

NOTES:1. UNLESS NOTED OTHERWISE ALL BEAMS ON COLUMN ROW SHALL

BE IN ACCORDANCE WITH TABLE 10-2 CASE 1 WITH SHOP WELDS.2. THE NUMBER INDICATES THE MINIMUM NUMBER OF ROWS OF HIGH

STRENGTH BOLTS FOR THAT END CONNECTION. END CONNECTIONSSHALL BE STANDARD "FRAMED BEAM" SLIP CRITICAL CONNECTIONSPER TABLE 10-1 CASE 1 OF AISC STEEL CONSTRUCTION MANUAL13TH EDITION. AT CONTRACTORS OPTION UNLESS OTHERWISEINDICATED THE FOLLOWING MINIMUMS APPLY TO TABLE 10-1 CONNECTIONS.

0' -

2"

0' - 2"

0' -

2"

0' - 2"

G G¹

GG

G & G¹ = 2" MIN FOR STD HOLES (G¹ = 1 1/4" MIN FOR BEAMS LESSTHAN A W12).G & G¹ = 2 1/4" MIN FOR OVERSIZED AND SHORT SLOTTED HOLES(G¹ = 1 3/8" MIN FOR BEAMS LESS THAN A W12).MINIMUM CLIP ANGLE THICKNESS SHALL BE 5/16" BEAM TO BEAMCONNECTION.MINIMUM CLIP ANGLE THICKNESS SHALL BE 3/8" BEAM TOCOLUMN CONNECTION.TABLE 10-2 CASE 1 WELDS TO BE 3/16"

3. WHERE NO STANDARD "FRAMED BEAM" CONNECTIONS SYMBOL ( X )IS INDICATED BEAM END CONNECTIONS SHALL BE IN ACCORDANCEWITH THESE NOTES AND WITH THE FOLLOWING MINIMUM NUMBEROF HIGH STRENGTH BOLTS:

C6, W6, OR LESS = 2 ROWS W21 = 4 ROWSC8 OR W8 = 2 ROWS W24 = 5 ROWSC10 OR W10 = 2 ROWS W27 = 6 ROWSC12 OR W12 = 2 ROWS W30 = 7 ROWSW14 = 3 ROWS W33 = 8 ROWSC15 OR W16 = 3 ROWS W36 = 8 ROWSW 18 = 4 ROWS

4. THE NUMBER OF BOLTS AND NUMBER OF ROWS OF BOLTS INDICATEDOR STATED IS THE MINIMUM NUMBER OF BOLTS OR ROWS. PROVIDEADDITIONAL BOLTS OR CONNECTION DEVICES, IF NECESSARY, TOCOMPLY WITH OSHA REGULATION 29CFR1926 SUBPART R-STEELERECTION.

5. ROWS OF BOLTS: THE NUMBER OF FASTENERS IN A VERTICAL ROW.6. BEAM CONNECTIONS ARE BASED ON THE USE OF STANDARD,

OVERSIZED OR SHORT-SLOTTED HOLES AS DEFINED BY AISC STEELCONSTRUCTION MANUAL 13TH EDITION. LONG-SLOTTED HOLES ARENOT PERMITTED.

7. BEAM CONNECTIONS GAGE SHALL BE 5 1/2" MAX GAGE MAY BEREDUCED AT FABRICATORS OPTION.

8. ON ONE SIDE OF EACH DOUBLE CONNECTION OF BEAMS TO A COLUMNWEB OR A GIRDER WEB DIRECTLY OVER A COLUMN. PROVIDE TEMPORARYSEAT ANGLE ATTACHED TO COLUMN OR GIRDER WEB AND BOTTOMFLANGE OF BEAM. MINIMUM SEAT CONNECTION SHALL BE L4x3x3/8 LLHWITH 2 - 3/4"Ø A325-ST BOLTS EACH LEG. SINGLE AND DOUBLE STAGGEREDCONNECTIONS ARE PROHIBITED WITHOUT THE EXPLICIT PRIOR APPROVALIN WRITING OG THE STRUCTURAL ENGINEER OF RECORD.

W16X26

STEEL BEAM SIZE

X

STANDARD "FRAMED BEAM"CONNECTION SYMBOL SEENOTES BELOW

STANDARD FRAMED BEAM CONNECTIONS

3/16

SEE PLAN FOR BEAM SIZE

FULL HEIGHT STIFFENER PLATE

STIFFENER PLATE 5 /16", TYP UNLESSNOTED OR DETAILED OTHERWISE

EXTEND PLATE AS MAYBE REQ'D FORCONNECTIONS

PARTIAL HEIGHT STIFFENERPLATE, WELD TO TOPFLANGE WHEN LOAD ISAPPLIED TO TOP FLANGE (i.eCARRIED COLUMN)

FULL HEIGHT STIFFENER PLATE

WELD W/(2) SIDES FOR PARTIALHEIGHT STIFFENERS. (3)SIDES FOR FULL HEIGHTSTIFFENERS

(K+1/2") MAX. BEAM 'K'DISTANCE PER AISC

(K+1/2") MAX. BEAM'K' DISTANCE PER AISC

PARTIAL HEIGHT STIFFENER PLATE.WELD TO BOTTOM FLANGE WHENLOAD IS APPLIED TO BOTTOM FLANGE(i.e HANGER)

NOTE: A.) USE LARGER PLATE AND WELD AS MAY BEREQ.'D BY BEAM CONNECTION SCHEDULE

B.) USE FULL HEIGHT STIFFENER PLATE, TYPUNLESS NOTED OR DETAILED OTHERWISE

STIFFENER PLATESNOT TO SCALE

0' -

0 1/

8"

0' -

0 1/

8"

1/4" TYP

TYPICAL UNDERHUNGMECHANICAL/ELECTRICAL EQUIPMENT

NOT TO SCALE

C6x8.2UNO

SEE CHANNEL TO JOIST TOPCHORD DETAIL THIS SHEET

HANGER RODSBY MANUFACTURER

C6x8.2UNO

SEE MECH DRAWINGSFOR EQUIPMENT(MAX WT 600 lbs)

C6x8.2 UNO

L4x6x1/4 (LLV) x 6" LONG(USE L4X8X1/4 (LLV) AT C8)

REINF JOIST SEE JOISTREINFORCING DETAIL

JOIST OR BEAMPER PLANS

NOT TO SCALECHANNEL TO JOIST TOP CHORD DETAIL

3/163 SIDES

3/16

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/15/2013 1:54:55 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-00

9

S-009

STAN

DAR

D S

TEEL

DET

AILS

4/17

/201

3B.

BR

ETTM

ANN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

BEAM STABILITY BRACING DETAILNOT TO SCALE

MIN BRACE LOAD = 500LB (FACTORED).SEE PLAN FOR TYP ARRANGEMENT

BEAM PER PLANL2 1/2x2 1/2x1/4

3"

3/16" BENT PLATETERMINATE 3 1/2"FROM JOIST CL,TYP

4 1/

4"

MATCH ROOF SLOPE

ED-1NOT TO SCALE

3/16 4-12

MAT

CH

JOIS

T D

EPTH

ROOF JOIST NOTES:1. ALL JOISTS SHALL BE CAPABLE OF SUPPORTING AN ADDITIONAL 300# CONCENTRATED

LIVE LOAD LOCATED AT ANY POINT ON THE TOP OR BOTTOM CHORDS WITHOUT THEJOIST REINFORCING DETAIL IN ADDITION TO ALL LOADS SHOWN IN LOADING DIAGRAM.

2. DEAD LOADS TABULATED DO NOT INCLUDE AN ALLOWANCE FOR JOIST SELF-WEIGHT.3. JOIST DEFLECTION SHALL NOT EXCEED 1/240 OF THE SPAN DUE TO TOTAL LOAD

NOR 1/360 OF THE SPAN DUE TO LIVE LOAD.4. STEEL JOISTS HAVE BEEN PRELIMINARY SIZED FOR GRAVITY LOADS ONLY. CONTRACTOR

SHALL CHECK AND RESIZE JOISTS AND PROVIDE ADDITIONAL BRIDGING AS REQUIREDFOR ALL UPLIFT LOADS INDICATED ON DRAWING S-005. CONTRACTOR SHALL ALSODESIGN ALL BRIDGING MEMBERS AND CONNECTIONS FOR STEEL JOISTS, ENDCONDITIONS, AND BRIDGING.

5. STEEL JOISTS SHALL BE INSTALLED TO FORM A FLAT PLANE FOR ROOF DECK ATTACHMENT.PROVIDE JOIST MODIFICATIONS AND SHIMS AS REQUIRED.

6. UNLESS NOTED OTHERWISE, ALL JOISTS SUPPORTING THE ROOF DECK SHALL BE FIELDWELDED TO SUPPORTING MEMBERS. THESE WELDS SHALL BE VERIFIED BY THE JOISTMANUFACTURER. FOR DESIGN WIND PRESSURES SEE DRAWING S-005.

7. DISTRIBUTED LOAD VALUES ARE PER UNIT AREA. CONTRACTOR SHALL DETERMINETRIBUTARY WIDTH AND CORRESPONDING LOAD PER UNIT LENGTH FOR EACH JOISTSHOWN ON DRAWINGS AND SHALL DESIGN JOISTS ACCORDINGLY.

8. W2, W3, AND W5 SNOW LOADS SHALL BE APPLIED SIMULTANEOUSLY BUT NOT INCOMBINATION WITH W1 SNOW LOADS.

LOADING DIAGRAM FOR K SERIES JOISTNOT TO SCALE

ALL JOISTS ARE DESIGNATED "SP"

SPANCL SUPPORT CL SUPPORT

W2

W1

P1 ANYWHERE ALONG SPAN

A C

B

W4

D

W3

W5

JOIST EXTENDEDEND PER PLAN/SECTIONTYPE R3 UNO

BEAM STABILITY BRACING DETAILNOT TO SCALE

BEAM PER PLAN

MIN BRACE LOAD = 500LB (FACTORED).SEE PLAN FOR TYP ARRANGEMENT

11

L2 1/2x2 1/2 x1/4

ROOF DECK

0' -

4"

4 1/

4"

TYPICAL BRIDGING CONDITIONSNOT TO SCALE

WIDE FLANGE BEAMJOISTS

BRIDGING

NOTE:"K" SERIES JOIST BRIDGING SHOWN, "LH" JOISTSREQUIRE BOLTED DIAGONAL BRIDGING.BRIDGING SHALL BE PER SJI SPECIFICATIONS

REINFORCING L1 1/2x1 1/2x3/16EACH SIDE OF JOIST WEB ATCONCENTRATED LOADS NOTOCCURING AT JOIST PANEL POINT

P

P

JOIST REINFORCING DETAILNOT TO SCALE

NOTE:USE FOR LOADS FROM BRACING,PIPING, MECH DUCTS, MECH UNITS,ETC, WHEN "P" IS GREATER THAN 300#

CL JOIST SEAT

TYPICAL JOIST SEAT PLATE (SLOPED/SKEWED)NOT TO SCALE

3" 3"

AS R

EQU

IRED

1/4" BENT PL

4 1/

4"

TYPICAL BRIDGING CONDITIONSNOT TO SCALE

WIDE FLANGE BEAMJOISTS

BRIDGING

WALL

HORIZONTALBRIDGINGAT WALL

NOTE:"K" SERIES JOIST BRIDGING SHOWN, "LH" JOISTSREQUIRE BOLTED DIAGONAL BRIDGING.BRIDGING SHALL BE PER SJI SPECIFICATIONS

TYPICAL DECK RIDGE PLATENOT TO SCALE

DECK RIDGE (OR VALLEY)PLATE, SEE SECTION 05 30 00

WP EL

4 1/

4" B

E AR

ING

SEA

T

DEA

PTH

PER

PLA

N

4 1 /

4" B

E AR

ING

SEA

T

SPAN PER PLAN

PER PLAN

OVERHANG

123

TYPICAL JOIST PROFILENOT TO SCALE

GRID GRID

4 1/

4" B

E AR

ING

SEA

T

PER PLAN

OVERHANG

123

TYPICAL OPEN WEB DOUBLE PITCH JOIST PROFILENOT TO SCALE

1' -

1"

GRID GRIDGRID

2' -

0"

EQ EQSPAN PER PLAN

NOTE: W2, W3, AND W4 SNOW LOADS SHALL BE USED SIMULTANEOUSLY BUT NOT IN COMBINATION WITH W1 SNOW LOADS.

DCL SUPPORT CL SUPPORT

W1

C A

W3

W4

B

P1 ANYWHERE ALONG SPAN

LOADING DIAGRAM FOR DOUBLE PITCHED ROOF JOISTNOT TO SCALE

W2

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/15/2013 1:55:03 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-01

0

S-010

STAN

DAR

D J

OIS

T D

ETAI

LS4/

17/2

013

B. B

RET

TMAN

N

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

JOIST SCHEDULE

JOISTTYPE

SPAN(MAX)

W1W2 SNOW

LOAD(PSF)

W3 SNOWLOAD(PSF)

W4 SNOWLOAD(PSF)

W5 SNOWLOAD(PSF)

P1(LB)

"A"(FT)

"B"(FT)

"C"(FT)

"D"(FT) COMMENTS

DEADLOAD(PSF)

LIVELOAD(PSF)

SNOWLOAD(PSF)

COLLATERALLOAD (PSF)

10K1SP 10' - 4" 12 20 25 8 25 - - - 300 5'-2" - - -12K1SP 15' - 6" 12 20 25 8 25 - - - 300 7'-9" - - -14K1SP 18' - 4" 12 20 25 8 10 - 27.6 - 300 15'-0" - - 6'-5"16K4SP 20' - 8" 12 20 25 8 7.5 25 - 13 300 10'-4" 8'-0" 10'-4" - SEE NOTE 818K9SP 25' - 10" 12 20 25 8 7.5 25 - 13 300 12'-11" 8'-0" 12'-11" - SEE NOTE 826K6SP 36' - 8" 12 20 25 8 10 - 27.6 - 300 15'-0" - - 6'-5"

DOUBLE PITCHED ROOF JOIST SCHEDULE

SPAN(MAX)

W1W2 SNOW

LOAD(PSF)

W3 SNOWLOAD(PSF)

W4 SNOWLOAD(PSF)

P1(LB)

"A"(FT)

"B"(FT)

"C"(FT)

"D"(FT)

DEADLOAD(PSF)

LIVELOAD(PSF)

SNOWLOAD(PSF)

COLLATERALLOAD (PSF)

48' - 4" 12 20 25 8 7.5 25 13 300 12'-1" 8'-0" 12'-1" 48'-4"

STANDARD OPENING SECTION

3/16 1"

3/16

3/16 1"

OPENINGBETWEENFLUTES

OPENING CUTTINGONE FLUTE ONLY

UP TO 24" OPENINGPERPINDICULAR TO DECK

OPENING GREATER THAN24" AND UP TO 60"

OPENINGS BETWFLUTES. NOREINF REQD

14 GAGE GALVSTEEL PL FASTENEDTO DECK FLUTESTOP OR BOT

2 FLUTES MINTO REMAINBETWEENOPENINGS

1'-2

"M

AX

2'-0"MAX

JOIST OR BEAM

C4x5.4 (FLANGES DOWN)FASTENED TO UNDERSIDEOF DECK W/ #12 GALVSELF-DRILLING SCREWAT EACH FLUTE. EXTENDC4 A MIN OF 3 FLUTES ONEACH SIDE OF OPENING

NOTES:1. SEE ARCH, MECH, AND ELEC DWGS FOR LOCATIONS AND SIZES OF OPENINGS.2. SEE STRL PLANS FOR FRAMING AT OPENINGS GREATER THAN 5'-0" IN ANY DIRECTION.

JOIST OR BEAM

C4x5.4 SPANBETWEENSTEEL JOISTOR BEAM.

C4x5.4 AT EDGE OFOPENING ATUNDERSIDEOF DECK

METAL ROOF DECK

L4x4x1/4 x 0'-6"

STL BM/JOISTC4x5.4

1"1"

ROOF DECK OPENING DETAILSNOT TO SCALE

3/16

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


12"

= 1

'-0"

4/15/2013 1:56:21 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-01

1

S-011

STAN

DAR

D E

LEVA

TED

DEC

KD

ETAI

LS4/

17/2

013

B. B

RET

TMAN

N

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

1' - 1" 1/2" 3" 3" 3"1/2"3" 3" 3"

3"3"

3"3"

3/8" PLATEEACH SIDE

1" DIAMETER A325-SC BOLTS3/4" PLATE

1' -

1"

3/83/8

HSS6x6x3//8 BRACE END CONNECTION

1' - 6" 1/2" 2" 4" 2"1/2"2" 4" 2"

2"4"

4"4"

2"

3/8" PLATEEACH SIDE

1" DIAMETER A325-SC BOLTS

3/4" PLATE

1' -

5"

3/83/8

HSS8x8x3/8 BRACE END CONNECTION

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


1 1

/2" =

1'-0

"

4/15/2013 1:56:25 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-01

2

S-012

STAN

DAR

D B

RAC

ING

DET

AILS

4/17

/201

3B.

BR

ETTM

ANN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

NOT TO SCALE NOT TO SCALE

ROOF DECK PER PLAN

JOIST PERPLAN, TYP

BEAM PER PLAN, TYPMETAL STUD PER ARCH

WT4x12, LOCATE 1'-6"FROM COLUMN @ 3'-0" OC

3/16METAL STUD SUPPLIERTO PROVIDE VERTICALSLIP CONNECTION L5x5x3/8 CONT W/ (2)

3/4" A325 BOLTS LSL

GRID

312

*SIMILAR AT END WALL AT BEAMS

1 #12 SCREW MINIMUMEACH SIDE OF STUD

18 GA. MINIMUMBOTTOM TRACK

CONCRETE FOUNDATIONWALL OR FLOOR SLAB

2 0.157"x1" POWDER ACTUATEDFASTENERS OR 1/4" TAPCONSCREWS MINIMUM WITHIN 2" OFSTUD WEB AT EACH STUD LOCATION

STEEL STUD

1 #12 SCREW MINIMUMEACH SIDE OF STUD

18 GA. MINIMUMBOTTOM TRACK

STRUCTURAL STEEL

2 #12 SELF TAPPING SCREWSOR 2-0.145 POWDER ACTUATEDFASTENERS MINIMUM WITHIN 2"OF STUD WEB AT EACH STUD

STEEL STUD

ROOF DECK PER PLAN

BEAM PER PLAN, TYPMETAL STUDWALL PER ARCH

WT4x12, LOCATE 1'-6"FROM COLUMN @ 3'-0" OC

3/16

METAL STUD SUPPLIERTO PROVIDE VERTICALSLIP CONNECTION

L5x5x3/8 CONT W/ (2)3/4" A325 BOLTS LSL

GRID

HORIZ HSS SUPPORTPER ELEVATIONS

SLIP CONN ATEACH STUD

GRID

CONT 3/16"BENT PLATE 3"

STEEL STUD WALL

11 5/8" @ W18 COLUMNS

6 5/8" @ W10 COLUMNS

3"

3/16 4-12

#8 BY 9/16" WAFERHEAD SELF TAPPINGSCREW EACH SIDE 16 GA. MINIMUM

TOP SLIP TRACK(3/4" DEFLECTION)

2 #12 SELF TAPPING SCREWSOR 2-0.145 POWDER ACTUATEDFASTENERS MINIMUM WITHIN 2"OF STUD WEB AT EACH STUD

STEEL WALL STUD

STRUCTURAL STEEL

STRUCTURAL STEEL STUD WALL NOTES1.

STRUCTURAL STUDS SHALL BE AS FOLLOWS:2.

3.

4.

5.

6.

S

ALL TRACK OF ALL STRUCTURAL STUD WALLS SHALL BE 16 GAGE MINIMUM.

a. ALL EXTERIOR NON LOAD-BEARING WALL FRAMING : PER SCHEDULE

FASCIA & SOFFIT FRAMING: PER SCHEDULEb.

AT TRACK BUTT JOINTS, ABUTTING PIECES OF TRACK SHALL BE SECURELYANCHORED TO A COMMON STRUCTURAL ELEMENT OR THEY SHALL BE SPLICEWELDED TOGETHER.

ALL STRUCTURAL STUD WALLS SHALL HAVE ROWS OF HORIZONTALBRIDGING INSTALLED AT A MAXIMUM OF 4'-0" O.C., SEE TYPICAL DETAIL.

ALL WELDING SHALL CONFORM TO THE PROVISIONS OF AWS D1.1 ANDANSI/AWS D1.3 - 98. WHERE THE WELD THROAT IS NOT SHOWN ON THEDRAWINGS, THE WELD THROAT SHALL BE AT LEAST AS LARGE AS THE THICK-NESS OF THE THINNEST SHEET JOINED. ALL WELDS SHALL PROVIDE COMPLETEFUSION OF THE SHEETS WITHOUT "BLOWOUTS".

STRUCTURAL STUDS ARE DEFINED AS STEEL STUDS USED IN EXTERIOR WALLFRAMING, AND FASCIA/SOFFIT FRAMING.

STUD SCHEDULE (MIN STUD PROPERTIES)

LOCATION STUD Fy (ksi)MINIMUM

MINIMUMSECTION

MODULUS (in )3

MINIMUMMOMENT

OF INERTIA (in )4

EXTERIOR WALLS 600S200-54 50 1.106 3.319

SOFFIT 400S162-33

MAXIMUMHEIGHT/LENGTH

14' - 0"

33 0.322 6' - 0"0.918

7. WALL SLIDE CLIPS AT EXTERIOR WALL STUDS TO SUPPORT 750 POUNDMINIMUM UNFACTORED WORKING LOAD.

SPACING

16"

16"

8. ALL CONNECTOR AND CONNECTOR COMPONENTS SHALL HAVE CURRENTICBO ESR REPORTS.

STEEL STUDFRAME WALL

CONTINUOUSBRIDGINGCHANNEL

METAL CLIP ANGLEOR OTHER SSMAAPPROVED METHOD

1/16TYP

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/15/2013 1:56:28 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-01

3

S-013

EXTE

RIO

R S

TUD

WAL

L W

ALL

DET

AILS

4/17

/201

3B.

BR

ETTM

ANN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

TYPICAL STUD WALL AT ROOF JOIST

TYPICAL BOTTOM TRACK CONNECTION TOCONCRETE

TYPICAL BOTTOM TRACK CONNECTION TOSTEEL

TYPICAL STUD WALL AT ROOF BEAM TYPICAL STUD WALL AT HSS SUPPORT

TYPICAL TOP SLIP TRACK CONNECTION TOSTEEL TYPICAL BRIDGING

SHEATHINGSEE ARCH

600S200-54 EXTERIORSTEEL STUDS, 16"MAXIMUM SPACING

RIGID INSULATIONSEE ARCH

1 NO. 9 WIRE HORIZONTALJOINT REINFORCEMENTAT 16" O.C. VERTICALLY

ARC

H PER

6"

BRICK MASONRYFACADE

NOTE 4

BRICK EXPANSIONJOINT LOCATIONSEE ARCH DWGS

NOTE 2C

NOTE 2B

NOTE 2A

NOTES:1. DETAIL IS FOR USE WHERE BRICK MASONRY FACADE IS REQUIRED.

SEE ARCHITECTURAL SHEETS FOR MASONRY FACADE TYPE.2. HOHMANN & BARNARD OR APPROVED EQUAL MASONRY VENEER

ANCHOR PRODUCTS:2A. VBT - VEE BYRNA TIE2B. X-SEAL VENEER ANCHOR WITH SCREWS TO STUD2C. SEISMICLIP

3. MASONRY VENEER ANCHORS TO BE SPACED AT EACH STUDHORIZONTALLY AND AT 16" MAXIMUM VERTICAL SPACING.

4. TERMINATE JOINT REINFORCEMENT 2" EACH SIDE OF JOINT.

3/8"

SEALANT (SEE JOINTSEALANT SPECIFICATIONS)

3/8"

MASONRY FACADEEXTERIOR FACE

BACKING ROD NO MORTAR BEHINDBACKING ROD

0' -

1"

1" TYP, SEE TYPICAL SHELFANGLE AT SLOPED SUPPORTFOR SLOPED CONDITIONS

CONT L5X5X1/2

3/16 4-123/16 4-12

HSS PER PLANSAND ELEVATIONS

CONT L7X4X1/2

2' - 8"

8" T

YP

123

HSS

3/16 4-123/16 4-12

L7X4X1/2

NOTES:1. ALL SHELF ANGLES FOR EXTERIOR BRICK VENEER SHALL

BE GALVANIZED. PROVIDE IN 10'-0" MAXIMUM LENGTHSWITH 1/16" GAP BETWEEN SEGMENTS. AT CORNERS,LENGTH SHALL NOT BE LESS THAN 4'-0"

4"

SEE ARCH DWGS

6' - 8" MAX OPENING WIDTH 4"

ELEVATION

WT4X12 (GALV)

WT4 MORTAREDTIGHT TO BRICK

BRICK VENEER

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/15/2013 1:56:31 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-01

4

S-014

STAN

DAR

D M

ASO

NR

YVE

NEE

R D

ETAI

LS4/

17/2

013

B. B

RET

TMAN

N

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

TYPICAL BRICK MASONRY FACADEEXPANSION JOINT DETAIL

TYPICAL EXPANSION JOINT DETAIL

TYPICAL MASONRY SHELF ANGLE AT HSSDETAIL

TYPICAL MASONRY SHELF ANGLE ATSLOPED SUPPOR DETAIL

TYPICAL LOOSE LINTEL

AT 12" OCEACH SIDE

DOUBLE 600S200-54 STUDS AT EACH JAMB

16 GAGE BOTTOM TRACK

(4) NO 12 SCREW

16GA, 4"x4"x0'-4" ANGLE

(4) 0.157"Øx1 1/4", POWER ACTIVATED FASTENEROR 1/4" TAPCON SCREWS AT EACH JAMB

14' -

0" ± M

A X

6' -

0"

MAX

4' - 0"

DOUBLE 600S200-54STUDS AT EACH JAMB

600S200-54STUDS AT 16" OC

16 GAGEBOTTOM TRACK

DOUBLE 600S200-54STUDS AT HEAD AND SILL

DOUBLE 600S200-54STUDS AT HEAD AND SILL

SEE TYPICAL ATFPWINDOW FRAMING BASECONDITION DETAIL FORCONN SIMILAR

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/15/2013 1:56:35 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-01

5

S-015

TYPI

CAL

ATF

P4/

17/2

013

B. B

RET

TMAN

N

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

ATFP WINDOW FRAMING CONDITION - STUDWALL

ATFP 4X6 OPENING

1 2 3 4 5 6 7

A

B

C

G

E

D

F

22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6"

5' -

2"19

' - 0

"19

' - 0

"5'

- 2"

15' -

0"

21' -

8"

F1

F1F1

F6F7

F5F7

F1F1F2F2

F4

F1F1

F7

F7

F1F3 F3

F1 F1 F4

D3S-300

C1

C1C1 C1

C1 C1 C1

C1

C1

C1

C1C1C1C1

C1C1

C1

C3

C3 C3

C3 C3

C3

C3

WF1

WF1

WF1 WF1 WF1 WF1 WF1 WF1

WF1

WF1

WF1

WF1

WF1

WF1

WF1WF1WF1WF1

WF1

WF1

2' -

1"

2' - 1"

24' -

2"

24' -

2"

2' - 1"

2' - 1"

2' -

1"

15' - 6" 7' - 0"

14' -

8"

7' -

0"1' - 8"

1' - 8"

1' -

8"

NOTE 9, TYP

NOTE 12, TYP

NOTE 4

NOTE 3 NOTE 2

D3S-300

D3S-300

D3S-300

D3S-300

D3S-300

D1S-300

TOF EL 99' - 0"

TOF EL 99' - 0" TOF EL 99' - 0"

TOF EL 99' - 0"

TOF EL 99' - 0"TOF EL 99' - 0"

TOF EL 99' - 0"

TOF EL 99' - 0"

2' -

1"

F1C2

WF1

TOF EL 99' - 0"TOF EL 99' - 0"TOF EL 99' - 0"TOF EL 99' - 0"

TOF EL 99' - 0"

F1

F1

F1

F1 F1

30' - 3" 22' - 11"

14' - 8"

11' -

9 1

/2"

11' -

9 1

/2"

11' -

9 1

/2"

F1

NOTES:1. SEE DWG S-001 AND S-002 FOR GENERAL STRUCTURAL NOTES,

SEE DWG S-003 FOR ABBREVIATIONS AND KEY,SEE DWG S-004 FOR SPECIAL INSPECTION REQUIREMENTS,SEE DWG S-005 FOR WIND AND SNOW ISO,SEE DWG S-006 FOR TYPICAL FOUNDATION DETAILS,SEE DWG S-007 FOR TYPICAL CONCRETE DETAILS,SEE DWG S-008 FOR TYPICAL SLAB ON GRADE DETAILS,SEE DWG S-009 FOR TYPICAL STEEL FRAMING DETAILS,SEE DWG S-010 FOR TYPICAL JOIST DETAILS,SEE DWG S-011 FOR TYPICAL ELEVATED DECK DETAILS,SEE DWG S-012 FOR TYPICAL BRACING DETAILS.SEE DWG S-013 FOR TYPICAL METAL STUD DETAILS,SEE DWG S-014 FOR TYPICAL MASONRY VENEER DETAILS,SEE DWG S-015 FOR TYPICAL ATFP WINDOW DETAILS.

2. SLAB ON GRADE AT OFFICE/CLASSROOM/COMPUTER ROOM SHALLBE 4 INCH THICK CONCRETE SLAB REINFORCED WITH 6X6:W2.9XW2.9WWF ON 10 MIL VAPOR BARRIER ON 4 INCH THICK AGGREGATEBASE COURSE.

3. SLAB ON GRADE AT MECHANICAL/ELECTRICAL ROOMS ROOM SHALLBE 6 INCH THICK CONCRETE SLAB REINFORCED WITH 6X6:W2.9XW2.9WWF ON 10 MIL VAPOR BARRIER ON 4 INCH THICK AGGREGATE BASECOURSE.

4. FUSELAGE TRAINER ROOM. ROOM SHALL BE 8 INCH THICKCONCRETE SLAB REINFORCED WITH #4 BARS AT 18 INCHES ONCENTER EACH WAY ON 10 MIL VAPOR BARRIER ON 4 INCH THICKAGGREGATE BASE COURSE.

5. XX INDICATES BRACES BAY LOCATIONS. SEE BUILDING ELEVATIONS FOR GEOMETRY.6. F#, WF#, AND C# INDICATES FOOTING TYPE, WALL FOOTING TYPE,

AND COLUMN, SEE FOUNDATION SCHEDULES AND FOR COLUMNSCHEDULE THIS DRAWING.

7. GROUND FLOOR DATUM ELEVATION 100.00. TOP OF FOOTINGELEVATION 97'-6" TYPICAL UNO.

8. PROVIDE #4 X 4’-0” CENTERED IN SLAB AT RE-ENTRANT CONRERSAND DISCONTINUOUS JOINTS.

9. AT EXTERIOR DOORS, USE #4 BARS AT SLAB.10. SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR EXTERIOR

SIDEWALKS, PAVING, AND STOOPS.11. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATIONS AND

SIZES OF EQUIPEMENT PADS, SEE DRAWING S-004 FOR TYPICAL PADDETAIL.

12. SLAB ON GRADE CONTROL JOINTS AND CONSTRUCTION JOINTS, SEETYPICAL DETAILS ON DRAWING S-006. SLAB ON GRADECONSTRUCTION JOINT LAYOUTS TO BE DETERMINED BY THECONTRACTOR AND REVIEWD AND APPROVED BY THE CONTRACTINGOFFICER. COORDINATE JOINTS AROUND FINAL IN-SLAB UTILITYTRENCH LAYOUTAND SIMULATOR FOUNDATIONS. CONTRACTOR TOSUBMIT SLAB PLACEMENT PLAN AND PROCEDURES FOR REVIEW ANDAPPROVAL.

1'-4"1'-4"

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/15/2013 1:56:38 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-10

0

S-100

FOU

ND

ATIO

N A

ND

SLA

B O

NG

RAD

E PL

AN4/

17/2

013

B. B

RET

TMAN

N

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

B1 FOUNDATION PLAN0 4' 8' 16'

SCALE:1/8"=1'

ISOLATED FOOTING SCHEDULEID WIDTH LENGTH THICKNESS REINFORCINGF1 5' - 0" 5' - 0" 1' - 0" 5-#7 EW BOTTF2 7' - 0" 7' - 0" 3' - 0" 7-#7 EWF3 8' - 0" 8' - 0" 3' - 0" 8-#7 EW BOTTF4 18' - 0" 13' - 0" 4' - 0" #7 @ 12" OCF5 9' - 0" 9' - 0" 3' - 0" 9-#7 EWF6 10' - 0" 10' - 0" 3' - 0" 10-#7 EWF7 11' - 0" 11' - 0" 3' - 0" 11-#7 EW

COLUMN SCHEDULEID COLUMN SIZE ANCHORAGE BASE PLATE TYPEC1 W18X106C2 W10X49C3 W10X33C4 HSS8X8X1/4

WALL FOOTING SCHEDULEID WIDTH THICKNESS REINFORCING

WF1 2' - 6" 1' - 0" 3-#5 CONT

1 2 3 4 5 6 7

A

B

C

G

E

D

F

W18X40 W18X40 W18X40 W18X40 HSS8X8X1/2

HSS6X6X1/2

HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2

HSS

8X8X

1/2

HSS

8X8X

1/2

HSS6X6X1/2

W14

X34

W14

X34

W14X34 W16X36 W16X36 W16X36

W14

X34

W14

X34

26K

6SP

26K

6SP

26K

6SP

26K

6SP

HSS

4X4X

1/4

HSS

4X4X

1/4

22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6"135' - 0"

5' -

2"19

' - 0

"19

' - 0

"5'

- 2"

15' -

0"

21' -

8"

85' -

0"

5EQ SP

22' - 6"

5EQ SP

22' - 6"

5EQ SP

22' - 6"

5EQ SP

22' - 6"

JOIST BEARING EL=123'-2"

NOTE 4

26K

6SP

26K

6SP

26K

6SP

26K

6SP

26K

6SP

26K

6SP

26K

6SP

26K

6SP

26K

6SP

26K

6SP

26K

6SP

26K

6SP

26K

6SP

26K

6SP

26 K

6SP

NOTE 6

4' -

5" O

V ER

HA N

G


90' - 0"

D7S-500

D3S-500

5' - 0" 17' - 6"

HSS

4X4X

1/4

14K

1SP

14K

1SP

14K

1SP

14K

1SP

W14

X30

W14X38

W18X40

D1S-500

18' - 2" 4' - 4"


NOTES1. SEE DWG S-001 AND S-002 FOR GENERAL STRUCTURAL NOTES,


2. GROUND FLOOR DATUM ELEVATION 100.000. TOP OF ROOFVARIES WITH SLOPE, SEE PLANS AND ELELVATIONS FORJOIST BEARING AND STEEL ELEVATIONS.

3. XX INDICATES BRACES BAY LOCATIONS. SEE BUILDINGELEVATIONS FOR GEOMETRY.

4. ROOF DECK IS 1-1/2 INCH DEEP BY 20 GAGE TYPE B ROOFDECK, SEE GSN.

5. SEE DRAWING S-011 FOR TYPICAL ROOF OPENINGFRAMING.

6. JOIST BRIDGING PER MANUFACTURERS REQUIREMENTS,TYPICAL. THE STEEL JOIST SUPPLIER SHALL PROVIDE ALLNECESSARY JOIST BRIDING AND MEANS OF ATTACHMENT.

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/15/2013 1:56:42 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-10

1

S-101

RO

OF

FRAM

ING

PLA

N4/

17/2

013

B. B

RET

TMAN

N

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

B1 ROOF FRAMING PLAN0 4' 8' 16'

SCALE:1/8"=1'

1 2 3 4 5 6 7

A

B

C

G

E

D

F

5' - 3" OVERHANG 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 5' - 3" OVERHANG

48' -

4"

36' -

8"

HSS

4X4X

1/4

10K

1SP

12K

1SP

16K

4SP

HSS4X4X1/4

10K1SP

12K1SP

16K4SP

18K9SP

16K4SP

12K1SP

10K1SP

HSS4X4X1/4

HSS

4X4X

1/4 10K

1SP

12K

1SP

16K

4SP W

14X34

W14X34

HSS4X

4X1/4

HSS4X4X1/4

16K

4SP

12K

1SP

10K

1SP

HSS

4X4X

1/4 HSS4X4X1/4

10K1SP

12K1SP

16K4SP

18K9SP

16K4SP

12K1SP

10K1SP

HSS4X4X1/4 HSS

4X4X

1/4

10K

1SP

12K

1SP

16K

4SP

HSS4X

4X1/4

HSS4X4X1/4

W18X35

W21

X68

W18X35 W21X73

W18X46 W18X40

W18X40 W18X40

W18X40 W18X46

W21X73 W18X35

W18X35

W18

X40

W18

X40

T1 T1

OPEN WEB DOUBLEPITCH ROOF JOIST

5' -

2"19

' - 0

"19

' - 0

"5'

- 2"

15' -

0"

21' -

8"

LOW ROOFBELOW

5EQ SP

24' - 2" 2' - 10"

4EQ SP

18' - 0"

5EQ SP

22' - 6"

5EQ SP

22' - 6"

4EQ SP

18' - 0" 2' - 10"

5EQ SP

24' - 2"

5' -

3" O

VER

HA N

G24

' - 2

"24

' - 2

"5'

- 3"

OV

ERH

A NG

48' -

4"

NOTE 6

NOTE 4

JOIST BEARING EL=37'-0" TYP

B1S-500

B5S-500

B5S-500

B1S-500

NOTES1. SEE DWG S-001 AND S-002 FOR GENERAL STRUCTURAL NOTES,


2. GROUND FLOOR DATUM ELEVATION 100.000. TOP OF ROOFVARIES WITH SLOPE, SEE PLANS AND ELELVATIONS FORJOIST BEARING AND STEEL ELEVATIONS.


4. ROOF DECK IS 1-1/2 INCH DEEP BY 20 GAGE TYPE B ROOFDECK, SEE GSN.

5. SEE DRAWING S-011 FOR TYPICAL ROOFOPENING FRAMING.

6. JOIST BRIDGING PER MANUFACTURERS REQUIREMENTS,TYPICAL. THE STEEL JOIST SUPPLIER SHALL PROVIDE ALLNECESSARY JOIST BRIDING AND MEANS OF ATTACHMENT.

7. SEE DRAWING S-XXX FOR TRUSS SECTIONS AND DETAILS.8. T1 INDICATES TRUSS TYPE, SEE DRAWING ____.

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/15/2013 1:56:44 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-10

2

S-102

HIG

H R

OO

F FR

AMIN

G P

LAN

4/17

/201

3B.

BR

ETTM

ANN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

USB1 HIGH ROOF FRAMING PLAN0 4' 8' 16'

SCALE:1/8"=1'

TOC 100' - 0"

BCG E

24' - 2" 24' - 2" 15' - 0"

63' - 4"

HSS8X8X1/2

HSS8X8X1/2

W18X40 W18X40

HSS8X8X1/2

HSS8X8X1/2

HSS6X6X1/2 HSS6X

6X1/2

HSS8X8X1/2

HSS6X6X1/2 HSS6X6X1/2 HSS8X8X1/2

HSS6X6X1/2 HSS6X

6X1/2

W18

X106

W18

X106

W18

X106

TOS EL 114' - 0"

TOS EL 123' - 0"

TOS EL 137' - 0"

TOS EL 128' - 11"

BOS EL 134' - 11"

W14X30 HSS4X4X1/4

W10

X49

TOS EL 113' - 4"

TOS EL 119' - 9 3/8"

TOC 100' - 0"

ABC

W14X34

W14X34

HSS4X4X1/4

W10

X33

W10

X33

W18

X106

TOS EL 123' - 6 1/4"

TOS EL 114' - 4 1/4"

TOS EL 119' - 9 3/8"

15' - 0" 21' - 8"

36' - 8"

HSS6X6X1/2 HSS6X

6X1/2

HSS8X8X1/2

HSS

6X6X

1/2 HSS6X6X1/2

TOS EL 114' - 0" HSS8X8X1/2

TOS EL 113' - 4"

TOC 100' - 0"

ABC

W14X34

W14X34 HSS4X4X1/4

W10

X33

W10

X33

W18

X106

HSS

6X6X

1/2 HSS6X6X1/2

HSS8X8X1/2

HSS6X6X1/2 HSS6X

6X1/2

TOS EL 123' - 6 3/8"TOS EL 119' - 9 3/8"

TOS EL 114' - 4 1/4"

15' - 0" 21' - 8"

36' - 8"

TOS EL 114' - 0"

TOC 100' - 0"

CG DF

5' - 2" 38' - 0" 5' - 2"48' - 4"

W21X68 W18X35 W18X35

HSS6X6X1/2

HSS6X6X1/2

HSS6X6X1/2

HSS

6X6X

1/2

HSS

6X6X

1/2

HSS

6X6X

1/2

HSS12X8X1/2

HSS8X8X1/2

HSS

8X8X

1/4

HSS

8X8X

1/4

W18

X106

W18

X106

W18

X106

W18

X106

HSS6X6X1/2

HSS6X6X1/2

HSS6X6X1/2

HSS6X6X1/2

TOS EL 114' - 0"

TOS EL 123' - 0"

TOS EL 128' - 11"

TOS EL 134' - 11"TOS EL 137' - 0"

8" 36' - 8" 8"

HSS

8X4X

1/4

HSS

8X4X

1/4

HSS

8X4X

1/4

HSS

8X4X

1/4

HSS

8X4X

1/4

HSS

8X4X

1/4

HSS

8X4X

1/4

HSS

8X4X

1/4

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


1/8

" = 1

'-0"

4/15/2013 1:56:47 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-20

0

S-200

FRAM

ING

ELE

VATI

ON

4/17

/201

3B.

BR

ETTM

ANN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

D1 ELEVATION GRID 1 D5 ELEVATION GRID 2

A1 ELEVATION GRID 6 A5 ELEVATION GRID 7

0 4' 8' 16'

SCALE:1/8"=1'

0 4' 8' 16'

SCALE:1/8"=1'

0 4' 8' 16'

SCALE:1/8"=1'

0 4' 8' 16'

SCALE:1/8"=1'

TOC 100' - 0"

23456

W10

X33

W16X36

W10

X33

W16X36

W10

X33

W16X36

W10

X33

W14X34

HSS

6X6X

1/2

HSS6X6X1/2 W10

X33

22' - 6"22' - 6"22' - 6"22' - 6"

90' - 0"

TOS EL 114' - 0"

TOC 100' - 0"

1234567

HSS8X8X1/2

HSS8X8X1/2 W18X46 W18X35 W18X40 W18X40 W18X46 W18X35

W18X40 W18X40 W18X40 W18X40

HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2

W18

X106

W18

X106

W18

X106

W18

X106

W18

X106

W18

X106

W18

X106

22' - 6"22' - 6"22' - 6"22' - 6"22' - 6"22' - 6"

135' - 0"

HSS

6X6X

1/2

HSS6X6X1/2

HSS6X6X1/2 HSS6X6X1/2

HSS

6X6X

1/2

HSS6X6X1/2

HSS12X8X1/2

TOS EL 114' - 0"

BOS EL 123' - 9"

TOS EL 128' - 11"

BOS EL 134' - 11"TOS EL 137' - 0"

W18X40 HSS8X8X1/2TOS EL 123' - 2"

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


1/8

" = 1

'-0"

4/15/2013 1:56:50 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-20

1

S-201

FRAM

ING

ELE

VATI

ON

4/17

/201

3B.

BR

ETTM

ANN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

E1 ELEVATION GRID A

A1 ELEVATION GRID C

0 4' 8' 16'

SCALE:1/8"=1'

0 4' 8' 16'

SCALE:1/8"=1'

TOC 100' - 0"

1234567

22' - 6"22' - 6"22' - 6"22' - 6"22' - 6"22' - 6"135' - 0"

HSS8X8X1/2

W18X40 W21X73 W18X35 W18X40 W21X73 W18X35

HSS8X8X1/2



HSS8X8X1/2

HSS8X8X1/2 HSS8X8X1/2 HSS8X8X1/2

HSS8X8X1/2

W18

X106

W18

X106

W18

X106

W18

X106

W18

X106

W18

X106

W18

X106

HSS12X8X1/2

HSS

8X8X

1/4

HSS

8X8X

1/4

HSS12X8X1/2

HSS12X8X1/2

HSS

8X8X

1/4

HSS

8X8X

1/4

HSS

8X8X

1/4

HSS

8X8X

1/4

HSS8X8X1/2

TOS EL 114' - 0"

TOS EL 123' - 0"

BOS EL 134' - 11"

TOS EL 128' - 11"

BOS EL 112' - 8"

TOS EL 114' - 0"

TOS EL 137' - 0"

BOS EL 116' - 0"

2' - 4"12' - 8"7' - 6"2' - 2"20' - 4"2' - 4" 3' - 8"8' - 0"14' - 6"

5' - 0"17' - 6" 18' - 2"4' - 4"

HSS6X6X1/2 HSS

6X6X

1/2


HSS6X6X1/2 HSS6X

6X1/2

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


1/8

" = 1

'-0"

4/15/2013 1:56:53 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-20

2

S-202

FRAM

ING

ELE

VATI

ON

4/17

/201

3B.

BR

ETTM

ANN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

D1 ELEVATION GRID G0 4' 8' 16'

SCALE:1/8"=1'

TOC 100' - 0"

2' - 2"

8" 1' - 2" 8"

2' - 6"

BRICK W/ METALSTUD, SEE ARCH

EXPANSION JOINT

#4 @ 12"2' -

6"1'

- 0"

#4 @ 12"

4-#4

#4 @ 9"

#4 @ 12" EF

GRID

TOC 100' - 0"

GRID

COLUMN, BASE PLATE,AND ANCHOR BOLTS PERPLANS AND SCHEDULE

CONCRETE POURBACKISOLATION JOINT

SLAB ON GRADEPER PLANS

FOOTING PERSCHEDULE SC

HED

ULE

PER

1' -

0"

CENTER ON COLUMN

PER SCHEDULE

1-1/2" GROUT

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


3/4

" = 1

'-0"

4/15/2013 1:56:57 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-30

0

S-300

FOU

ND

ATIO

N D

ETAI

LS4/

17/2

013

B. B

RET

TMAN

N

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

D3 SECTIOND1 SECTION0 1' 2' 3'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/4"=1'

1

A

B

2 3 4 5 6 7

6"25

' - 0

"6"

6' - 0" 17' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 17' - 0" 6' - 0"

106' - 0"

5' -

0"

6"

TOF EL 97' - 6"

TOC EL 103'-3"TOC EL 102'-7"

-8"

-8"

-8"

A1S-400

NOTE 6 TYP

NOTE 7WF1

WF1

WF1

WF1

WF1

6"

WF1

5' -

0"

NOTE 7

NOTES:1. SEE DWG S-001 AND S-002 FOR GENERAL STRUCTURAL NOTES,

SEE DWG S-003 FOR ABBREVIATIONS AND KEY,SEE DWG S-004 FOR SPECIAL INSPECTION REQUIREMENTS,SEE DWG S-005 FOR WIND AND SNOW ISO,SEE DWG S-006 FOR TYPICAL FOUNDATION DETAILS,SEE DWG S-007 FOR TYPICAL CONCRETE DETAILS,SEE DWG S-008 FOR TYPICAL SLAB ON GRADE DETAILS,SEE DWG S-009 FOR TYPICAL STEEL FRAMING DETAILS,SEE DWG S-010 FOR TYPICAL JOIST DETAILS,SEE DWG S-011 FOR TYPICAL ELEVATED SLAB DETAILS,SEE DWG S-012 FOR TYPICAL BRACING DETAILS.SEE DWG S-013 FOR TYPICAL METAL STUD DETAILS,SEE DWG S-014 FOR TYPICAL MASONRY VENEER DETAILS,SEE DWG S-015 FOR TYPICAL ATFP WINDOW DETAILS.

2. SLAB ON GRADE SHALL BE 8 INCH THICK CONCRETE SLABREINFORCED WITH #4@12"OC EW ON 10 MIL VAPORBARRIER ON 4 INCH THICK AGGREGATE BASE COURSE.


4. WF# WALL FOOTING TYPE, SEE FOUNDATION SCHEDULE FORCOLUMN SCHEDULE THIS DWG.

5. INDICATES ELEVATION CHANGE.6. SLAB ON GRADE CONTROL JOINTS AND CONSTRUCTION JOINTS,

SEE TYPICAL DETAILS ON DWG S-006. SLAB ON GRADE CONSTRUCTION JOINT LAYOUTS TO BE DETERMINED BY THE CONTRACTOR AND REVIEWED AND APPROVED BY THE CONTRACTING OFFICER.

7. STAIRS, SEE ARCHITECTURAL DWGS.

A

8"1'

- 0"

CENTER UNDER WALL

3' - 0"

8"

ROLLER DECKSEE ARCH

SLAB ON GRADEPER PLANS

PAVING PER CIVIL

#4 BARS AT 12"OC EACHWAY WALL CENTERLINE

#4 BARS AT 12"OC

4-#5 CONT

1' -

0"

EL 97' - 6"

3" C

LEAR

HANDRAILS ANDBUMPERS PER ARCH

HOOKINTO SLAB

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/15/2013 1:57:16 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-40

0

S-400

OU

TDO

OR

CAR

GO

SU

PPO

RT

FOU

ND

ATIO

N A

ND

SLA

B PL

AN4/

17/2

013

B. B

RET

TMAN

N

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

D1 FIRST FLOOR0 4' 8' 16'

SCALE:1/8"=1'

WALL FOOTING SCHEDULEID WIDTH THICKNESS REINFORCING

WF1 3' - 0" 1' - 0" 4-#5 CONT

A1 SECTION0 1' 2' 3'

SCALE:3/4"=1'

ROOFING PER ARCH

ROOF DECKPER PLANS

TOS EL PERELEVATIONS

1' - 6"

EXTERIOR WALLPER ARCH

STEEL STUD WALLPER ARCH AND S-014

TYPICAL MASONRY SHELFANGLE AT HSS DETAIL PER S-014

TOS ELPER PLANS

ED-1 PER DRAWING S-010

STEEL BEAMPER PLANS

ROOF JOISTPER PLANS

GRID

TYPICAL STUD WALL ATROOF BEAM, SEE S-013

SOFFIT PER ARCH

CONT 3/16"BENT PLATE

4"

9"

EXTERIOR VENEERWALL PER ARCH

3/16

ROOFINGPER ARCH

ROOF DECKPER PLANS

TOS PERPLANS

ED-1 PERDRAWING S-010

ROOF JOISTPER PLANS

STEEL BEAM PER PLANSSTEEL STUD WALLPER ARCH AND S-013

GRID

4' - 4 1/4"


4"

9"

3/16


ROOFING PER ARCH

ROOF DECKPER PLANS

TOS ELPER PLANS


STEEL BEAM PER PLANS

HSS WINDOW SUPPORTPER ELEVATIONS

TRANSLUCENTPANEL PER ARCH

L5X3X1/4 CON ATTRANSLUCENT PANELS

3/16 4-12

SOFFIT PER ARCH DOUBLE PITCHED ROOFJOIST PER PLANS

GRID

1' - 6"

5' - 5 1/4"


4"

9"

3/16


ROOFING PER ARCH

ROOF DECKPER PLANS

TOS ELPER PLANS


STEEL BEAM PER PLANS

HSS WINDOW SUPPORTPER ELEVATIONS

TRANSLUCENTPANEL PER ARCH

L5X3X1/4 CON ATTRANSLUCENT PANELS

3/16 4-12

SOFFIT PER ARCH

ROOF JOISTPER PLAN

GRID

1' - 6"

5' - 5 1/4"

1' - 9"

EXTERIOR VENEERWALL PER ARCH

STEEL STUD WALLPER ARCH AND S-013

BEAM PER PLAN

3/16 4-12

ROOFING PER ARCH

ROOF DECK PER PLANS

EL PER PLANS

GRID

CONT BENT PLATE

1' - 9"4"

TYPICAL STUD WALL ATROOF BEAM, SEE S-013

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


3/4

" = 1

'-0"

4/15/2013 1:57:04 PM

B. B

RET

TMAN

N

C. M

CG

EE

-

4/17

/201

3

EP14

S-50

0

S-500

FRAM

ING

DET

AILS

4/17

/201

3B.

BR

ETTM

ANN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

D7 SECTIOND3 SECTION

B1 SECTION B5 SECTION

D1 SECTION0 1' 2' 3'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/4"=1'

0 1' 2' 3'

SCALE:3/4"=1'

AACOUST. ACOUSTICALACT ACOUSTIC TILEADP ART DISPLAY PANELADT ART DIPLAY TRACKADJ ADJACENT, ADJUSTABLEAFF ABOVE FINISH FLOORAFP ACCORDION FOLDING PARTITIONAFS ACCESS FLOOR SYSTEMAHU AIR HANDLING UNITAL/GL ALUMINUM / GLASSALUM ALUMINUMAFS ACCESS FLOOR SYSTEMAPPROX APPROXIMATEARCH ARCHITECTURE, ARCHITECT

ABBREVIATIONS -SEE ADDITIONAL FINISH MATERIAL ABBREVIATIONS IN THE MATERIALLEGEND, ON ROOM FINISH SCHEDULE

BB BENCHBM BEAMBD BOARD, BLAST DOORBLDG BUILDINGBLKG BLOCKINGBOT BOTTOMBP BULLIT PROOF

CCAB CABINETCID COMPREHENSIVE INTERIOR DESIGNCMU CONCRETE MASONRY UNITCJ CONTROL JOINT,

CONSTRUCTION JOINTC CENTER LINECLG CEILINGCOL COLUMNCONC CONCRETECONSTR CONSTRUCTIONCONT CONTINUOUSCONTR CONTRACT, CONTRACTORCOR CONTRACTING OFFICER'S

REPRESENTATIVECPT CARPET OR COMMON PATH OF

TRAVEL (LIFE SAFETY PLANS)CR CHAIR RAILCT CARPET TILECUP CENTRAL UTILITY PLANTCR CHAIR RAIL

L

DDBL DOUBLEDC DISPLAY CASEDET DETAILDIA DIAMETERDIM DIMENSIONDML DEMOLITIONDN DOWNDR DOORDS DOWNSPOUTDWG DRAWING

EEA EACHEEWS EMERGENCY EYEWASH & SHOWEREF EXHAUST FANEJ EXPANSION JOINTEL ELEVATIONELEV ELEVATOREQUIP EQUIPMENTEQ. EQUALETC AND SO FORTH (ETCETERA)EWC ELECTRIC WATER COOLEREXIST EXISTINGEXP EXPANSIONEJ EXPANSION JOINTEXT EXTERIOR

FFD FLOOR DRAINFDN FOUNDATIONFEB FIRE EXTINGUISHER

& WALL BRACKETFEC FIRE EXTINGUISHER CABINETFFL FINISH FLOOR LEVELFHC FIRE HOSE CABINET

(WITH EXSTINGUISHER & BRACKET)FHR FIRE HOSE REEL

(WITH EXSTINGUISHER & BRACKET)FIN FINISHED, FINISHFFEL FINISHED FLOOR ELEVATIONFLR FLOORFO FACE OF

GGA GAUGEGALV GALVANIZEDGEJ GUTTER EXPANSION JOINTGL GRADE LINE, GLASSGRTG GRATINGGYP GYPSUMGYP BD GYPSUM BOARD

HHD HANDHDWR HARDWAREHM HOLLOW METALHORIZ HORIZONTALHP HIGH POINTHT. HEIGHTHVAC HEATING, VENTILATION & AIR

CONDITIONINGI

I.D. INSIDE DIAMETERINSUL INSULATIONINT INTERIOR

JJC JANITOR'S CLOSETJT JOINT

LLAM LAMINATELAV LAVATORYLBL LABELLVR LOUVERLVR LP LOUVER LOW POINTLP LOW POINT

MMACH MACHINEMAINT MAINTENANCEMANUF MANUFACTUREMAS MASONRYMAX MAXIMUMMECH MECHANICALMIN MINIMUMMISC MISCELLANEOUSMO MASONRY OPENINGM.R. MIRROREDMTD MOUNTEDMTL METAL

NNIC NOT IN CONTRACTNGVD NATIONAL GEODETIC

VERTICAL DATUMNO NUMBERNTS NOT TO SCALE

OO.C. ON CENTERO.D. OUTSIDE DIAMETEROFF OFFICEOPP OPPOSITEOPP. HD. OPPOSITE HANDOPNG OPENINGOTS OPEN TO STRUCTURE

PP PAINT (e.g. P-1)PTD PAINTEDPLAS. LAM. PLASTIC LAMINATEP. PLATEPNL PANELPR PAIRPLYWD PLYWOOD

RR OR RAD RADIUSRA RETURN AIRRCP REFLECTIVE CEILING PLANRD ROOF DRAINRE: REFERENCERECP RECEPTACLEREG REGULARREINF REINFORCEDREQ'D REQUIREDRGH ROUGH

SSCHED. SCHEDULESCIF SENSITIVE COMPARTMENTED

INFORMATION FACILITYSECT SECTIONSHT SHEETSID STRUCTURAL INTERIOR DESIGNSIM SIMILARSPEC SPECIFICATIONSPS SYNTHETIC PANEL SYSTEMSS STAINLESS STEELSSMA STEEL STUD MANUFACTURERS

ASSOCIATIONWWW.SSMA.COM

STC SOUND TRANSMISSIONCOEFFICIENT

STL STEELSTOR STORAGESTRUC STRUCTURALSUPP. SUPPORTSUSP SUSPENDED

TTD TRAVEL DISTANCETECH TECHNICALTHK THICKTHRU THROUGHTLT TOILETT & B TOP & BOTTOMT.O.P. TOP OF PARAPETT.O.S. TOP OF STEELTYP TYPICAL

UU.N.O. UNLESS NOTED OTHERWISEUL UNDERWRITERS LABORATORY

VVENT VENTILATE, VENTILATORVERT VERTICALVOL VOLUME

WW WIDTHW/ WITHWD WOODWT WEIGHT

GENERAL NOTESTHESE GENERAL NOTES SHALL APPLY TO ALL WORK AND ALLDRAWINGS IN THIS SET.

MATERIAL SYMBOLS

RIGID INSULATION

PLYWOOD

CONCRETEMASONRY UNIT

CONCRETE

EARTH

GROUT

STEEL

GRAVEL

GRATING

FINISHED WOOD

BATT INSULATION

DIMENSION LUMBER

METAL STUD WALL

BACKER ROD ANDSEALANT

1A101

CALLOUT IDENTIFICATIONSECTION, DETAIL, AND ELEVATION SYMBOL IDENTIFIERS:

1A101

DRAWING SEQUENCE NUMBER INDICATES WHERETITLE IS LOCATED (MAY NOT BE PRESENT IF CALLOUTAND TITLE ARE ON THE SAME DRAWING)

ONE OR TWO CHARACTER DISCIPLINE DESIGNATOR(MAY NOT BE PRESENT IF CALLOUT AND TITLE AREON DRAWINGS WITHIN THE SAME DISCIPLINE)

PLANNORTH

BUILDING SECTION CALLOUT EXAMPLE:

DETAIL CALLOUT EXAMPLE:

EXTERIOR ELEVATION CALLOUT EXAMPLE:

SECTION, DETAIL, AND ELEVATION TITLE EXAMPLE:

1A888

1A101

1 VIEW TITLE

WALL SECTION CALLOUT EXAMPLE:

1A888

1A888

A101

1

1 1

1

N

VIEW TITLE

A1A1

A1





A1

LETTER AND NUMBER DESIGNATOR .LETTER IDENTIFIES THE SHEET ROW LOCATIONAND NUMBER IDENTIFIES THE SHEET COLUMNLOCATION OF DETAIL

A1

LETTER AND NUMBERINDICATES DETAIL

DRAWING NUMBERWHERE DETAIL ISDRAWN

LETTER AND NUMBERINDICATES ELEVATION

DRAWING NUMBERWHERE ELEVATIONIS DRAWN

A1

A1

A1

A1A1

INTERIOR ELEVATION CALLOUT EXAMPLE:

DRAWING NUMBERWHERE ELEVATIONSARE DRAWN

LETTER AND NUMBERINDICATES ELEVATION

OVERALL AND AREA PLAN TITLE EXAMPLE:

TRUENORTH

A1 0 1/2' 1' 1 1/2'

SCALE:1-1/2"-1'

0 1/2' 1' 1 1/2'

SCALE:1-1/2"-1'

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

" = 1

'-0"

4/16/2013 8:29:11 AM

TJ K

IM

M. P

OLL

MAN

N

TJ K

IM

4/17

/201

3

EP14

A-00

1

A-001

ARC

HIT

ECTU

RAL

LEG

END

/AB

BREV

IATI

ON

S &

GEN

ERAL

NO

TES

4/17

/201

3TJ

KIM

KC-

46A

FUSE

LAGE

TRA

INER

17. ALL CONDUITS, PLUMBING, PIPING, DUCTWORK, AND OTHER EQUIPMENT EXPOSED TO VIEW SHALL BE LOCATEDPARALLEL OR PERPENDICULAR TO THE STRUCTURAL FRAMING SYSTEM.

18. PROVIDE GALVANIC PROTECTION BETWEEN DISSIMILAR MATERIALS, WHERE REQUIRED.19. CERAMIC TILE TO BE INSTALLED UP TO 4'-0" ABOVE FINISH FLOOR AND 1'-0" TO EITHER SIDE AT ALL MOP SINK

LOCATIONS. EXTENT OF TILE VARIES BY LOCATION.20. ARCHITECTURAL DETAILS ARE APPLICABLE WHERE INDICATED BY SECTION CUT, BY NOTE, OR BY DETAIL TITLE.

PROVIDE SIMILAR DETAILS AT SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. THE CONTRACTOR MAY REQUESTA CLARIFICATION IF REQUIRED, OTHERWISE THE MORE STRINGENT REQUIREMENTS SHALL CONTROL.

21. PROVIDE FIRE-STOPPING SYSTEMS AT TOP OF AND AT ALL PENETRATIONS THROUGH FIRE-RATED PARTITIONS.22. SEAL ALL EXTERIOR BUILDING JOINTS AT BOTH THE EXTERIOR AND INTERIOR SURFACES AGAINST MOISTURE AND

AIR INFILTRATION.23. SEAL AROUND ALL DOOR AND WINDOW FRAMES, COUNTERTOPS, WALL-MOUNTED FIXTURES AND EQUIPMENT TO

ADJACENT WALL SURFACES.24. THE CONTRACTOR SHALL REVIEW THE DIMENSIONS OF ALL EQUIPMENT IN THE PROJECT REGARDLESS OF THE

SOURCE AND COORDINATE ACCESS TO THE SPACE AND VERIFY CLEAR FLOOR SPACE IS PROVIDED AS REQUIREDTO ENSURE EASE OF INSTALLATION.

25. ALL WORK MUST BE OF GOOD QUALITY, FREE FROM DEFECTS, AND IN ACCORDANCE WITH THE REQUIREMENTS OFTHE CONSTRUCTION DOCUMENTS.

26. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL PENETRATIONS IN THE STRUCTURE FOR THEPROPER INSTALLATION OF THE WORK. REFER TO STRUCTURAL DRAWING FOR SECONDARY FRAMING AND ORREINFORCING REQUIRED AT PENETRATIONS IN STEEL, CONCRETE OR MASONRY.

27. THE CONTRACTOR SHALL PROVIDE ACCESS DOORS OR PANELS AS REQUIRED FOR SERVICING OF PIPING,DUCTWORK, CABLE TRAYS, FIRE DAMPERS AND SIMILAR APPLICATIONS. ALL PROPOSED ACCESS DOOR LOCATIONSTO BE SUBMITTED FOR APPROVAL TO USCOE PRIOR TO INSTALLATION.

28. PROVIDE ALL HVAC, PLUMBING, GAS OR ELECTRIC SERVICE CONNECTIONS TO CASEWORK, FIXTURES, SIGNAGE, OREQUIPMENT INDICATED (WHETHER UNITS ARE INSTALLED BY CONTRACTOR OR BY OTHERS).

29. BRACE PARTITIONS, SUSPENDED CEILINGS, SOFFITS, SUSPENDED ITEMS, ETC. ONLY TO STRUCTURAL ELEMENTSABOVE. DO NOT ANCHOR TO ROOF DECK, PLUMBING / SPRINKLER PIPES, DUCTWORK, ELECTRICAL CONDUIT ORSIMILAR ELEMENTS.

30. EXTEND ALL FLOORING AND WALL-BASE COMPLETELY INTO RECESSES, UNDER OPEN COUNTERTOPS, AND BEHINDALL EQUIPMENT.

1. ALL WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND STANDARDS AS LISTED OR REFERENCED ON LIFESAFETY PLAN AND LIFE SAFETY CRITERIA.

2. THE CONTRACTOR SHALL INCLUDE ALL WORK REQUIRED TO COMPLY WITH ALL APPLICABLE CODES ANDSTANDARDS AS LISTED OR REFERENCED ON LIFE SAFETY PLAN AND LIFE SAFETY CRITERIA.

3. DIMENSIONS SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS AND ELEVATIONS. LARGE SCALE DETAILS ORPLANS SHALL GOVERN OVER SMALL SCALE DETAILS OR PLANS.

4. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL EXIT SIGNS, EMERGENCY LIGHTING SYSTEMS,ALARM SYSTEMS AND AUTOMATIC SPRINKLER SYSTEMS AS REQUIRED BY APPLICABLE CODES AND STANDARDS.

5. ALL FLOORS SHALL BE INSPECTED FOR DAMAGE, WARPING OR OTHER NOTICEABLE DEVIATIONS AND PATCHED ANDLEVELED PRIOR TO COVERING WITH FLOOR FINISHES, INSTALLATION OF ACCESS FLOOR SYSTEM, OR ERECTIONAND INSTALLATION OF COLD-FORMED FRAMING IN THE ATTIC.

6. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL MANUFACTURER'S RECOMMENDEDMAINTENANCE PROCEDURES AND SCHEDULES.

7. ANY MANUFACTURER'S OR BRAND NAME PRODUCTS INDICATED OR SPECIFIED ARE DONE SO TO ESTABLISH AMINIMUM LEVEL OF QUALITY.

8. ALL CONSTRUCTION SHALL MEET OR EXCEED LOCAL INDUSTRY STANDARDS. DETAILS ARE PROVIDED TO INDICATEMINIMUM QUALITY AND TO GIVE STANDARDS OF CONSTRUCTION. IF A CONDITION IS NOT SPECIFICALLY DETAILED,SUBMIT A SIMILAR DETAIL FOR GUIDE AND APPROVAL.

9. THE LETTERS I, O, AND Q ARE NOT USED TO INDICATE DETAILS, SECTIONS OR ELEVATIONS.10. PROVIDE PRESERVATIVE-TREATED WOOD AT ALL LOCATIONS WHERE WOOD IS IN DIRECT CONTACT WITH

CONCRETE OR MASONRY.11. PROVIDE 3/4" FIRE-RETARDANT TREATED PLYWOOD BACKING AT ALL ELECTRICAL, PHONE, AND SECURITY SYSTEM

PANELS.12. PROVIDE FIRE-RESISTANT TREATED WOOD BLOCKING FOR SECURE ANCHORAGE OF ALL SHELVES, RUNNING TRIM,

RAILINGS, SUSPENDED ITEMS, DOOR-STOPS, GRAB-BARS, AND OTHER SIMILAR WOODWORK, HARDWARE, SPECIALTIES, ACCESSORIES, FIXTURES, OR EQUIPMENT.

13. PROVIDE CEMENT BOARD SHEATHING AT ALL AREAS WHERE A TILE SURFACE IS TO BE INSTALLED ON METAL STUDWALL.

14. PROVIDE WATER-RESISTANT GYPSUM BOARD AT ALL WET OR UNCONDITIONED AREAS INCLUDING, BUT NOT LIMITEDTO, PARTITIONS BEHIND SINKS. CONTRACTOR TO INSURE THAT FIRE RATING IS MAINTAINED.

15. PAINT, STAIN, OR COAT ALL EXPOSED SURFACES OF CONSTRUCTION UNLESS NOTED OTHERWISE OR IF SURFACESARE PRE-FINISHED.

16. ALL OPENING DIMENSIONS ARE NOMINAL. THE CONTRACTOR SHALL FIELD MEASURE ALL OPENINGS ANDCOORDINATE WITH THE APPROPRIATE SUPPLIER FOR ALL DOORS AND WINDOWS.

DEFINITIVE DESIGN NOTES1. THIS DEFINITIVE DESIGN STANDARD IS TO DESIGN A NON-SITE SPECIFIC

PROTOTYPICAL KC-46A TRAINING FACILITY THAT IS VERSATILE ENOUGH TOBE SITE ADAPTED AT ANY AIR FORCE, AIR GUARD, OR AIR RESERVEINSTALLATION ACROSS THE UNITED STATES.

2. THIS DEFINITIVE DESIGN STANDARD IS BASED ON THE AVAILABLE UFC'SDESIGN CRITERIA AS OF MARCH 2013.

3. ALL BUILDING SYSTEMS AND COMPONENTS SHALL BE REVIEWED AGAINSTTHE LOCAL CLIMATE, LOCAL BUILDING CODES AND ANY OTHER SPECIALREQUIREMENTS UPON SITE SELECTION. SOME EXAMPLES OF BUILDINGSYSTEMS INCLUDE R-VALUE OF INSULATION, VAPOR BARRIER LOCATION,NECESSITY OF PERIMETER INSULATION BELOW GRADE, GUTTER ANDDOWNSPOUT DESIGN, STORM WATER DISCHARGE, SNOW GUARDS ONROOF, AND EXTERIOR GLAZING LAY- UP. REFERENCE THE DRAWINGS,SPECIFICATIONS AND DESIGN NARRATIVE FOR FURTHER DIRECTION.

4. THE EXTERIOR WALL SYSTEM SHALL BE REVIEWED TO MEET “DOD MINIMUMANTITERRORISM STANDARDS FOR BUILDINGS” UPON SITE SELECTION.

5. THE NECESSITY OF A FIRE PUMP ROOM AND THE SIZE OF THE ROOM SHALLBE REVIEWED AND REVISED UPON SITE SELECTION.

6. THE MECHANICAL YARD SCREEN WALL DESIGN AND LOCATION SHALL BECONFIRMED UPON SITE SECTION.

7. THE ARCHITECTURAL DESIGN AND EXTERIOR WALL MATERIAL SHALL BEREVIEWED AGAINST THE SELECTED SITE “DESIGN STANDARD” ANDNEIGHBORING FACILITIES.

8. THE BUILDING SECURITY SYSTEM, INCLUDING DOOR HARDWARE SHALL BEREVIEWED WITH THE SELECTED SITE SECURITY REQUIREMENTS.

9. THE FINAL SPECIFICATION OF INTERIOR BUILDING FINISHES WILL BEREVIEWED AND ALIGNED WITH THE SELECTED SITE DESIGN THEME.FURNITURE LAYOUTS HAVE BEEN PROVIDED FOR INFORMATION AND SHALLBE VERIFIED. FINAL SELECTION OF FF&E AND DETAILED SPECIFICATIONSSHALL BE REVIEWED UPON SITE SELECTION.

10. REFERENCE THE DESIGN NARRATIVE FOR MORE INFORMATION.

REF

.(N

IC)

UP

UP

FUSELAGE TRAINER113

COMM111

MECH109

WOMEN'S TOILET108

MEN'S TOILET105

282 SF

BREAK ROOM103

CORR102

176 SF

BRIEF106

676 SF

CLASSROOM100

172 SF

BRIEF104

VEST101

ELEC112

322'-8"

2' - 9 1/2"-

113.F

322'-8"

2' - 9 1/2"-

113.E32

2'-8"2' - 9 1/2"

-

113.A

72'-8"5' - 8"

109.A

242'-8"

2' - 9 1/2"-

101.A

39'-3"

88'-2"

TD

TD

TD/CPT

12'-8"

2' - 9 1/2"-

112.A

12'-8"

2' - 9 1/2"-

111.A

2

1

1

1

F.E.C.

F.E.B. F.E.B.

F.E.B.

F.E.B.

F.E.B.

CPT

27'-0"

FIRE PUMP ROOM114

F.E.B.

JAN107

32'-8"5' - 8"

114.A

322'-8"

2' - 9 1/2"-

113.G

F.E.B.

32XXXXXX

1 HR

DOOR NUMBER

EXIT ACCESS TRAVELDISTANCE

COMMON PATH OF TRAVELDISTANCE

EXIT DOOR WITH EXITSIGN

ROOM NAME

AREA

PROVIDED WIDTHREQUIRED WIDTH

DOOR RATING

NUMBER OF OCCUPANTSDOOR NUMBER

(xx ' - xx")

(xx ' - xx")

Room name101

150 SF

CPT

TD

SMOKE PARTITION

1 HR RATED FIREBARRIER

F.E.B.

FIRE EXTINGUISHERCLASS 4A:10B:C ONMOUNTING BRACKET

F.E.C.

FIRE EXTINGUISHERCLASS 4A:10B:C INSEMI-RECESSEDCABINET

LIFE SAFETY LEGEND

OCCUPANT LOAD PER NFPA 101

1. THIS BUILDING IS CLASSIFIED AS A 'B - BUSINESS' OCCUPANTLOAD; 100 SQ.FT. PER PERSON SHALL BE APPLIED, U.N.O.

2. OCCUPANT LOAD CALCULATED AT 20 SQ.FT. PERPERSON

3. OCCUPANT LOAD CALCULATED AT 15 SQ.FT. PERPERSON

1

2

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

USAs

indi

cate

d

4/15/2013 4:00:41 PM

C. C

AHIL

L

C. S

PRIN

KLE

T.J.

KIM

2/19

/201

3

EP14

A-10

1

A-101

LIFE

SAF

ETY

PLAN

2/19

/201

3

71170_A_FUT_Central.rvt

C. C

AHIL

L

KC-

46A

FUSE

LAGE

TRA

INER

LIFE SAFETY PLAN0 4' 8' 16'

SCALE:1/8"=1'

OCCUPANT LOAD-LEVEL 01NAME AREA LOAD FACTOR SF/PERSON NO. OF OCCUPANTS

ASSEMBLY 282 SF 15 19BUSINESS 9684 SF 100 96CLASSROOM 1042 SF 20 52

11008 SF 167

PLANNORTH

GROSS-BUILDING TOTAL OCCUPANTS

REF

.(N

IC)

UP

UP

A-201

A2

A-201

D2

A-200

A2

A-200

D2

A

B

C

G

1 2 3 4 5 6 7

E

D

F

D2A-300

D2A-300

5' - 2

"19

' - 0"

19' -

0"5'

- 2"

18' -

4"18

' - 4"

2' - 2

"85

' - 0"

1' - 9

"139' - 4"

22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 2' - 2"

88' -

11"

7' - 8" 3' - 4"2' - 4" 8' - 0" 11' - 0" 11' - 0" 10' - 4" 12' - 0" 6' - 8" 12' - 0" 7' - 10" 2' - 6" 22' - 0" 9' - 4" 2' - 4"3' - 4" 7' - 8"

8' - 4

"36

' - 0"

8' - 4

"

FUSELAGE TRAINER113

COMM111

MECH109

WOMEN'S TOILET108

MEN'S TOILET105

BREAK ROOM103

CORR102

BRIEF106

CLASSROOM100

BRIEF104

VEST101

ELEC112

84' - 10" 8' - 8" 22' - 11"

102.A

108.A

105.A

107.A106.A

104.A

100.B

100.A

113.F

113.E113.A

112.A

111.A

109.A

101.A101.B

113.D113.C113.B

A2A-300

A2A-300

1A-400

2' - 2"

8' - 8

"27

' - 7"

52' -

8"

JAN107

5' - 4

"3'

- 4"

4' - 0

"6'

- 4"

4' - 0

"

2' - 0

"

4' - 0

"3'

- 4"

6' - 0

"2'

- 8"

88' -

11"

FIRE PUMP ROOM114

SOLID SCREEN WALL W/ WIREMESH MECH YARD FENCE.LOCATION TO BE DETERMINEDAFTER SITE SELECTION.

113.G

114.A

MECH YARD

S7c

S7c

S7c3' - 4" 10' - 0"

CONC. STOOP5'-0" x 5'-0" TYP.

CONC. STOOP8'-0" x 5'-0" TYP.

12' - 10" 3' - 4" 8' - 8" 3' - 4" 4' - 0" 4' - 0" 2' - 8" 4' - 0" 6' - 0" 4' - 0" 2' - 8" 4' - 0" 2' - 8" 4' - 0" 9' - 4" 4' - 0" 5' - 4" 6' - 0"

2' - 8"

1' - 9"

1' - 9"

8' - 0" 6' - 2"8' - 4"

14' -

8"

2' - 2

"

6' - 4

"2'

- 4" 3'

- 4"2'

- 4" 4'

- 0"

16' -

0"4'

- 0"

8' - 0

"6'

- 4"

9' - 7"

W02

67' -

4"

30' - 0" 22' - 6"

5"

11"

10' - 4" 11' - 2"

2' - 2" 4' - 1 3/4" 13' - 6" 3' - 10"

3' - 10"

EQEQ

3' - 0

"

1' - 1 1/4"

10' -

0"

SEE GENERAL NOTE 3

SEE GENERAL NOTE 3

LINE OF BULKHEADABOVE

8 INCH DIA, 3'-4" TALLCONC. FILL STEEL PIPE -PAINTED GUARD POSTAT EACH SIDE OFOVERHEAD DOOR TYP.

FUSELAGE TRAINERAIR CRAFT (NIC)

REMOVABLETRANSLUCENTWALL PANEL

S7c

S7c

S7

S7f S3f

S3fS3f

GENERAL NOTES:

1. PARTITION TYPE IS S3 U.N.O.RE: A-830 FOR PARTITION TYPES

2. ALL DOORS OFFSET 4" FROM ADJACENT WALL,U.N.O.

3. PAINTED GALVANIZED STEEL STAIR W/ GRATINGTREAD. LOCATION AND SIZE SHALL BE DETERMINEDBY FUSELAGE TRAINER AIRCRAFT MANUFACTUERERAND END USER. PROVIDE STAIR AFTER AIRCRAFT ISINSTALLED. STAIR SHALL BE REMOVABLE FOR FUTUREAIRCRAFT REPAIR & REPLACEMENT

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

USAs

indi

cate

d

4/15/2013 4:00:23 PM

T.J.

KIM

C. S

PRIN

KLE

T.J.

KIM

2/19

/201

3

EP14

A-11

1

A-111

FLO

OR

PLA

N2/

19/2

013


T.J.

KIM

KC-

46A

FUSE

LAGE

TRA

INER

FLOOR PLAN0 4' 8' 16'

SCALE:1/8"=1'

PLANNORTH

A

B

C

G

1 2 3 4 5 6 7

E

D

F

FUSELAGE TRAINER113

CLASSROOM100

BRIEF106

BRIEF104

CORR102

VEST101

BREAK ROOM103

MEN'S TOILET105

WOMEN'S TOILET108

MECH109

ELEC112

COMM111

O.T.S.

O.T.S.O.T.S.

O.T.S.

METAL CEILING

9' - 6" A.F.F. 9' - 6" A.F.F.

9' - 6" A.F.F.

9' - 4" A.F.F.

10' - 0" A.F.F.

9' - 6" A.F.F.

9' - 6" A.F.F.

9' - 6" A.F.F.

FIRE PUMP ROOM114

O.T.S.

7' - 2" A.F.F.

9' - 6" A.F.F.

9' - 6" A.F.F.

JAN107

2' x 2' ACCESS HATCH

2' x 2' ACCESS HATCH

CEILING LEGEND2' x 2' ACOUSTICAL CEILING TILE

GYPSUM BOARD CEILING - PAINT

OPEN TO STRUCTURE - PAINTED

METAIL CEILING

1' x 4' FLUORESCENT FIXTURE - SUSPENDED

1' x 4' FLUORESCENT FIXTURE - RECESSED

2' x 4' FLUORESCENT FIXTURE - RECESSED

RECESSED LIGHT

CEILING HEIGHT ABOVE FINISH FLOOR

HVAC AIR SUPPLY GRILLE

HVAC EXHAUST OR RETURN GRILLE

CABLE TRAY

EXIT SIGN

STRUCTURAL STEEL BEAM

HVAC LINEAR AIR SUPPLY GRILLE

OTS

1' - 0" A.F.F.

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

USAs

indi

cate

d

4/15/2013 4:00:36 PM

T.J.

KIM

C. S

PRIN

KLE

T.J.

KIM

2/19

/201

3

EP14

A-12

1

A-121

REF

LEC

TED

CEI

LIN

G P

LAN

2/19

/201

3


T.J.

KIM

KC-

46A

FUSE

LAGE

TRA

INER

REFLECTED CEILING PLAN0 4' 8' 16'

SCALE:1/8"=1'

PLANNORTH

A

B

C

G

1 2 3 4 5 6 7

E

D

F

3" / 1

2"3"

/ 12"

3" / 1

2"

3" / 12"

3" / 12"

DS DS DS

DS

DS

DSDS

DS

DS DS

DS

DSDS

STANDING SEAMMETAL ROOF

35' -

7"59

' - 4"

26' - 2 1/4"

146' - 0"

TO F

.O. B

RICK

38' -

11"

5' - 2

"19

' - 0"

19' -

0"5'

- 2"

18' -

4"18

' - 4"

22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6"

22' - 10" 93' - 7 1/2"

METAL GUTTER, TYP

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

/8" =

1'-0

"

4/15/2013 4:00:47 PM

T.J.

KIM

C. S

PRIN

KLE

T.J.

KIM

2/19

/201

3

EP14

A-13

0

A-130

RO

OF

PLAN

2/19

/201

3


T.J.

KIM

KC-

46A

FUSE

LAGE

TRA

INER

ROOF PLAN0 4' 8' 16'

SCALE:1/8"=1'

N

01 FIRST FLOOR100' - 0"

02 FIRST FLOOR ATTIC114' - 0"

03 FIRST FLOOR TOP OF ROOF123' - 8"

04 FUSELAGE TRAINER B.O. SOFFIT134' - 11"

05 TOP OF FUSELAGE TRAINER ROOF143' - 8"

1 2 3 4 5 6 7

TOP OF PRECAST128' - 11"

3" / 12"3" / 12"

INSULATED/TRANSLUCENTWALL PANEL

STANDINGSEAM METALROOF W/METAL FASCIA& GUTTER

PREFINISHED PREFINISHEDMETAL DOWNSPOUT-PROVIDESPLASH BLOCK ON GRADE ORCONNECT TO STORM SEWERSYSTEM PER BASE STANDARD

OPEN TOENTRYPORCH

22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6"

PRECAST CORNICE

ALUMINUMFRAMEDWINDOW

PRECASTWINDOWSILL

METAL WALLPANEL

W01W01 W01 W01W01W01L01

EXTERIOR VENEER WALL MATERIAL –FIELD MATERIAL - PER BASESTANDARD (BRICK SHOWN)

ACCENT BAND PER BASESTANDARD (BRICK SOLDIERCOURSES SHOWN)10

' - 8"

10' -

0"3'

- 4"9'

- 4"

24' - 10"

EXTERIOR VENEER WALLMATERIAL-FIELD MATERIAL-PERBASE STANDARD (BRICK SHOWN)

ACCENT BAND PER BASESTANDARD (BRICK SOLDIERCOURSE SHOWN)

CONTROL JOINT, TYP

EQEQ

2' - 2"

4' - 0"

TYP

4' - 0"

CONTROL JOINT BEHINDDOWNSPOUT






ABCG E DF


3" / 12"

3" / 12" 3" / 12"

INSULATED/TRANSLUCENT WALLPANEL

BRICK SOLDIERCOURSE LINTEL

SOLDIERCOURSES

PREFINISHED PREFINISHEDMETAL DOWNSPOUT-PROVIDE SPLASH BLOCK ONGRADE OR CONNECT TOSTORM SEWER SYSTEM PERBASE STANDARD

STANDING SEAMMETAL ROOF W/METAL FASCIA &GUTTER

PRECAST PANEL WITHFALSE JOINT, TYP.

5' - 2" 19' - 0" 19' - 0" 5' - 2" 18' - 4" 18' - 4"

PRECASTCORNICE

METAL WALLPANEL

LOUVER WALLL02L02

BOLLARD BEYOND

3' - 4

"16

' - 2"

CONTROLJOINT, TYP

EXTERIOR VENEER WALLMATERIAL-FIELD MATERIAL-PER BASE STANDARD(BRICK SHOWN)

EXTERIOR VENEER WALLMATERIAL-FIELD MATERIAL-PER BASE STANDARD(BRICK SHOWN)

CONTROL JOINT,TYP

EQ EQ4' - 0"

TYP

4' - 0"

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

/8" =

1'-0

"

4/15/2013 5:07:23 PM

T.J.

KIM

C. S

PRIN

KLE

T.J.

KIM

2/19

/201

3

EP14

A-20

0

A-200

EXTE

RIO

R B

UIL

DIN

GEL

EVAT

ION

S2/

19/2

013


T.J.

KIM

KC-

46A

FUSE

LAGE

TRA

INER

D2 SOUTH ELEVATION

A2 WEST ELEVATION0 4' 8' 16'

SCALE:1/8"=1'

0 4' 8' 16'

SCALE:1/8"=1'




1234567


3" / 12" 3" / 12"


BOLLARDTYP.

STANDING SEAM METALROOF W/ METAL FASCIA& GUTTER

PRECAST PANELWITH FALSE JOINT

PREFINISHED METAL DOWNSPOUT-PROVIDE SPLASH BLOCK ON GRADE ORCONNECT TO STORM SEWER SYSTEMPER BASE STANDARD

22' - 6"22' - 6"22' - 6"22' - 6"22' - 6"22' - 6"

PRECAST CORNICE

PRECAST PANELWITH FALSE JOINT

METAL WALLPANEL

OVERHEADCOILING DOOR

OVERHEAD COILINGDOOR

EQEQ

ACCENT BAND PER BASESTANDARD (BRICK SOLDIERCOURSES SHOWN)

EXTERIOR VENEER WALLMATERIAL-FIELD MATERIAL-PER BASE STANDARD (BRICKSHOWN)

2' - 0"

TYP

4' - 0"2' - 0"

EQ3' - 4"EQ

CONTROL JOINT

EQ 3' - 4" EQ

2' - 8

"

8"

3' - 1

"2' -

11"

8"

2' - 8

"

8"

EQEQ

EQ

9' - 4

"






A B C GED F


8' - 8"

3" / 12"

3" / 12" 3" / 12"INSULATED/TRANSLUCENTWALL PANEL

BRICK SOLDIERCOURSE LINTEL

PREFINISHED METAL DOWNSPOUT-PROVIDE SPLASH BLOCK ON GRADE ORCONNECT TO STORM SEWER SYSTEMPER BASE STANDARD

STANDING SEAM METALROOF W/ METAL FASCIA& GUTTER

BOLLARDBEYOND

18' - 4" 18' - 4" 5' - 2" 19' - 0" 19' - 0" 5' - 2"

ALUMINUMSTOREFRONTENTRY

ALUMINUMFRAMED WINDOW

PRECAST CORNICE

METAL WALLPANEL

W01 W01

REMOVABLETRANSLUCENT WALLPANEL-PROVIDE SECURITYMETAL UP TO 18'-0" FROMGROUND LEVEL

EXTERIOR VENEER WALLMATERIAL-FIELD MATERIAL-PER BASE STANDARD (BRICKSHOWN)

PRECAST COLUMNBASE

ACCENT BAND PER BASESTANDARD (BRICK SOLDIERCOURSES SHOWN)

EQ EQ

9' - 4

"

4' - 0"

TYP

4' - 0"

ALIG

N

3' - 4

"10

' - 0"

10' -

8"

8' - 4"9 EQ. PANELS AT 4'-0"

36' - 0" 8' - 4"

8' - 0

"8'

- 0"

8' - 0

"4'

- 4"

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

/8" =

1'-0

"

4/15/2013 4:00:53 PM

T.J.

KIM

C. S

PRIN

KLE

T.J.

KIM

2/19

/201

3

EP14

A-20

1

A-201

EXTE

RIO

R B

UIL

DIN

GEL

EVAT

ION

S2/

19/2

013


T.J.

KIM

KC-

46A

FUSE

LAGE

TRA

INER

D2 NORTH ELEVATION

A2 EAST ELEVATION0 4' 8' 16'

SCALE:1/8"=1'

0 4' 8' 16'

SCALE:1/8"=1'





ABCG E DF


FUSELAGE TRAINER113

WOMEN'S TOILET108

MEN'S TOILET105

BREAK ROOM103

3" / 12" 3" / 12"

3" / 12"

A1A-310

A4A-310

A7A-310

5' - 2" 19' - 0" 19' - 0" 5' - 2" 18' - 4" 18' - 4"

PAINTED STEEL STAIRWITH GALVANIZED

GRATING TREAD.LOCATION AND HEIGHT

TO BE CONFIRMED BYAIRCRAFT

MANUFACTURER

REMOVABLE TRANSLUCENTWALL PANEL-PROVIDE

SECURITY METAL UP TO 18'-0"FROM GROUND LEVEL STEEL STRUCTURE

RE: STRUCTURAL DRAWINGS

DUCTWORKRE: MECHANICAL DRAWINGS




1 2 3 4 5 6 7


FUSELAGE TRAINER113

3" / 12" 3" / 12"

22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6" 22' - 6"

PAINTED STEEL STAIR WITHGALVANIZED GRATING TREAD.LOCATION AND HEIGHT TO BECONFIRMED BY AIRCRAFTMANUFACTURER

TRANSLUCENT/INSULATEDWALL PANEL

OVERHEAD COILING DOORRE: DOOR SCHEDULE

STEEL STRUCTURERE: STRUCTURAL DRAWINGS

A1

SimA-310 A1

SimA-310

OPP

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

/8" =

1'-0

"

4/15/2013 4:00:19 PM

T.J.

KIM

C. S

PRIN

KLE

T.J.

KIM

2/19

/201

3

EP14

A-30

0

A-300

BUIL

DIN

G S

ECTI

ON

S2/

19/2

013


T.J.

KIM

KC-

46A

FUSE

LAGE

TRA

INER

D2 TRANSVERSE BUILDING SECTION

A2 LONGITUDINAL BUILDING SECTION

0 4' 8' 16'

SCALE:1/8"=1'

0 4' 8' 16'

SCALE:1/8"=1'

FUSELAGE TRAINER113


LIGHT FIXTURERE: ELECTRICALDRAWINGS

ACCENT BAND PER BASE STANDARD(BRICK SOLDIER COURSES SHOWN)


C1A-850

PRECAST WALLPANEL



HOSE BIBRE: PLUMBINGDRAWINGS

A5A-851

WOMEN'S TOILET108

FUSELAGE TRAINER113



STANDING SEAM METAL ROOF W/METAL FASCIA & GUTTER

PRECAST SILL

C1A-850 OPP


PERFORATEDMETAL SOFFIT

CEILINGRE: REFLECTED CEILING PLAN




A

BREAK ROOM103

SOLDIER COURSEHEADER

LIGHT FIXTURERE: ELECTRICAL DRAWINGS

STANDING SEAMMETAL ROOF W/METAL FASCIA &GUTTER

A4A-850

OPP

OPP

ALUMINUM FRAMED WINDOW WITH1" INSULATED GLASS

PRECAST SILL

CEILINGRE: REFLECTEDCEILING PLAN

C1A-851


BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 3

/8" =

1'-0

"

4/15/2013 4:00:28 PM

T.J.

KIM

C. S

PRIN

KLE

T.J.

KIM

2/19

/201

3

EP14

A-31

0

A-310

WAL

L SE

CTI

ON

S2/

19/2

013


T.J.

KIM

KC-

46A

FUSE

LAGE

TRA

INER

0 2' 4' 6'

SCALE:3/8"=1'

A1 WALL SECTION AT HIGH BAY A4 WALL SECTION AT HIGH BAY0 2' 4' 6'

SCALE:3/8"=1'

A7 WALL SECTION AT LOW ROOF0 2' 4' 6'

SCALE:3/8"=1'

A

B

C

3 4

WOMEN'S TOILET108

MEN'S TOILET105

BREAK ROOM103

CORR102

JAN107

MECH109

URINALSCREEN

BENCH LOCKERTYP.

4 3/4"

3' - 1 1/4"

8' - 2" 6' - 4 7/8" 4' - 9 7/8" 6"

1' - 6

9/32

"7'

- 2 31

/32"

6' - 4

3/4"

8' - 7

"

1' - 4

"

10' -

9 3/8"

9 5/8"

6"

1' - 0"4' - 8"

ALIGNCLEAR

5' - 0"

CLEAR

5' - 0"

BENCH

LOCKERTYP.

MOPSINK

4 3/4" 22' - 6" 6"

3' - 6" 8' - 6 7/8" 11' - 3 7/8"

18' -

4"18

' - 4"

6"

ALIGN

1' - 6

1/4"

1' - 3

5/8"

4' - 0

"5'

- 1 3/

8"1'

- 3 1/

2"5'

- 1 5/

8"4'

- 0"

2' - 3

3/4"

ALIGN

3' - 1

3/4"

1' - 0

1/2"

4' - 2

3/4"

4' - 4

1/2"

A-400

E4

A-400C4

A-400A5 A-400

A3

A-400

E6

E7

ALIGN

C7

A-400C6

A1

TA-10

TA-08TA-07

TA-12

TA-06

TA-09

TA-01

TA-01

TA-07

TA-12

TA-10

TYP.

TA-02

TA-04

TA-04

TA-11

TA-05

TA-05TA-02

TA-09

TA-06

TA-03

TA-03

4' - 6

"

TA-13

TA-07TA-01

TA-07

CLR

3' - 0"CLR

3' - 0"

3' - 0

" CLR

3' - 0

" CLR

A6

TA-08

S3f

S3f S3f

S3f

S5f

S5f

S7h

S3f

3 4

TA-10TA-06

12" METAL LOCKERS

TA-03

TA-04

1' - 0"

1' - 0

"

34

TA-04

TA-05

TA-02

TA-09TA-03

MIRROR

FULL WIDTH

TA-06

2' - 1

0"4"

4' - 0

"

6' - 0"

TA-12CLR

3' - 0"

MOPSINK

1' - 1

" 2' - 4"

TA-11

1' - 2"

34

TA-10

TA-04

TA-03

MIRROR

FULL WIDTH

2' - 1

0"4"

4' - 0

"

12" METALLOCKERS

BENCH

TA-06

6' - 0"

3 4

TA-05

TA-02

TA-09

TA-06

B

TA-04

CEILINGRE: REFLECTED CEILINGPLANS

B

BENCH TA-12

CLR

3' - 0"

A

TA-13

2' - 1

0"1'

- 10"

2' - 6

"

7' - 2

"

2' - 11 3/8" 7' - 10"PLASTIC LAMINATEUPPER AND LOWER

CABINETS

SOLID SURFACECOUNTERTOP

GYP BD BULKHEAD

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

/4" =

1'-0

"

4/15/2013 4:00:04 PM

T.J.

KIM

C. S

PRIN

KLE

T.J.

KIM

2/19

/201

3

EP14

A-40

0

A-400

ENLA

RG

ED B

REA

K R

OO

M /

TOIL

ET P

LAN

& E

LEVA

TIO

NS

2/19

/201

3


T.J.

KIM

KC-

46A

FUSE

LAGE

TRA

INER

ENLARGED TOILET/BREAK ROOM PLAN

0 2' 4' 8'

SCALE:1/4"=1'

PLANNORTH

E4 PLAN NORTH ELEVATION E6 PLAN EAST ELEVATION E7 PLAN SOUTH ELEVATION0 2' 4' 8'

SCALE:1/4"=1'

0 2' 4' 8'

SCALE:1/4"=1'

0 2' 4' 8'

SCALE:1/4"=1'

C4 PLAN WEST ELEVATION0 2' 4' 8'

SCALE:1/4"=1'

C6 PLAN WEST ELEVATION0 2' 4' 8'

SCALE:1/4"=1'

A3 PLAN SOUTH ELEVATION

C7 PLAN NORTH ELEVATION0 2' 4' 8'

SCALE:1/4"=1'

0 2' 4' 8'

SCALE:1/4"=1'

A1 PLAN WEST ELEVATION0 2' 4' 8'

SCALE:1/4"=1'

A5 PLAN WEST ELEVATION0 2' 4' 8'

SCALE:1/4"=1'

0 2' 4' 8'

SCALE:1/4"=1'

TOILET ACCESSORIES LEGENDTA-01 GRAB BAR, 36" REAR X 42" SIDETA-02 GRAB BAR, SHOWER STALLTA-03 SOAP DISPENSER - COUNTER MOUNTTA-04 MIRROR - SIZE AS NOTED ON ELEVATIONSTA-05 SOAP HOLDER, SHOWERTA-06 SHOWER CURTAIN ROD, HOOKS, AND

CURTAINTA-07 TOILET PAPER DISPENSERTA-08 SANITARY NAPKIN DISPOSALTA-09 FOLDING SHOWER SEATTA-10 COMBINATION PAPER TOWEL DISPENSER AND

WASTE RECEPTACLE - SEMI RECESSEDTA-11 36" MOP AND BROOM HOLDER W/ UTILITY

SHELFTA-12 TOWEL PINTA-13 PAPER TOWEL DISPENSER SURFACE MOUNTTA-14 NOT USED

NOTE:

1. REFER TO A-820 FOR TOILET FIXTURE ANDACCESSORY MOUNTING HEIGHTS.

2. REFER TO A-830 FOR PARTITION TYPES.

A6 PLAN WEST ELEVATION

UP

A-422

C5

A-422

A2

1 2 3 4 5 6 7

A

B

106' - 0"

17' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 17' - 0"

25' -

0"

ON-GRADE CONCRETELOADING AREA WITH BROOMFINISHRE: STRUCTURAL AND CIVILDRAWINGS

CASTER DECK

SCREEN WALL PERBASE STANDARD(CHAIN LINK FENCESHOWN)

CASTER DECKELEVATION AND RAMPREQUIREMENT TO BECONFIRMED BY ENDUSER

SCREEN WALL PERBASE STANDARD(CHAIN LINK FENCESHOWN)100' - 0"

GALVANIZED,PAINTED STEELSTAIRS, TYP

BRACINGRE: STRUCTURAL DRAWINGS

CONCRETE SLABRE: STRUCTURALDRAWINGS

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

/8" =

1'-0

"

4/15/2013 4:59:36 PM

T.J.

KIM

C. S

PRIN

K

T.J.

KIM

2/19

/201

3

EP14

A-42

1

A-421

OU

TDO

OR

CAR

GO

SU

PPO

RT

STR

UC

TUR

E PL

AN2/

19/2

013

71170_A_FUTOB,RVT

T.J.

KIM

KC-

46A

FUSE

LAGE

TRA

INER

FLOOR PLAN0 4' 8' 16'

SCALE:1/8"=1'

N

01 GROUND LEVEL100' - 0"

03 TOP OF STEEL114' - 0"

1234567

02 T.O. RAISED PLATFORM103' - 3"

17' - 0"18' - 0"18' - 0"18' - 0"18' - 0"17' - 0"


STANDING SEAM METALROOF OVER METALDECKING

EXPOSED GALVANIZEDSTEEL STRUCTURE -PAINTED

STRUCTURAL BRACINGRE: STRUCTURALDRAWINGS

8' -

0"



AB




25' - 0"


CONCRETE STAIR WITHGALVANIZED, PAINTEDHANDRAIL/GUARDRAIL

1' - 0" 1' - 0"

1" / 12"



A B




25' - 0"


1" / 12"

1' - 0" 1' - 0"

STEEL STRUCTURERE: STRUCTURALDRAWINGS



1 2 3 4 5 6 7


SCREEN WALL PERBASE STANDARD(CHAIN LINK FENCESHOWN BEYOND)



DOCK BUMPER TYP.

17' - 0" 18' - 0" 18' - 0" 18' - 0" 18' - 0" 17' - 0"

SCREEN WALL PERBASE STANDARD(CHAIN LINK FENCESHOWN

SCREEN WALL PERBASE STANDARD(CHAIN LINK FENCESHOWN

STRUCTURAL BRACING BEYONDRE: STRUCTURAL DRAWINGS

LIGHT FIXTURE TYP.-RE: ELEC DRAWINGS


BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

/8" =

1'-0

"

4/15/2013 4:59:38 PM

T.J.

KIM

C. S

PRIN

K

T.J.

KIM

2/19

/201

3

EP14

A-42

2

A-422

OU

TDO

OR

CAR

GO

SU

PPO

RT

STR

UC

TUR

E EL

EVAT

ION

S2/

19/2

013

71170_A_FUTOB,RVT

T.J.

KIM

KC-

46A

FUSE

LAGE

TRA

INER

E2 NORTH ELEVATION

C1 WEST ELEVATION C5 EAST ELEVATION

A2 SOUTH ELEVATION

0 4' 8' 16'

SCALE:1/8"=1'

0 4' 8' 16'

SCALE:1/8"=1'

0 4' 8' 16'

SCALE:1/8"=1'

0 4' 8' 16'

SCALE:1/8"=1'

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US

4/15/2013 4:00:31 PM

E. A

LLEN

E. A

LLEN

T.J.

KIM

2/19

/201

3

EP14

A-60

0

A-600

RO

OM

FIN

ISH

SC

HED

ULE

2/19

/201

3


E. A

LLEN

KC-

46A

FUSE

LAGE

TRA

INER

ROOM FINISH SCHEDULE-WorkingROOM

NUMBER ROOM NAMEFLOOR BASE WALL

REMARKSFINISH FINISH HEIGHT NORTH EAST SOUTH WEST01 FIRST FLOOR

100 CLASSROOM CPT-1 RESB-2 4" PCS PCS PCS PCS101 VEST MAT-1 RESB-1 4" PCS GLZ PCS GLZ 3.102 CORR CPT-1 /

TILEP-1RESB-2 /TILEPB-1

4" PCS PCS PCS PCS

103 BREAK ROOM TILEP-1 TILEPB-1 4" PCS PCS PCS PCS104 BRIEF CPT-1 RESB-2 4" PCS PCS PCS PCS105 MEN'S TOILET TILEP-1 TILEPB-1 4" TILEP-1 TILEP-1 TILEP-1 TILEP-1 2.106 BRIEF CPT-1 RESB-2 4" PCS PCS PCS PCS107 JAN RESVC-1 RESB-1 4" PCS PCS TILEC-1 TILEC-1 2.108 WOMEN'S TOILET TILEP-1 TILEPB-1 4" TILEP-1 TILEP-1 TILEP-1 TILEP-1 2.109 MECH CS RESB-1 4" PCS-2 PCS-2 PCS-2 PCS-2 3, 4, 5111 COMM CS RESB-1 4" PCS PCS PCS PCS112 ELEC CS RESB-1 4" PCS-2 PCS-2 PCS-2 PCS-2 3, 4, 5113 FUSELAGE TRAINER EF-1 EFB-1 8" PCS-2 PCS-2 PCS-2 PCS-2 1.114 FIRE PUMP ROOM CS RESB-1 4" PCS-2 PCS-2 PCS-2 PCS-2 3, 4, 5

FINISH LEGEND - BASESMATL DESCRIPTION

EPOXYEFB-1 EPOXY BASE - INTEGRAL 4" H

RUBBERRESB-1 RUBBER BASE - TOED 4" HRESB-2 RUBBER BASE - STRAIGHT 4" H

TILETILECB-1 CERAMIC TILE BASE - 6" HTILEPB-1 PORCELAIN TILE BASE - 4" H

FINISH LEGEND - CEILINGSMATL DESCRIPTION

ACOUSTICALACT ACOUSTICAL TILE 2x2 -OFFICE

PAINTPCS EXPOSED CEILING PAINT

PCS-1 GYPBOARD CEILING PAINT

FINISH LEGEND - FLOORSMATL DESCRIPTION

ACCESS FLOORINGAF-1 RESILIENT INTEGRAL FACE

CARPET TILECPT-1 CARPET TILE

CONCRETECS SEALED

EPOXYEF-1 EPOXY FLOOR SYSTEM

RESILIENT FLOORINGRESVC-1 VINYL COMPOSITION TILE

TILETILEP-1 PORCELAIN TILE

WALK-OFF MATMAT-1 WALK OFF MAT: (RECESSED ENTRY MAT SYSTEM)

FINISH LEGEND - WALLSMATL DESCRIPTION

ACOUSTICAL FABRICAWS-1 ACOUSTICAL FABRIC PANEL

GLAZINGGLZ CURTIAN WALL GLAZING

GRAPHICSEGS-1 GRAPHIC PANEL

PAINTPCS-1 PAINTPCS-2 EPOXY WALL PAINT

TILETILEC-1 CERAMICTILEP-1 PORCELAIN

FINISH LEGEND - MISCELLANEOUSMATL DESCRIPTION

CORNER GUARDCG-1 CORNER GUARD - METALCG-2 CORNER GUARD - ACROVYN

LAMINATEPLAM-1 PLASTIC LAMINATEPLAM-2 PLASTIC LAMINATE

SURFACESSSF-1 SOLID SURFACE

GENERAL NOTES1. INTERIOR AND EXTERIOR FINISH MATERIALS AND COLORS SHALL BE AS REFERENCED IN THE

SPECIFICATION SECTION 09 06 90 COLOR SCHEDULE. SPECIFICATION PROVIDES DETAILED INFORMATIONOF THE FINISH CODES SHOWN ON FINISH LEGEND AND FINISH SCHEDULE AS THE BASIS OF DESIGNPRODUCT OR EQUIVALENT.

2. REFERENCE ROOM FINISH PLANS A-XXX THRU A-XXX FOR FLOOR PATTERNS/ CHANGES, AND WALL FINISHCHANGES.

3. REFERENCE REFLECTED CEILING PLAN FOR CEILING MATERIAL AND HEIGHTS. ALL GYPSUM BOARDCEILINGS TO BE PAINTED (PCS-), UNLESS OTHERWISED NOTED. ALL OTS CEILINGS TO BE PAINTED (PCS-),UNLESS OTHERWISE NOTED.

4. ALL HOLLOW METAL DOORS AND FRAMES TO BE PAINTED (PCS-)5. WINDOW SILLS TO BE SOLID SURFACE MATERIAL (SSF-).6. PROVIDE HORIZONTAL METAL BLINDS (HB-1) ON ALL WINDOWS TYPES W_, W_, & W_. REFERENCE A-111,

A-200 THRU 201, AND A-620.

REMARKS1. PROVIDE HIGH IMPACT RESISTENT/WATER RESISTENT GYPSUM WALL BOARD UP TO 8'-0" ABOVE FINISH

FLOOR LEVEL. PROVIDE WATER RESISTENT GYPSUM WALL BOARD 8'-0" ABOVE FINISH FLOOR LEVEL TOBOTTOM OF STRUCTURE.

2. PROVIDE WATER RESISTENT GYPSUM WALL BOARD.3. PROVIDE FULL HEIGHT GLASS MATT GYPSUM WALL BOARD.4. PROVIDE VAPOR BARRIER BETWEEN ADJACENT CONDITIONED SPACE. VAPOR BARRIER LOCATION TO BE

CONFIRMED UPON SITE SELECTION.5. ADD BATT INSULATION (R-18 MIN) AT WALL BETWEEN ADJACENT CONDITIONED SPACE.

NL SL

A

SCHEDULE

DOOR PER A

B

SCHE

DULE

DOOR

PER

ASCHEDULE

DOOR PERA

BDO

OR P

ER S

CHED

.

SCHE

DULE

DOOR

PER

SCHEDULE

DOOR PER

DOOR

PER

SCH

EDUL

E

A D

DA SCHEDULE

DOOR PER

A

BDO

OR P

ER S

CHED

.

A

E

A

BC

C

SCHEDULE

DOOR PER

DOOR

PER

SCH

EDUL

E

SCHEDULE

DOOR PER

D

A

EC

B

A

OH

DOOR

PER

SCH

EDUL

E

DOOR PER SCHEDULE

F

11

2

12

12

1 2 3

2

ASCHEDULE

DOOR PERA

BDO

OR P

ER S

CHED

.D

A

11

8

GLASS TYPES:REFERENCE WINDOW SCHEDULEFOR WINDOW TYPES

1 CLEAR FLOAT (1/4")

2 CLEAR TEMPERED (1/4")

3 TINTED FLOAT (1/4")

3A TINTED FLOAT TEMPERED (1/4")

4 CLEAR WIRED (1/4")

5 CLEAR LAMINATED (1/4")

6 DECORATIVE LAMINATED (1/4")

7 TRANSLUCENT LAMINATED (1/4")

8 INSULATED LOW E (1")INNER 5, OUTER 3.

9 INSULATED LOW E, TRANSLUCENT (1")INNER 7, OUTER 3.

10 INSULATED LOW E, DECORATIVE (1")INNER 6, OUTER 3.

11 INSULATED LOW E, TEMPERED,TRANSLUCENT (1")INNER 7, OUTER 3A.

12 INSULATED LOW E, TEMPERED (1")INNER 5, OUTER 3A.

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

/4" =

1'-0

"

4/15/2013 4:02:22 PM

T.J.

KIM

V. B

OR

CH

ERS

T.J.

KIM

2/19

/201

3

EP14

A-61

0

A-610

DO

OR

SC

HED

ULE

2/19

/201

3


T.J.

KIM

KC-

46A

FUSE

LAGE

TRA

INER

(HOLLOW METAL FRAME)TYPE A B

1.1 2" 2"

(FRAME WITH TRANSOM)TYPE A B D TRANSOM G

2.2 2" 4" 22" GL 112.2 2" 4" 22" SP -

(FRAME WITH SPLIT TRANSOM)TYPE A B D TRANSOM G

8.2 2" 4" 22" GL 118.2 2" 4" 22" SP 11

(FLUSH PANEL)TYPE DESCRIPTION

F-IN FLUSH PANEL INSULATEDF FLUSH PANEL

(NARROW LIGHT)TYPE DESCRIPTION A B C D G

NL 24" 4" 2

(SPLIT LITE)TYPE DESCRIPTION A B C D E GSL-IN SPLIT LITE INSULATED 6" 10" 24" 6" 6" -SL-IN SPLIT LITE INSULATED 6" 10" 24" 6" 6" 11

(OVERHEAD)TYPE DESCRIPTIONOH-C COILING DOOR

DOOR SCHEDULE

DOORNUMBER

DOOR FRAME FRAME

FIRE RATING

DETAIL DETAIL DETAIL

REMARKSWIDTH TYPE MATERIAL HEAD JAMB SILLSIZE SIZE

TYPE MATERIALHEIGHT100.A - 3' - 0" 7' - 0" NL HM 1.1 HM 45 MIN. E5/A-611 B5/A-611 A5/A-611100.B - 3' - 0" 7' - 0" NL HM 3.1 HM - E5/A-611 B5/A-611 A5/A-611101.A PR. 6' - 0" 7' - 0" SL-IN AL/GL 2.2 AL - D2/A-611 B2/A-611 A2/A-611 1101.B PR. 6' - 0" 7' - 0" SL-IN AL/GL 2.2 AL - D2/A-611 B2/A-611 A2/A-611 1102.A - 3' - 0" 7' - 0" NL HM 1.1 HM 45 MIN. E5/A-611 B5/A-611 A5/A-611104.A - 3' - 0" 7' - 0" NL HM 1.1 WD - E5/A-611 B5/A-611 A5/A-611105.A - 3' - 0" 7' - 0" F HM 1.1 WD - E5/A-611 B5/A-611 A5/A-611106.A - 3' - 0" 7' - 0" NL HM 1.1 WD - E5/A-611 B5/A-611 A5/A-611107.A - 3' - 0" 7' - 0" F HM 1.1 WD - D7/A-611 B7/A-611 A7/A-611108.A - 3' - 0" 7' - 0" F HM 1.1 WD - E5/A-611 B5/A-611 A5/A-611109.A PR. 6' - 0" 7' - 0" F-IN HM 8.2 HM D7/A-611 B7/A-611 A7/A-611111.A - 3' - 0" 7' - 0" F-IN HM 2.2 HM - D7/A-611 B7/A-611 A7/A-611112.A - 3' - 0" 7' - 0" F-IN HM 2.2 HM - D7/A-611 B7/A-611 A7/A-611113.A - 3' - 0" 7' - 0" F-IN HM 2.2 HM - D7/A-611 B7/A-611 A7/A-611113.B 11' - 0" 12' - 8" OH-C HM 0 HM113.C 12' - 0" 12' - 8" OH-C HM 0 HM113.D 22' - 0" 16' - 0" OH-C HM 0 HM113.E - 3' - 0" 7' - 0" F-IN HM 2.2 HM - D7/A-611 B7/A-611 A7/A-611113.F - 3' - 0" 7' - 0" F-IN HM 2.2 HM - D7/A-611 B7/A-611 A7/A-611113.G - 3' - 0" 7' - 0" F-IN HM 2.2 HM - D7/A-611 B7/A-611 A7/A-611114.A PR. 6' - 0" 7' - 0" F-IN HM 8.2 HM D7/A-611 B7/A-611 A7/A-611

(FRAME WITH SIDELITE)TYPE A B C E SIDELITE G

3.1 2" 2" 2" 18" GL 2

GENERAL NOTES1. ALL EXTERIOR STEEL DOORS AND DOOR FRAMES ARE GALVANIZED AND PAINTED.2. ALL EXTERIOR DOORS ARE INSULATED.3. GLASS TRANSOM AT EXTERIOR DOOR SHALL BE GLASS TYPE 11

DOOR AND FRAME TYPES LEGENDSP SOLID METAL PANELGL GLAZED PANEL

REMARKS1 ONE DOOR LEAF ACTIVE WITH ONE INACTIVE LEAF

INTERIOR METAL STUD WALLSEE PARTITION SCHEDULE

SEALANT (TYPICAL)EACH SIDE

HOLLOW METAL FRAME

DOOR

DOUBLE STUDHEADER

1/2"

1/2"

SEE

SCHE

D.

DOOR

HEI

GHT


DOUBLE METALSTUDS

HOLLOW METAL FRAME

JAMB ANCHORS 3 PERJAMB MINIMUM

DOOR

1/2" 1/2"

SEE

SCHE

D

DOOR

WID

TH

HOLLOW METALFRAME BEYOND

FINISH FLOORSEE ROOM FINISHSCHEDULE

DOOR

THRESHOLD PERSCHEDULE

SEE

SCHE

D

DOOR

HEI

GHT

SEALANT TYP. BOTH SIDES

JAMB ANCHORS 3 PERJAMB MIN.

HOLLOW METAL FRAMEW/ GROUT FILL

SEE DOORSCHEDULE

HOLLOW METAL FRAME W/GROUT FILL (PROVIDE SOLIDWOOD BLOCKING AS REQ.)

CORNERBEAD

NON-METALLICSHIM

SEE

DOOR

SCH

EDUL

E

DOO R

WID

TH.

CONTINUOUS METALPLATE ATTACHED TOSTUDS

2"

2"INSULATED GLASSSIDELITE

SEE DOORSCHEDULE

SEALANT TYP.BOTH SIDES

ALUMINUM DOOR FRAME

INSULATED GLASSTRANSOM

HOLLOW METAL FRAME W/GROUT FILL (PROVIDE SOLIDWOOD BLOCKING AS REQ.)

CORNERBEAD

STEEL LINTEL RE:STRUCTPIANT TO MATCHBRICK

4"

RE: S

CHED

ULE

DOOR

HEI

GHT

EXTERIOR WALL ASSEMBLYRE: A7/A-850 AND E5/A-621FOR MORE INFORMATION

EXTERIORCONCRETE SLAB

ALUM THRESHOLD PERHARDWARE SCHEDULE-THERMALLY BROKEN ANDSET IN SEALANT BED

RECESSED WALK-OFFMAT IN ALUM FRAMELEVELING SCREEDPER MAT MFR

ALUM. ENTRANCE DOOR

EXPANDABLE FILL

GROUNDFLOOR

RE: PATITION TYPE

SEALANT TYP.BOTH SIDES

HOLLOW METAL FRAME

GLAZING ASSCHEDULED

1/2" 1/2"

2"

RE: PARTITION TYPES

GLAZINGSTOP

DOUBLE STUD JAMB

DOOR - SEESCHEDULE

TYPE

S

SEE

FRAM

E2"

DOOR

WID

THSE

E SC

HED


FINISH CEILING -SEE ROOM FINISHSCHEDULE

EXTERIOR WALL ASSEMBLYRE: A7/A-850 AND E5/A-621FOR MORE INFORMATION

SEALANTEACH SIDE

HOLLOW METAL DOORFRAME - GROUT FULL

INSULATED, HOLLOWMETAL DOOR

GLAZING ASSCHEDULED

DOOR

HEI

GHT

SEE

SCHE

D2"

2"SE

E D

OO

R F

RAM

E TY

PE

1/8" GAL. STEELPLATE FASTEN TOMETAL STUD

CONT. CLEAR SEALANT

SEALANT EACHSIDE

HOLLOW METALFRAME, FULLYGROUTEDDO

OR W

IDTH

RE: S

CHED

.

2"

EXTERIOR WALLASSEMBLYRE: A7/A-850 ANDC5/A-621 FOR MOREINFORMATION

EXTERIORCONCRETE SLAB

HOLLOW METAL THRESHOLDPER HARDWARE SCHEDULE-THERMALLY BROKEN ANDSET IN SEALANT BED

INSULATED, HOLLOWMETAL DOOR

EXPANDABLEFILL

GROUNDFLOOR

2"

HOLLOW METAL FRAME,FULLY GROUTED

EDGE OF WALLBEYOND

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 3

" = 1

'-0"

4/16/2013 9:27:37 AM

TJ K

IM

C. S

PRIN

KLE

TJ K

IM

4/17

/201

3

EP14

A-61

2

A-611

DO

OR

DET

AILS

4/17

/201

3TJ

KIM

KC-

46A

FUSE

LAGE

TRA

INER

SCALE: 3" = 1'-0"E5 DETAIL (HEAD)

SCALE: 3" = 1'-0"B5 DETAIL (JAMB)

SCALE: 3" = 1'-0"A5 DETAIL (SILL)

SCALE: 3" = 1'-0"B2 DETAIL (JAMB)

SCALE: 3" = 1'-0"D2 DETAIL (HEAD)


SCALE: 3" = 1'-0"D5 DOOR (JAMB)


SCALE: 3" = 1'-0"B7 DETAIL (JAMB)0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'


RE: S

CHED

ULE

6' - 0

"

4' - 0"

W01W01

88

88

W01W02

22

22

4' - 0"

RE: S

CHED

ULE

6' - 0

"

GLASS TYPES:REFERENCE WINDOW SCHEDULEFOR WINDOW TYPES

1 CLEAR FLOAT (1/4")

2 CLEAR TEMPERED (1/4")

3 TINTED FLOAT (1/4")

3A TINTED FLOAT TEMPERED (1/4")

4 CLEAR WIRED (1/4")

5 CLEAR LAMINATED (1/4")

6 DECORATIVE LAMINATED (1/4")

7 TRANSLUCENT LAMINATED (1/4")

8 INSULATED LOW E (1")INNER 5, OUTER 3.

9 INSULATED LOW E, TRANSLUCENT (1")INNER 7, OUTER 3.

10 INSULATED LOW E, DECORATIVE (1")INNER 6, OUTER 3.

11 INSULATED LOW E, TEMPERED,TRANSLUCENT (1")INNER 7, OUTER 3A.

12 INSULATED LOW E, TEMPERED (1")INNER 5, OUTER 3A.

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

/4" =

1'-0

"

4/15/2013 4:00:56 PM

T.J.

KIM

C. S

PRIN

KLE

T.J.

KIM

2/19

/201

3

EP14

A-62

0

A-620

WIN

DO

W S

CH

EDU

LE2/

19/2

013


T.J.

KIM

KC-

46A

FUSE

LAGE

TRA

INER

WINDOW SCHEDULE

TYPESIZE HEAD

HEIGHTSILL

HEIGHTDETAILS

REMARKSWIDTH HEIGHT HEAD JAMB SILL

W01 4' - 0" 6' - 0" 9' - 4" 3' - 4" E5/A-621 C5/A-621 A5/A621W02 4' - 0" 6' - 0" 9' - 4" 3' - 4" E7/A-621 D7/A-621 B7/A-621

GENERAL NOTES1. PROVIDE INSULATED AND LAMINATED GLASS PANEL AT ALL EXTERIOR WALL.

GLASS SPECIFICATION AND GLAZING LAYUP SHALL BE CONFIRMED UPONSITE SELECTION.

2. PROVIDE SECURITY METAL MESH AT INTERIOR SIDE OF GLASS PANEL AT ALLWINDOWS AT OPEN STORAGE AREA. REFERENCE E.Y. DRAWINGS FOR OPENSTORAGE BOUNDARY.

3. PROVIDE BLINDS FOR ALL EXTERIOR WINDOWS. RE: SPECIFICATION SECTION122100


EXTERIOR WALLASSEMBLYRE: A7/A-850 FORMORE INFORMATIONBRICK SOLDIER COURSE

CONT. METAL DRIP ANDTHRU-WALL FLASHING

SEALANT EACHSIDE

ALUMINUM WINDOWFRAME WITHINSULATED GLASS

WIN

DOW

HEI

GHT

SEE

SCHE

D.

ROLLER SHADE ORMINI BLIND

CAVITY DRAINAGEMATERIAL

2"

1/8" GAL. STEELPLATE FASTENTO METAL STUD

WEEP AND VENT 2'-8" O.C.

WT PER STRUCTUREPAINT TO MATCH BRICK

LIPPED BRICK AT STEELLINTEL

CONT. SEALANT W/ BACKERROD

CONT. DRIP

1/8" GALV STEEL PLATEFASTEN TO MTL STUD

8"

PRECAST SILL

6 1/

2"

STAINLESS STEELFLASHING WITH ENDDAM AT EACH END

EXTERIOR WALLASSEMBLYRE: A7/A-850 FORMORE INFORMATION

SEALANT EACH SIDESOLID SURFACE WINDOWSILL AT INTERIOR

RETURN VAPOR BARRIERAND INSULATION

2"

WIN

DOW

HEI

GHT

SEE

SCHE

D.

METAL REVEAL

PRECAST WINDOW SILL BELOW

WIN

DOW

WID

THSE

E SC

HED.

2"


SEALANT EACH SIDE

ALUMINUM WINDOW FRAMEWITH INSULATED GLASS

SOLID SURFACE WINDOWSILL AT INTERIOR

1/8" GAL. STEEL PLATEFASTEN TO METAL STUD

RETURN VAPOR BARRIERAND INSULATION

2"

3X3X3/16 GALV STEELANGLE



HOLLOW METAL FRAME

1/4" TEMPERED GLASS

DOUBLE STUDHEADER

FILLER BLOCK


DOUBLE METALSTUDS

HOLLOW METAL FRAME


GLASS PER SCHEDULEGLAZING STOP



HOLLOW METAL FRAME

1/4" TEMPERED GLASS

DOUBLE STUDHEADER

FILLER BLOCK

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 3

" = 1

'-0"

4/16/2013 8:29:14 AM

TJ K

IM

V. B

OR

CH

ERS

TJ K

IM

4/17

/201

3

EP14

A-62

1

A-621

WIN

DO

W D

ETAI

LS4/

17/2

013

TJ K

IM

KC-

46A

FUSE

LAGE

TRA

INER


SCALE: 3" = 1'-0"A5 WINDOW (SILL)

SCALE: 3" = 1'-0"C5 DETAIL (JAMB)


SCALE: 3" = 1'-0"D7 DETAIL (JAMB)

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

SCALE: 3" = 1'-0"B7 DETAIL (SILL)0 3" 6" 9"

SCALE:3"=1'

RE: S

CHED

ULE

2' - 0

"

RE: S

CHED

ULE

3' - 2

"

3' - 4"

8' - 0"

L1L02 L1L03 L1L04L1L01

RE: S

CHED

ULE

RE: S

CHED

ULE

17' - 6"

5' - 5

1/2"

123

13' - 6"

9' - 1

"

123

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

/4" =

1'-0

"

4/15/2013 4:00:58 PM

T.J.

KIM

C. S

PRIN

KLE

T.J.

KIM

2/19

/201

3

EP14

A-63

0

A-630

LOU

VER

SC

HED

ULE

AN

DD

ETAI

LS2/

19/2

013


T.J.

KIM

KC-

46A

FUSE

LAGE

TRA

INER

LOUVER SCHEDULE

TYPESIZE HEAD

HEIGHTSILL

HEIGHTDETAILS

REMARKSWIDTH HEIGHT HEAD JAMB SILL

L01 3' - 4" 2' - 0" 9' - 4" 7' - 4" D4/A-631 C4/A-631 A4/A-631L02 16' - 0" 3' - 2" 22' - 8" 19' - 6" D4/A-631 C4/A-631 A4/A-631L03 13' - 6" 13' - 4" D4/A-631 C4/A-631 A4/A-631L04 17' - 6" 13' - 4" D4/A-631 C4/A-631 A4/A-631

VARIESVARIES

VARIESVARIES



CONT. THRU-WALLFLASHING

METAL LOUVER

LOUV

ER H

EIGH

TSE

E SC

HED.

1/8" GAL. STEEL PLATEAND ANGLE FASTENED TOMETAL STUD-PAINT TOMATCH ADJACENT WALL

CONT. SEALANT W/BACKER ROD

METAL WALL PANELOR EXTERIOR VENEERMATERIAL, PERELEVATION

RIGID INSULATION

MAX

4"

18 GA. 2" X 2"STAINLESS STEELCORNER GUARD

INSECT SCREEN


METAL LOUVER

LOUV

ER H

EIGH

TSE

E SC

HED.



RIGID INSULATION-RETURN AT TOP

STAINLESS STEELSILL

VAPOR BARRIER

INSECT SCREEN

BRICK OR EXTERIORVENEER MATERIAL,

PER ELEVATION


VAPOR BARRIER

METAL LOUVER

LOUV

ER W

IDTH

SEE

SCHE

D.



METAL WALL PANELOR EXTERIOR VENEERMATERIAL, PERELEVATION

RIGID INSULATION

18 GA. 2" X 2"STAINLESS STEELCORNER GUARD

INSECT SCREEN

ALIG

N

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 3

" = 1

'-0"

4/16/2013 8:29:15 AM

TJ K

IM

M. P

OLL

MAN

N

TJ K

IM

4/17

/201

3

EP14

A-63

1

A-631

LOU

VER

DET

AILS

4/17

/201

3TJ

KIM

KC-

46A

FUSE

LAGE

TRA

INER


SCALE: 3" = 1'-0"A4 DETAIL (HEAD)

0 3" 6" 9"

SCALE:3"=1'

0 3" 6" 9"

SCALE:3"=1'

SCALE: 3" = 1'-0"C4 DETAIL (JAMB)0 3" 6" 9"

SCALE:3"=1'

REF

.(N

IC)

UP

UP

A

B

C

G

1 2 3 4 5 6 7

E

D

F

FUSELAGE TRAINER113

COMM111

MECH109

WOMEN'S TOILET108

MEN'S TOILET105

BREAK ROOM103

CORR102

BRIEF106 CLASSROOM

100

BRIEF104

VEST101

ELEC112

JAN107

FIRE PUMP ROOM114

MECH YARD

WHITE BOARD

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

/8" =

1'-0

"

4/15/2013 4:01:02 PM

E. A

LLEN

E. A

LLEN

T.J.

KIM

2/19

/201

3

EP14

A-70

1

A-701

FUR

NIT

UR

E PL

AN2/

19/2

013


E. A

LLEN

KC-

46A

FUSE

LAGE

TRA

INERFURNITURE PLAN

0 4' 8' 16'

SCALE:1/8"=1'

PLANNORTH

324th Air Base GroupFuselage Trainer

4' - 0"

2' - 3

"9"

2" HELVETICA MEDIUMTEXT, FLUSH LEFT

INSERT AREA -UPDATEABLE TEXT

GRAPHIC FACILITY MAP

3/4"

3/4"

Classroom 100

Briefing Room 104

Briefing Room 106

Break room 103

Fuselage Trainer 113

6" DIA. VINYL ORSCREENPRINTED LOGO 115

Updateable Insert

9"

6"3"

PERMANENT RAISEDTEXT 1 1/2" HIGH WITHBRAILLE BELOW

3/8" THICK MATTE ACRYLIC

INSERT AREA - UPDATEABLETEXT 1/2" HIGH

3/8"

3/8"

Verify Text with User

8"

2 1/4" DIA. VINYL ORSCREENPRINTED LOGO

115Mechanical Room

9"

4"

PERMANENT RAISEDTEXT 1 1/2" HIGH

3/8" THICK MATTE ACRYLIC

3/8"

3/8"

8"

PERMANENT RAISEDTEXT, 1/2" HIGH WITHGRADE II BRAILLE BELOW

FOR SIGNS USED ON EXTERIOR OFBUILDING BRAILLE IS NOT REQUIRED

6"

9"

PERMANENT RAISED TEXT& BRAILLE

3/8" THICK MATTE ACRYLICBACKGROUND

PICTOGRAM BASED ON SIGNLOCATION. WHITE PICTOGRAM.

NO SMOKING WITHIN 25'

9"

5"

PERMANENT RAISEDPICTOGRAM, TEXT, & BRAILLE

3/8" THICK MATTE EXTERIORGRADE ACRYLIC

5' - 0

"

6"

MOUNT SIGN ON LATCH SIDE OF DOOR.WHERE REQUIRED MOUNT SIGN AT SAMEHEIGHT AS SHOWN ON CENTER OF DOOR.

BASELINE OF HIGHEST COPY MOUNTED NOHIGHER THAN 60" AFFBASELINE OF LOWEST COPY MOUNTED NOLOWER THAN 48" AFF

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

USAs

indi

cate

d

4/15/2013 4:01:04 PM

E. A

LLEN

E. A

LLEN

T.J.

KIM

2/19

/201

3

EP14

A-71

1

A-711

SIG

NAG

E SC

HED

ULE

&D

ETAI

LS2/

19/2

013


E. A

LLEN

KC-

46A

FUSE

LAGE

TRA

INER

SIGNAGE SCHEDULESIGN

DOORNUMBER

ROOMNUMBER

MESSAGE

COMMENTSTAG TYPESIGN

NUMBER TEXT

G100.1 BB2 100.A 100 100 CLASSROOMG100.2 BB2 100.B 100 100 CLASSROOMG101 DD 101.A EXT - NO SMOKING WITHIN 25'G102 AA2 - 102 - "DIRECTORY"

G102.A BB2 102.A 102 113 FUSELAGE TRAINING BAYG102.B BB2 102A 113 102 TO BRIEFING ROOMSG103 BB2 103.A 103 103 BREAK ROOMG104 BB2 104.A 104 104 BRIEFING ROOMG105 BB7 105.A 105 - MENG106 BB2 106.A 106 106 BRIEFING ROOMG107 BB2 107.A 107 107 JANITORG108 BB7 108.A 108 - WOMENG109 BB4 109.A 109 109 MECHANICALG111 BB4 111.A 111 111 COMMUNICATIONSG112 BB4 112.A 112 112 ELECTRICALG114 BB4 114.A 114 114 FIRE PUMP ROOM

SIGN TYPE AA2 SIGN TYPE BB2

SIGN TYPE BB4SIGN TYPE BB7SIGN TYPE DD

SIGNAGE MOUNTING HEIGHT

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US

4/15/2013 5:08:24 PM

T.J.

KIM

C. S

PRIN

KLE

T.J.

KIM

2/19

/201

3

EP14

A-80

0

A-800

PER

SPEC

TIVE

S2/

19/2

013


T.J.

KIM

KC-

46A

FUSE

LAGE

TRA

INER

A1 NE CORNER A5 NW CORNER

D5 SE CORNERD1 SW CORNER

SOAPDISPENSER

MIRROR

GRAB BAR

33"-3

6"

FORW

ARD

REAC

H

38"-4

8" T

O EN

SURE

OPER

ABLE

PAR

T

48" M

AX T

O HI

GHES

T

PAPER TOWELDISPENSER /WASTERECEPTACLE

FORW

ARD

REAC

H

38"-4

8" T

O EN

SURE

NAPKINTAMPONDISPOSAL

6' - 0

"

TOWEL PIN

ACCESSIBLETOWEL PIN

1'-7"

MIN

GRABBAR

TOILETTISSUE

GRAB BAR

SANITARYNAPKINDISPOSAL

1'-7"

MIN

.1'-5

"

12" TYP 3'-6" MIN

3'-0" MAX

3'-0"

TYP

1'-6" TYP

3'-0"

TYP

3'-0" MIN 6" MAX

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

USAs

indi

cate

d

4/16/2013 8:29:17 AM

TJ K

IM

M. P

OLL

MAN

N

TJ K

IM

4/17

/201

3

EP14

A-82

0

A-820

TYPI

CAL

AC

CES

SIBI

LITY

DET

AILS

4/17

/201

3TJ

KIM

KC-

46A

FUSE

LAGE

TRA

INER

1iS3 PARTITION TYPE - NO FIRE RATING

1iS3a PARTITION TYPE - NO FIRE RATING (NOT USED)SAME AS PARTITION TYPE S3 W/O BATT INSULATION

3 1/2" MIN UNFACED BATTINSULATION

SEE ROOM FINISH SCHEDULEFOR FINISH MATERIALS OVERGYPSUM BOARD

SCHEDULED CEILING

HEAD

CEILING

PLAN

BASE

1 LAYER OF 5/8" TYPE "X" GYPBOARD EACH SIDE OF 362S162-33METAL STUDS @ 16" O.C.

1iS3c PARTITION TYPE - 1 HR FIRE RATING (NOT USED)SIMILAR TO UL DESIGN NO. U465

TOP OF CONCRETE ORACCESS FLOOR SYSTEM

EACH LAYER OF GYPSUM BOARDSET IN CONT. BEAD OF SEALANT(TYP.)

METAL BOTTOMRUNNER


1iS5f PARTITION TYPE - NO FIRE RATINGSAME AS PARTITION TYPE S5 PROVIDE CEMENTITIOUS BACKERUNITS (AT SHOWER WALLS) OR WATER RESISTANT GYP. BD (ATALL OTHER TOILET OR RESTROOM WALLS) ON WET SIDE WALL

SEE ROOM FINISH SCHEDULE FORFINISH MATERIALS OVER GYPSUMBOARD

HEAD

CEILING

PLAN

BASE

1 LAYER OF 5/8" GYP BOARDON 362S162-33 @ 16" O.C.

1iS5a PARTITION TYPE - NO FIRE RATING (NOT USED)SAME AS PARTITION TYPE S5 W/O BATT INSULATION

TOP OF CONCRETE OR ACCESSFLOOR SYSTEM


METAL BOTTOM RUNNER

SSMA:362S162-33 METAL STUDBRACE @ 48" O.C. MAX. EXTENDBRACE AND SECURE TOADJACENT STUD WALL, STEELSOLUMN, OR CONCRETE WALL


1iS7c PARTITION TYPE - 1 HR FIRE RATINGSIMILAR TO UL DESIGN NO. U465


SEE ROOM FINISH SCHEDULE FORFINISH MATERIALS OVER GYPSUMBOARD

SCHEDULED CEILING

HEAD

CEILING

PLAN

BASE


METAL BOTTOM RUNNER

1 LAYER OF 5/8" TYPE "X" GYPBOARD EACH SIDE OF600S200-54 @ 16" O.C.

1iS7f PARTITION TYPE - 1 HR FIRE RATINGSAME AS PARTITION TYPE S7. PROVIDE CEMENTITIOUS BACKER UNITS OVER GYPBOARD (AT SHOWER WALLS) OR WATER RESISTANT GYP BD (AT ALL OTHER TOILETOR RESTROOM WALLS) ON WET SIDE OF WALL

1iS8 PARTITION TYPE - NO FIRE RATING (NOT USED)


SEE ROOM FINISH SCHEDULEFOR FINISH MATERIALS OVERGYPSUM BOARD

362S162-33 METAL STUDDIAGONAL BRACING @ 4'-0" O.C.(ALTERNATE DIRECTIONS) TOUNDERSIDE OF METAL DECK

HEAD

CEILING

PLAN

BASE

TOP OF CONCRETE ORACCESS FLOOR SYSTEM

EACH LAYER OF GYPSUM BOARD SETIN CONT. BEAD OF SEALANT (TYP.)

METAL BOTTOM RUNNER

1 LAYER OF 5/8" GYP BOARDEACH SIDE OF 362S162-33METAL STUDS @ 16" O.C.

1iS8f PARTITION TYPE - NO FIRE RATINGSAME AS PARTITION TYPE S8. PROVIDE CEMENTITIOUS BACKERUNITS (AT SHOWER WALLS) OR WATER RESISTANT GYP BD (ATALL OTHER TOILET OR RESTROOM WALLS) ON WET SIDE OFWALL

1iS8a PARTITION TYPE - NO FIRE RATING (NOT USED)SAME AS PARTITION TYPE S8 w/o BATT INSULATION

SCHEDULED CEILINGSCHEDULED CEILING

UNDERSIDE OF METAL DECK ORSTRUCTURE ABOVE

SCHEDULED BASE - SEE ROOMFINISH SCHEDULE

PROVIDE ACOUSTICAL ANDSMOKESTOP SEALANT ATSMOKE PARTITIONS ANDFIRESTOP SEALANT AT FIRERATED PARTITIONS. TYPICALEACH SIDE.


CONTINUOUS ACOUSTICALSEALANT AT TOP OFGYPSUM BOARD

TOP OF CONCRETE OR ACCESSFLOOR SYSTEM


PROVIDE ACOUSTICAL ANDSMOKESTOP SEALANT AT SMOKEPARTITIONS AND FIRESTOPSEALANT AT FIRE RATEDPARTITIONS. TYPICAL EACH SIDE.





8" T

YP.

1iS3b PARTITION TYPE - SMOKE PARTITION (NOT USED)SIMILAR TO UL DESIGN NO. U465

1iS5g PARTITION TYPE - USE 250S125-33 (NOT USED)

1iS7b PARTITION TYPE - SMOKE PARTITION (NOT USED)SIMILAR TO UL DESIGN NO U465

1iS3f PARTITION TYPE - NO FIRE RATINGSAME AS PARTITION TYPE S5 PROVIDE CEMENTITIOUS BACKERUNITS (AT SHOWER WALLS) OR WATER RESISTANT GYP. BD (ATALL OTHER TOILET OR RESTROOM WALLS) ON WET SIDE WALL

1iS7h PARTITION TYPE (NOT USED)SAME AS PARTITION TYPE S7. PROVIDE CEMENTITIOUS BACKER UNITS (AT SHOWERWALLS) OR WATER RESISTANT GYP BD (AT ALL OTHER TOILET OR RESTROOMWALLS) ON WET SIDE OF WALL

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

/2" =

1'-0

"

4/15/2013 4:00:44 PM

T.J.

KIM

V. B

OR

CH

ERS

T.J.

KIM

2/19

/201

3

EP14

A-83

0

A-830

PAR

TITI

ON

TYP

ES2/

19/2

013


T.J.

KIM

KC-

46A

FUSE

LAGE

TRA

INER

PARTITION TYPES-01

GENERAL NOTES

1. WHERE STRUCTURAL MEMBERS PENETRATE FIRE-RATED GYPSUM BOARD WALLS,TAPE AND SEAL WITH FIRE STOPPING SEALANT.

2. PROVIDE TREATED WOOD BLOCKING OR MINIMUM 20 GAUGE METAL BACKING ASREQUIRED FOR INSTALLATION OF FIRE EXTINGUISHER CABINETS. MESSAGEBOARDS, TOILET ACCESSORIES, TOILET PARTITIONS, WALL AND BASE CABINETS,ACCESS PANELS, ELECTRICAL AND FIRE PROTECTION SYSTEM PANELS, UNLESSNOTED OTHERWISE.

3. ALL METAL STUD AND FURRING DESIGNATIONS ARE THE STEEL STUDMANUFACTURER ASSOCIATIONS (SSMA) UNIVERSAL DESIGNATOR SYSTEM FORLIGHT GAUGE STEEL FRAMING MEMBERS. ALL METAL STUDS AND BRACING SHALLBE 20 GAUGE UNLESS NOTED OTHERWISE.

4. REFERENCE FLOOR PLANS FOR PARTITION TYPE LOCATIONS.5. PROVIDE 362S162-33 METAL STUD DIAGONAL BRACING @ 4'-0" O.C. (ALTERNATE

DIRECTIONS) TO UNDERSIDE OF METAL DECK FOR ALL WALLS GREATER THAN14'-0" IN HEIGHT

FILL METAL DECK FLUTESWITH FIRE SAFING INSULATION

UNDERSIDE METALROOF DECK

5/8" GYP. BD ANCHORTO METAL DEEP LEGRUNNER. DO NOTATTACH TO WALL STUD

RUNNER TRACKSLIP CLIP

5/8" GYP. BD. ANCHORTO METAL WALL STUDUP TO 1"FROM DEEP LEGRUNNER

EXTEND GYP. BD.INTO METALDECK FLUTES

FIRESTOP SEALANTBOTH SIDES

DEEP LEGRUNNER(3" LEG MIN.),ANCHOR TOMETAL DECK

FILL METAL DECK FLUTESWITH FIRE SAFING INSULATION

UNDERSIDE METAL DECK

5/8" GYP. BD ANCHOR TOMETAL DEEP LEG RUNNER. DONOT ATTACH TO WALL STUD


5/8" GYP. BD. ANCHOR TOMETAL WALL STUD UP TO 1"FROM DEEP LEG RUNNER

EXTEND GYP. BD.INTOMETAL DECK FLUTES

FIRESTOP SEALANTBOTH SIDES TOACHIEVE 1-HR FIRERATING

DEEP LEGRUNNER (3"LEG MIN.),ANCHOR TOMETAL DECK

5/8" TYPE XGWB.

5/8" TYPE XGWB.

20 GA. METALDEFLECTIONTRACK

MINERALWOOLFIRE SAFING

UNDERSIDE OFMETAL DECK

FIRESTOPSEALANTBOTH SIDES

4"1"

FILL METAL DECKFLUTES WITHINSULATION

UNDERSIDE METALROOF DECK

5/8" GYP. BD ANCHORTO METAL WALL STUDUP TO 1" FROM DEEPLEG RUNNER

DEEP LEGRUNNER (3" LEGMIN.), ANCHOR TOMETAL DECK


1" M

IN.

STEEL BEAM - SEESTRUCTURAL

UNDERSIDE OF FLOOROR ROOF DECK

DEEP LEG RUNNER(3" LEG MIN.) ANCHORTO METAL DECK

RUNNER TRACK SLIPCLIP

5/8" GYP. BOARDEACH SIDE - ANCHORTO METAL WALLSTUD UP TO 1" FROMDEEP LEG RUNNER

1"

FILL METAL DECK FLUTES WITHACOUSTICAL BATT INSULATIONGYPSUM WALL BOARD - SEE

PARTITION TYPES FORQUANTITY OF LAYERS

ACOUSTICAL BATTINSULATION WHERE OCCURSMETAL STUDS EA SIDE OFCONTROL JOINT. SEEPARTITION TYPES FOR SIZES

SEALANT AND BACKER RODEACH SIDE. NON-HARDENINGACOUSTICAL SEALANT @ACOUSTICAL OR SAPF WALLCONSTRUCTION

PACK VOID WITH ACOUSTICALINSULATION AT ACOUSTICALOR SAPF WALLCONSTRUCTIONGYPSUM BOARD CONTROLJOINT

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

USAs

indi

cate

d

4/16/2013 8:29:18 AM

T.J.

KIM

C. S

PRIN

KLE

T.J.

KIM

4/17

/201

3

EP14

A-83

1

A-831

PAR

TITI

ON

TYP

ES D

ETAI

LS4/

17/2

013

T.J.

KIM

KC-

46A

FUSE

LAGE

TRA

INER

SCALE: 1 1/2" = 1'-0"E3 SLIP TRACK DETAILSCALE: 1 1/2" = 1'-0"E5 SLIP TRACK DETAIL

SCALE: 1 1/2" = 1'-0"E8 SLIP TRACK DETAILSCALE: 1 1/2" = 1'-0"E1 SLIP TRACK DETAIL

SCALE: 1 1/2" = 1'-0"C8 SLIP TRACK DETAILSCALE: 3" = 1'-0"C5 TYP GYP BD CONTROL JOINT

STANDARD WEIGHTPIPE OR 1/4" THKFORMED PLATESLEEVE

FIRESTOP SEALANTALL AROUND BOTHSIDES

FIRE SEALANT W/ BACKERROD ALL AROUND BOTHSIDES

MECHANICAL PIPE OR ELEC.CONDUIT - RE: MECH. AND ELEC.DWGS FOR LOCATIONS AND SIZES

5/8" GYP BOARD ON EACH SIDE OF 6" OR 3 5/8" METAL STUDS @16"O.C. (2 LAYERS OF GYP BOARD - 2HOUR FIRE RATED)

PACK VOID W/ FIRESAFING INSULATION

EQUAL TO UL SYSTEM NUMBER W-L-1003TYP. PIPE OR CONDUIT PENETRATING GYP.BOARD WALL WITH SLEEVE DETAIL

2" M

IN1/4"

1 1/2" MIN

STANDARD WEIGHT PIPE OR 1/4"THK FORMED PLATE SLEEVE

MECHANICAL PIPE ORELEC. CONDUIT - RE:MECH. AND ELEC. DWGSFOR LOCATIONS AND SIZES

PIPE INSULATION RE: MECH.DWGS FOR DETAILS

5/8" GYP BOARD ON EACH SIDE OF 6" OR 3 5/8" METALSTUDS @ 16"O.C. (2 LAYERS OFGYP BOARD - 2 HOUR FIRERATED)


EQUAL TO UL SYSTEM NUMBER W-L-1003TYP. PIPE OR CONDUIT PENETRATING GYP.BOARD WALL WITH SLEEVE DETAIL

2" M

IN1/4"

1 1/2" MIN

FIRE SEALANT W/ BACKER RODALL AROUND BOTH SIDES

FIRESTOP SEALANTALL AROUND BOTHSIDES

5/8" THK GYP BOARD ON BOTHSIDES OF METAL STUD FRAME


FIRESTOP SEALANT ALLAROUND BOTH SIDES

ELECTRICALCABLE TRAY

5/8" GYP BOARD ON EACHSIDE OF 6" OR 3 5/8"METAL STUDS @ 16"O.C.(2 LAYERS OF GYP BOARD- 2 HOUR FIRE RATED)

EQUAL TO UL SYSTEM NUMBER W-L-4005 TYPICAL CABLE TRAYPENETRATING GYP BOARD WALLDETAIL

AS R

EQUI

RED

DEPT

H OF

CAB

LE T

RAYS

FIRESTOP SEALANT W/BACKER ROD ALL AROUNDBOTH SIDES


MECHANICAL PIPE OR ELEC.CONDUIT - RE: MECH. ANDELEC. DWGS FORLOCATIONS AND SIZES

5/8" GYP BOARD ON EACH SIDE OF6" OR 3 5/8" METAL STUDS @ 16"O.C.(2 LAYERS OF GYP BOARD - 2 HOURFIRE RATED)

EQUAL TO UL SYSTEM NUMBER W-L-1001TYP. PIPE OR CONDUIT PENETRATINGGYP. BOARD WALL WITHOUT SLEEVE

1/4" M

IN

FIRESTOP SEALANT W/BACKER ROD ALL AROUNDBOTH SIDES


L 1 1/2 x 1 1/2 x 16GA MINSTEEL ANGLE ON BOTHSIDES OF GYP BOARDWALL

5/8" GYP BOARD ON EACH SIDEOF 6" OR 3 5/8" METAL STUDS @16"O.C. (2 LAYERS OF GYPBOARD - 2 HOUR FIRE RATED)

EQUAL TO UL SYSTEM NUMBER W-L-7040OR W-L-7042 TYP. MECHANICAL DUCTPENETRATING GYP. BOARD WALL

SEE

MECH

DW

G FO

R SI

ZE

MECH

ANIC

AL D

UCT

5/8" GYP BOARD ON EACH SIDEOF 6", 8" OR 3 5/8" METAL STUDS@ 16" O.C. (2 LAYERS OF GYPBD - 2 HOUR FIRE RATED)

PRESS PUTTY INTO THEPERIMETER BETWEEN OUTLETBOX AND THE STUD OR GYPBOARD ALL AROUND SEAL ALL"KNOCK-OUT" HOLES CONTAININGWIRE OR CONDUIT WITH PUTTY

METALLIC OUTLETBOX SIZE UP TO "4S"

1/8" THICK MOLDABLEFIRESTOPPING PUTTYCOVERING ALL EXPOSEDSURFACES OF OUTLET BOX

1. THIS DETAIL SHALL NOT PRECLUDE ANY REQUIREMENTSSHOWN ON THE ARCHITECTURAL DETAIL SHEETS FORSOUND RATED OR FIRE RATED ASSEMBLIES. SUCHDETAILS SHALL OVERRIDE THIS DETAIL WHENAPPLICABLE.

2. THE REQUIREMENTS FOR A CONDUIT PASSINGTHROUGH A SECURE BOUNDARY SHOWN ON THISSHEET SHALL BE IN ADDITION TO THE ACOUSTICALTREATMENT SHOWN ON THIS DETAIL WHEN APPLICABLE.

ACOUSTICAL SEALANTAPPLIED AROUND THEPERIMETER OF THEPENETRATION WALL CAVITY

INSULATION

URETHANEBACKER ROD

CONDUITSTHROUGH WALL

NOTES:

FIRE SAFING

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

USAs

indi

cate

d

4/16/2013 9:27:38 AM

TJ K

IM

A. B

ERKE

TJ K

IM

4/17

/201

3

EP14

A-84

0

A-840

TYPI

CAL

PEN

ETR

ATIO

ND

ETAI

LS4/

17/2

013

TJ K

IM

KC-

46A

FUSE

LAGE

TRA

INER

GENERAL NOTES

SCALE: 1 1/2" = 1'-0"C5 DETAILSCALE: 1 1/2" = 1'-0"C3 DETAIL

SCALE: 1 1/2" = 1'-0"E3 DETAIL

SCALE: 1" = 1'-0"A5 DETAILSCALE: 1" = 1'-0"A3 DETAIL

1. CAUTION: THE PURPOSE OF THIS SHEET IS TO DESCRIBE TYPICAL DETAILSUSED IN CONJUNCTION WITH THE METAL FRAMED PARTITION SYSTEM. AS ADRAWING INTENDED TO ILLUSTRATE AN OVERALL SYSTEM OFCONSTRUCTION, THIS SHEET MAY SHOW DETAILS WICH DO NOT APPLY TOTHE WORK OF THIS PROJECT. REFER TO THE FLOOR PLANS, REFLECTEDCEILING PLANS, SECTIONS, AND DETAILS TO DETERMINE WHICH CONDITIONSEXIST AND WHICH DETAILS APPLY. NOT ALL DETAILS SHOWN ARE USED.

2. THE "PRIORITY" OF PARTITIONS OF DIFFERENT TYPES IS DETERMINED ASFOLLOWS:FIRE-RATED PARTITIONS HAVE PRIORITY OVER NON-RATED PARTITIONS.PARTITIONS WITH GREATER FIRE-RATINGS HAVE PRIORITY OVERPARTITIONS WITH LESSER FIRE-RATINGS.

3. PROVIDE OUTLET BOX MOLDABLE FIRESTOPPING PUTTY WHERE:AGGREGATE SURFACE AREA OF OUTLET BOXES EXCEEDS 100 SQUAREINCHES IN ANY 100 SQUARE FEET OF CONTINUOUS WALL SURFACE.OUTLET BOXES ON OPPOSITE SIDES OF PARTITION SHALL BE SEPARATED(HORIZ DIM) BY LESS THAN 24 INCHES.

SCALE: 3" = 1'-0"E5 TYPICAL OUTLET FIRE STOPPING

SCALE: 12" = 1'-0"A1 CONDUIT PENETRATION

1' - 3"

11" (AT SIM BAY)

6" (TYP)

6" METAL STUD W/ BATTINSULATION (INSULATIONTHICKNESS VARIES PERBASE LOCATION)

5/8" GYPSUM WALLBOARD

GRID

1/2" EXTERIORSHEATHING (AIR BARRIER- SEAL AND TAPE ALLJOINT AND PENETRATION)

2 1/4" AIR SPACE

3 5/8" BRICK (ORALTERNATEVENEER PER BASEDESIGN STANDARD) STEEL STRUCTURE

RE: STRUCTURE DWGS

VAPOR BARRIER(REQUIREMENT ANDLOCATION OF VAPORBARRIER TO BECONFIRMED PERBASE LOCATION)

FOIL FACED 2 "RIGID INSULATIONTAPE ALL JOINTAND PENETRATION

PROVIDE COLUMN COVERWHERE FINISH CEILING ISPROVIDED - 5/8" GYP. BDON SSMA: 250S125-33METAL STUD AT 16" ONCENTER

NO GYP.BD BEHINDCOLUMN IF COLUMNCOVER IS PROVIDED.

SLIP CONNECTION RE:STRUCTURE DRAWING

RE: STRUCTURAL DWGS

GRID

1/2" EXTERIOR SHEATHING2" RIGID INSULATION

STANDING SEAM METALROOF, VAPOR BARRIER,RIGID INSULATION, 1/2"EXTERIOR SHEATHINGUNDERLAYMENT (AIRBARRIER - SEAL AND TAPEALL JONT ANDPENETRATION) AND METALROOF DECK.

CONT. GALV. STEEL ANGLETREATED WOODBLOCKING

1' - 4

"

METAL FASCIA(FINISH ANDHEIGHT MATCH TOEAVE)

CONT. 3/4" TREATEDPLYWOOD

VERIFY W/ ROOFPANEL DEPTH

1' - 3" 6"

1' - 9"

EXPANDABLE FOAMINSULATION FILL AT FLUTE

1"3"1"

DEEP LEG RUNNER ANCHORTO ROOF DECK ONLY

EXTEND EXTERIORSHEATHING TO METALDECK FLUTES

CONT. CLIP ANGLECLOSURE - ATTACHED TOSTEEL BEAM ONLY

GRID

METAL WALL PANEL

REFERENCE ADDITIONALNOTES & DIMENSIONSFROM DETAIL AT LEFT

CONT.STAINLESSSTEELFLASHING

METAL WALL PANELPER BASE STANDARD(PROFILED VERTICALPANEL SHOWN)

GALVANIZED STEELGIRT.(GAGE AND SPACING TOBE DETERMINED PERSELECTED METAL PANELAND WIND LOAD)

BOTTOM OFMETAL PANEL

ELEVATION VARIES:REFER TO EXTERIORELEVATION AND WALLSECTION

MASONRY VENEER WALL

2" 1' - 3" 6"CONT. SEALANT

PAINT ON 5/8" GYP BD

6" BATT INSULATION(INSULATION THICKNESSVARIES FOR BASELOCATION)

GRID

1/2" EXTERIOR SHEATHING(AIR BARRIER)

2" RIGID INSULATION

2 1/4" AIR SPACE

FACE OF BRICKBEYOND

CONT. DRIP

S.S. FLASHING W/ WEEPHOLE @ 2'-8" O.C.

WEEP/VENT @ 2'-8" O.C.

1/2" ALUM. REVEAL

BASE PER SCHED.

ALUM. WINDOW FRAMEW/ INSUL. GLASS

2" DOUBLE 16 GA. STUD

3/4" SOLID SURFACEWINDOW SILL

1' - 9"

FINISH FLOOR PER SCHED.

GRADE

3' - 4

"

1/8" GALV STEEL PLATEFASTEN TO MTL STUD

CONC. FLOOR SLAB

VAPOR BARRIER

6" MIN GRANULAR FILL

DAMP PROOFING

2" PERIMETER RIGIDINSULATION - EXTEND TOFOOTING (INSULATIONREQUIREMENT TO BECONFIRMED W/ BASESTANDARD)

1"

MIN .4"

10" CAVITY DRAINAGEMATERIAL AT BOTTOMOF BRICK AND ATSHELF ANGLE TYP.THRU WALL FLASHING8" MIN RETUREN ANDSEAL

STAINLESS STEEL DRIPSET IN SEALANT.

8"

PRECAST SILL

GRID

INSULATED /TRANSLUCENT WALLPANEL - CONTINUOUS

PRECAST SILL

TUBE STEEL STRUCTURE- GIRT W/ EXPANDABLEINSULATION FILL TYP.

312

2' - 2"

SLIP CONNECTION

1"

3"

1" M

IN

8"1"

1" 7"6"

1/2"

3' - 4"

METAL SOFFIT PANEL ON087F125-33 MTL FURRINGCHANNELS AND 600S125-43RAFTER AT 2'-8" O.C. MAX

METAL FASCIA OVERTREATED 3/4 CONT.PLYWOOD OVER CONT.STEEL BENT PLATE

CONT. DRIP

CONT. PRE-FINISHEDMETALTRIM AT EACH END.FINISH TO MATCH METALSOFFIT PANEL

CONT. BENT PLATE (16GA)EACH SIDE WELDED TOMETAL DECK FLUTECLOSURE - DO NOT ATTACHTO WALL BELOW

REFERENCE TYP. EXTERIORWALL CONSTRUCTION A7/A-850FOR WALL MATERIAL ANDDIMENSION

CONT. STAINLESSSTEEL FLASHING

TRANSLUCENT WALL PANEL EXTERIOR METAL WALL PANEL


METAL WALL PANEL PER BASESTANDARD (PROFILEDVERTICAL PANEL SHOWN)


BOTTOM OFSOFFIT

1'-6" FASCIA DIMENSIONWILL VARY PERINSULATION THICKNESS

ROOF INSULATION THICKNESS VARIESPER BASE. 4" SHOWN IN THIS DETAIL

T.O. STL BEAM

2' - 1

1/2"

CONT. METAL GUTTER

STANDING SEAM METAL ROOF WITH PURLINS, VAPORBARRIER (REQUIREMENT/LOCATION TO BE CONFIRMED WITHBASE) RIGID ROOF INSULATION, 1/2 EXTERIOR SHEATHINGUNDERLAYMENT (AIR BARRIER - SEAL AND TAPE ALL JOINTSAND PENETRATIONS) AND METAL ROOF DECK

TREATED WOODBLOCKING

CONT. BENT PLATE (12GA) METAL DECK FLUTECLOSURE SCREW TO ROOF DECK.FILL WITH EXPANDABLE FOAM INSULATION

METAL FLASHING

SNOW GUARD AND ICE SHIELDMEMBRANE PER BASE REQUIREMENT

1' - 6

"

GRID

REFERENCE TYP. EXTERIORWALL CONSTRUCTION FORWALL MATERIAL ANDDIMENSION

EXTEND EXTERIORSHEATHING AND VAPORBARRIER TO ROOF DECK

3"1"

3"1"

REFERENCE TYP. EXTERIORWALL CONSTRUCTION FORWALL MATERIALS ANDDIMENSIONS

1' - 6"

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

" = 1

'-0"

4/16/2013 8:29:22 AM

TJ K

IM

C. S

PRIN

KLE

TJ K

IM

4/17

/201

3

EP14

A-85

0

A-850

MIS

CEL

LAN

EOU

S D

ETAI

LS4/

17/2

013

TJ K

IM

KC-

46A

FUSE

LAGE

TRA

INER

SCALE: 1" = 1'-0"A7 TYP. EXT WALL CONSTRUCTION

SCALE: 1" = 1'-0"A1 ROOF SECTION AT GABLESCALE: 1" = 1'-0"A4 TYP. WALL SECTION AT GRADE

SCALE: 1" = 1'-0"C1 TYP. SECTION @ SIM HIP ROOF

GRID

CONT. METAL GUTTER

METAL SOFFIT PANEL ON 087F125-33MTL FURRING CHANNELS AND600S125-43 RAFTER AT 2'-8" O.C.MAX

METAL FASCIA OVERTREATED 3/4" CONT.PLYWOOD OVER CONT.STEEL BENT PLATE

312

STANDING SEAM METAL ROOF WITH PURLINS, VAPORBARRIER (REQUIREMENT/LOCATION TO BE CONFIRMED WITHBASE) RIGID ROOF INSULATION, 1/2" EXTERIOR SHEATHINGUNDERLAYMENT (AIR BARRIER - SEAL AND TAPE ALL JOINTSAND PENETRATIONS) AND METAL ROOF DECK

2' - 8" 1' - 3" 6"

TREATED WOODBLOCKING

1' - 4

"

8"1"

CONT. BENT PLATE (12GA) METAL DECK FLUTECLOSURE SCREW TO ROOF DECK.FILL WITH EXPANDABLE FOAM INSULATION

METAL FLASHING

1" 7"

6"

1/2"

CONT. PRE-FINISHED METALTRIMAT EACH END. FINISH TO MATCHMETAL SOFFIT PANEL

CONT. BENT PLATE (16GA)WELD TO METAL DECK FLUTECLOSURE - DO NOT ATTACHTO WALL BELOW

EXPANDABLE JOINT FILLER

REFERENCE TYP.EXTERIOR WALLCONSTRUCTION A7/A-850FOR WALL MATERIALAND DIMENSION

CONT. DRIP

BOTTOMOF SOFFIT

SNOW GUARD AND ICE SHIELDMEMBRANE PER BASE REQUIREMENT

1"3"

EXTEND EXTERIORSHEATHING OVER SLIP JOINTWITH 1" GAP

1'-4" FASCIA DIMENSIONWILL VARY PERINSULATION THICKNESS

BRICK SOLDIER COURSERE: ELEVATION

ROOF INSULATIONTHICKNESS VARIES PERBASE. 4" SHOWN IN THISDETAIL

EXTERIOR BRICK WALL EXTERIOR METAL WALL PANEL


GRID

EDGE OF SOFFIT

2' - 8" 1' - 3" 6"

BOTTOMOF SOFFIT


METAL WALL PANEL PERBASE STANDARD(PROFILED VERTICALPANEL SHOWN)

MAX

4"

GALVANIZED STEEL GIRT.(GUAGE AND SPACING TOBE DETERMINED PERSELECTED METAL PANELAND WIND LOAD)

BOTTOM OFMETAL PANEL

ELEVATION VARIES: REFERTO EXTERIOR ELEVATIONAND WALL SECTION

T.O. STL BEAM

1' - 9

"

SLIP CONNECTION RE:STRUCTURAL DRAWINGCONT. CLIP ANGLECLOSURE - ATTACHED TOSTEEL BEAM ONLY

VARI

ES

1' - 9

"

T.O. STL BEAMT.O. STL BEAM

REFERENCE ADDITIONALNOTES & DIMENSIONSFROM TYP. EXTERIORWALL DETAIL AT A7/A-850

THRU-WALL FLASHING -FASTEN AND SEAL ATMETAL STUD

GRID

1' - 6" OR 1'-1"

1'-9" TYP

2' - 2" AT HIGH BAY

11" OR 6"VAPOR BARRIER

1"3"

1"

10" CAVITY DRAINAGEMATERIAL

WEEP/ VENT 2'-8" O.C.

STAINLESS STEELDRIP SET IN SEALANT

SEALANT W/BACKERROD

COMPRESSIBLE FILLER

LIPPED BRICK BELOWSHELF ANGLE TYP.

3" EXTERIOR SHEATHINGOVERLAP AT SLIP JOINTSTUD CONNECTION

TUBE STEEL ANDSHELF ANGLERE: STRUCT.

MTL STUD SLIPCONNECTION

EXPANDABLE FOAMINSULATION

MIN

1' - 0

"SE

E RC

PFO

R CE

ILING

HEI

GHT2"

5/8" GYPSUM WALLBULKHEAD ON SSMA:362S125-33 METALSTUD ON 16" O.C.

FINISH CEILING - SEEROOM FINISH SCHEDULE

GRID

OR 2'-2"

1' - 9"

2' - 8

"8"

RE: A4/A-850 FORADDITIONAL NOTEAND DIMENSION

BRICK SOLDIER COURSEACCENT BAND PERBUILDING ELEVATION

EXTERIOR VENEERMATERIAL PERBUILDING ELEVATION

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

USAs

indi

cate

d

4/16/2013 8:29:24 AM

TJ K

IM

C. S

PRIN

KLE

TJ K

IM

4/17

/201

3

EP14

A-85

1

A-851

MIS

CEL

LAN

EOU

S D

ETAI

LS4/

17/2

013

TJ K

IM

KC-

46A

FUSE

LAGE

TRA

INER

SCALE: 1" = 1'-0"C1 TYP. SECTION @ GABLED ROOF

SCALE: 1 1/2" = 1'-0"D7 TYP. DETAIL AT MASONRY SHELF ANGLE0 1/2' 1' 1 1/2'

SCALE:1-1/2"-1'

0 1" 2"

SCALE:1"-1'

SCALE: 1" = 1'-0"A7 BULKHEAD DETAIL0 1" 2"

SCALE:1"-1'

SCALE: 1" = 1'-0"A5 TYP. WALL SECTION AT GRADE0 1" 2"

SCALE:1"-1'

RIDGE PLATE -SEE STRUCTURAL

METAL DECK

STANDING SEAM METAL ROOF

CONTINUOUS CAULK EACH SIDE

RIDGE CAP - POP RIVETTO PANEL CLOSURE @4'-0" O.C. MAX.

PANELCLOSURE

RIGIDINSULATION

FASTENERS - MIN.2 PER PANELCLOSURE

TREATED WOOD BLOCKING

ALL PENETRATIONSTHROUGH FLAT PANEL ONLY.

FLEXIBLE FLASHING BYROOFING CONTRACTOR

S.S. BAND CLAMP

VENT OR PIPE

STANDING SEAM METALROOF PANELS

SEALANT BETWEENMETAL ROOF PANELAND FLEXIBLEFLASHING

STANDING SEAM METAL ROOF PANEL

2"

STANDING SEAM METAL ROOFPANEL HOLD-DOWN CLIP

FASTEN HOLD-DOWN CLIP TOROOF PURLIN BELOW

ROOF "Z" PURLIN ATTACHTO ROOF JOIST BELOW

CONTINUOUS CLEAT W/FASTENERS, 2" O.C. MAX.

CONTINUOUSCAULK AT LAPS CENTER RIB - 1" MIN. HEIGHT

VALLEY FLASHING

PANEL CLIPS - TWO ABOVEVALLEY FLASHING

STANDING SEAM METALROOF PANELS

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

USAs

indi

cate

d

4/16/2013 8:29:25 AM

T.J.

KIM

C. S

PRIN

KLE

T.J.

KIM

4/17

/201

3

EP14

A-85

2

A-852

MIS

CEL

LAN

EOU

S D

ETAI

LS4/

17/2

013

T.J.

KIM

KC-

46A

FUSE

LAGE

TRA

INER

SCALE: 3" = 1'-0"E7 RIDGE DETAIL

SCALE: 3" = 1'-0"C7 PLUMBING VENT DETAIL

SCALE: 12" = 1'-0"A7 TYPICAL 2" PANEL CRIMP DETAIL

SCALE: 3" = 1'-0"E4 ROOF VALLEY DETAIL

*

GENERAL NOTES:

AIR DISTRIBUTION DEVICE IDENTIFICATION

AIR FLOW

A

175 CFM

PIPE LINE ABBREVIATIONS

COND

DR

MW

SPEC. TYPE

BALANCING VALVE

MV

AV

MANUAL AIR VENT - SEE SPECIFICATIONS

PRESSURE GAUGE

THERMOMETER

RELIEF, SAFETY OR THERMAL RELIEF VALVE

Y-TYPE STRAINER

SELF CONTAINED PRESSURE

REMOVABLE CAP

REDUCING (REGULATING) VALVE

CONTROL VALVE

BACKFLOW PREVENTION ASSEMBLYBP

PDV

SUCTION DIFFUSER

PUMP DISCHARGE VALVE

GATE VALVE

BUTTERFLY VALVE

CHECK VALVE

3 - WAY VALVE

BALL VALVE

AUTOMATIC AIR VENT ASSEMBLY

BLIND FLANGE

REDUCER (CONCENTRIC)

UNION

PIPE LINE ACCESSORIES

FOR APPROPRIATE VALVE TYPE.

FLEX CONNECTION

TEST CONNECTION

REDUCER (ECCENTRIC)

OUTSIDE SCREW & YOKEOS&Y

WITH EQUIPMENTCOMPONENTS TO BE FURNISHED

PUMP

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

MOTORIZED CONTROL VALVE

COOLING COIL CONDENSATE DRAIN

DRAIN

MAKE-UP WATER (AFTER BACKFLOWPREVENTER)

NOTE: NECK SIZE AS INDICATED ON PLANS

M

ELEMENT SHOWN IN PARENTHESISFINNED TUBE RADIATION. LENGTH OF(3'-0")

VAV- VARIABLE AIR VOLUME TERMINAL BOX

BDBACKDRAFT DAMPER

MANUAL BALANCE DAMPER

CONTROL DAMPER, MOTOR OPERATED

FLEXIBLE DUCT CONNECTION

RECTANGULAR ELBOW W/TURNING VANES

TEE W/TURNING VANES

RISE IN RESPECT TO AIR-FLOW

DROP IN RESPECT TO AIR-FLOW

SQUARE OR RECTANGULAR TOROUND TRANSITION

SUPPLY OR OUTSIDE AIR DUCT SECTION

RETURN OR EXHAUST AIR DUCT SECTION

SQUARE OR RECT. SUPPLY DIFFUSER

THERMOSTAT

HUMIDISTAT

HVAC LEGEND

ACCESS DOOR (AD), ACCESS PANEL (AP)AD

FIRE/SMOKE (F/SD)-SMOKE-DAMPERS: (SD)S

AD

AD

DETAIL/SECTION TITLE

NUMBER = DETAIL DESIGNATORLETTER = SECTION DESIGNATOR

DETAIL

SECTION CUT SYMBOL

SECTIONDESIGNATOR

INDICATES PERSPECTIVEAND LIMITS OF SECTION

A

DETAIL/SECTION CALLOUT SYMBOL

INDICATESLIMITS OFDETAIL/SECTION

ROUND FLEXIBLE DUCT(5'-0" MAX LENGTH)

AD

INDICATES PERSPECTIVEOF DETAIL/SECTION

CARBON DIOXIDE MONITOR

24x1224x12 FO

12"ØAFFAHU

BOD

DNEL

ELLEAEGERF

FCUFFFO

FOBFOT

HWP

HHWSHHWR

LRECTANGULAR DUCT DIMENSION (INCHES)FLAT OVAL DUCT DIMENSION (INCHES)ROUND DUCT DIMENSIONABOVE FINISHED FLOORAIR HANDLING UNITBOTTOM OF DUCT

DOWNELEVATIONELBOWEXHAUST AIREXHAUST GRILLEEXHAUST REGISTERFANFAN COIL UNITFLAT FACEDFLAT OVALFLAT ON BOTTOMFLAT ON TOP

HOT WATER PUMP

HEATING HOT WATER SUPPLYHEATING HOT WATER RETURN

LOUVER

M-003A

M-001

DETAIL/SECTIONDESIGNATOR

DRAWING WHEREDETAIL/SECTION IS TAKEN

DRAWING WHERESECTION IS DRAWN

DRAWING WHEREDETAIL/SECTION ISDRAWN

MANCNOOAOBPB

PSIAPSIGRARG

SCHSASR

TOCTODTOSUH

VAVV

MIXED AIRNORMALLY CLOSED (FAIL POSITION)NORMALLY OPEN (FAIL POSITION)OUTSIDE AIROPPOSED BLADEPARALLEL BLADEPOUNDS PER SQUARE INCH ABSOLUTEPOUNDS PER SQUARE INCH GAUGERETURN AIRREFRIGERAT HOT GAS DISCHARGESCHEDULESUPPLY AIRSUPPLY REGISTERTOP OF CONCRETETOP OF DUCTTOP OF STEELUNIT HEATER

VARIABLE AIR VOLUMEVENT

MECHANICAL ABBREVIATIONS

MANBARS

RECTANGULAR RADIUS ELBOW

RETURN AIR DIFFUSER

EXHAUST AIR DIFFUSER

LINEAR SLOT SUPPLY DIFFUSER

METERM

LEGEND IS GENERAL IN NATURE AND MAY INDICATE MORE INFORMATION THAN IS APPLICABLE TO PROJECT. SEE PLANS FORSPECIFIC SYMBOLS AND ABBREVIATIONS.

PROVIDE ALL MATERIALS, VALVES, HANGERS, ETC. AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALLCOMPLETE AND OPERABLE MECHANICAL SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED, AND AS REQUIRED BYCODE.

INSTALL ALL MECHANICAL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURERSRECOMMENDATIONS, CONTRACT DOCUMENTS, AND APPLICABLE CODES AND REGULATIONS.

COORDINATE CONSTRUCTION OF ALL MECHANICAL WORK WITH STRUCTURAL, CIVIL, ELECTRICAL WORK, ETC., SHOWN ONOTHER CONTRACT DOCUMENT DRAWINGS.

MAINTAIN A MINIMUM OF 6'-8" CLEARANCE TO UNDERSIDE OF PIPES, CONDUITS, ETC., THROUGHOUT ACCESS ROUTES ANDIN MECHANICAL ROOMS.

LOCATE ALL MECHANICAL EQUIPMENT FOR UNOBSTRUCTED ACCESS TO UNIT ACCESS PANELS, CONTROLS, AND VALVING.

VERIFY DIMENSIONS AND CONNECTION SIZE WITH FURNISHED EQUIPMENT.

ALL ELEVATIONS ARE ABOVE FINISHED FLOOR TO BOTTOM OF DUCT, PIPE, OR PIPE INSULATION UNLESS NOTEDOTHERWISE.

DUCT DIMENSIONS INDICATED REFER TO SHEET METAL DIMENSIONS. SHEET METAL SIZE SHALL BE AIR OPENINGDIMENSION PLUS THE THICKNESS OF ACOUSTICAL LINER WHERE LINER IS INSTALLED. WHERE LINER IS NOT INSTALLED,AIR OPENING SIZE AND SHEET METAL SIZE SHALL BE THE SAME.

DUCT STATIC PRESSURE CLASSIFICATION: UNLESS OTHERWISE INDICATED, CONSTRUCT DUCTS ON THE DISCHARGE SIDEOF FANS AND VAV BOXES TO HAVE 1.0 IN. W.C. POSITIVE PRESSURE AND DUCTS ON THE INLET SIDE OF EQUIPMENT TO HAVE1.0 IN. W.C. NEGATIVE PRESSURE CLASSIFICATIONS. DUCTS ON OUTLET SIDE OF AHU'S SHALL HAVE 3.0 INCH POSITIVEPRESSURE CLASS DUCT.

LOCATE TRANSFER AIR DUCTS AND OPENINGS 24" ABOVE HIGHEST CEILING ELEVATION UNLESS OTHERWISE NOTED.

COORDINATE ALL WALL AND ROOF PENETRATIONS WITH STRUCTURAL AND ARCHITECTURAL PLANS.

INSTALL TEMPERATURE CONTROLS AT 48" ABOVE FINISHED FLOOR AND COORDINATE WITH OTHER DEVICES LOCATED ONWALLS. COORDINATE WITH ARCHITECTURAL WALL FINISHES.

PROVIDE STRUCTURAL EQUIPMENT PADS IN ACCORDANCE WITH DETAIL IN STRUCTURAL DRAWINGS.

EMERGENCY SHUT-OFF SWITCH

M MOTOR

CUH CABINET UNIT HEATER

HWB HOT WATER BOILER

ESS

H

T

CO2

DEFINITIVE DESIGN NOTES:

1.

2.

REDUNDANT SYSTEMS FOR HEATING AND COOLING THE BUILDING ARE NOT REQUIRED.

MULTIPLE SYSTEMS ARE USED FOR COMPUTER ROOMS AND COMM EQUIPMENT ROOMS THAT HAVE A HEAT LOAD OF OVER 5TONS, BUT ARE NOT REDUNDANT.

ASSUMPTIONS:

1.

2.

3.

4.

5.

REFER TO THE DESIGN ANALYSIS FOR APPLICABLE STANDARDS AND CODES USED IN THE DEVELOPMENT OF THIS DEFINITIVEDESIGN.

THE DEFINITIVE MECHANICAL DESIGN IS BASED UPON A VARIABLE AIR VOLUME AIR SIDE SYSTEM FOR THE BUILDING WITHCOOLING PROVIDED BY CONDENSING UNITS AND HEATING FROM HOT WATER BOILERS. MECHANICAL DESIGNER SHALL BASEFINAL SYSTEM DETERMINATION ON RESULTS OF A LIFE CYCLE COST ANALYSIS.

ESTIMATED LOADS HAVE BEEN USED FOR THE COMM ROOM EQUIPMENT. ACTUAL LOADS FROM THE EQUIPMENT PROVIDERARE TO BE SUBSTITUTED.

GEOGRAPHICAL LOCATION, SCHEDULE OF BUILDING OPERATIONS, UTILITY RATES AND FINAL OCCUPANCY ARE UNKNOWN. THESYSTEMS DEPICTED ARE BASED ON AN ASSUMED POPULATION AND USE PRELIMINARY HEATING AND COOLING EQUIPMENTLOADS FROM CLIMATE ZONE 7.

POTENTIAL MECHANICAL SYSTEMS FOR CONSIDERATION IN LIFE CYCLE COST ANALYSIS:a. VARIABLE AIR VOLUME (VAV)

i. ENERGY RECOVERYii. DEMAND CONTROL VENTILATION

b. DEDICATED OUTDOOR AIR (DOAS)c. GROUND SOURCE HEAT PUMPSd. CHILLED WATER (AIR COOLED CHILLERS)e. HOT WATER HEATINGf. ELECTRIC HEATg. ECONOMIZER (AIR SIDE AND WATER SIDE)

BASIS OF DESIGN:

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


12"

= 1

'-0"

4/15/2013 12:07:41 PM

T. K

ARR

E

K. H

IMES

J. B

UR

GER

4/17

/201

3

EP14

M-0

01

M-001

MEC

HAN

ICAL

LEG

END

AN

DAB

BREV

IATI

ON

S4/

17/2

013

T. K

ARR

E

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

REF

.(N

IC)

UP

UP

1 2 3 4 5 6 7

G

F

E

D

C

B

A

FUSELAGETRAINER

113

CU-2

CU-1

CU-3

CRU-1

HWB-1HWB-2

CHEMTREAT

HWS EXPTANK

DWH-1

DDC PANEL

UH-2UH-1

T

UH-4

T

VAV-4

30"ø SA 26"ø SA 20"ø SA36"ø SA

31' - 6" BOD EL

22"ø SA20"ø SA

EF-1

VAV-5

VAV-1

VAV-3

VAV-2

96x72RETURNGRILLE

RA

SA

RA

SA

SASA

EA

RA

EA

ESS

2

72x32RELIEFLOUVER

UH-6

20"ø SA25' - 10" BOD EL

1

UH-3

96x72INTAKELOUVER

FIRE PUMP ROOM114

84x24INTAKELOUVER

3

M

36x12INTAKELOUVER

3

M

ERU-1

BRIEF106

CLASSROOM100

VEST101BREAK ROOM

103

BRIEF104

COMM111

MECH109

JAN107

WOMEN'S TOILET108

ELEC112

MEN'S TOILET105

CORR102

UH-5

GLYCOLHWP-4

AHU-1

HWP-2HWP-1

CUH-1

M

5 TYPICAL

T

T

T

TT

T

T

T

TO AHU-2

7

HWP-3

AHU-2

30"x30" RA

M

M

36x24EXHAUSTLOUVER

4

24"x16" EA

10"x12" EA

10"x12" EA

18"x18" SA

EF-2

12"x12" EA18' - 0" BOD EL

12"x12" EA26' - 0" BOD EL

24x24INTAKELOUVER

M

CO2

CO2

CO2

3

3

CO2

CO2

84x32RELIEFLOUVER

6

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


1/8

" = 1

'-0"

4/15/2013 12:07:45 PM

T. K

ARR

E

K. H

IMES

J. B

UR

GER

4/17

/201

3

M-101

MEC

HAN

ICAL

HVA

C P

LAN

4/17

/201

3T.

KAR

RE

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

1 FIRST FLOOR HVAC PLAN0 4' 8' 16'

SCALE:1/8"=1'

N

NOTES:1. SEE DRAWING M-001 FOR GENERAL NOTES,

LEGEND AND ABBREVIATIONS.

2. SEE DEFINITIVE DESIGN NOTES ON M-001 FORDESIGNER INSTRUCTIONS AND NOTES FORHOW TO USE THIS DRAWING.

3. INDIVIDUAL ROOM AIRFLOWS TO BEDETERMINED AFTER SITE SELECTION.DUCTWORK SIZES SHOWN ARE PRELIMINARY.

KEYED NOTES:COORDINATE SUPPLY DUCT CONNECTION TOFUSELAGE WITH EQUIPMENT PROVIDED.

HVAC EMEGENCY SHUTDOWN SWITCH.

BLANK OFF UNUSED LOUVER WITH INSULATEDMETAL PANEL.

CONNECT 24"x24" SECTION OF LOUVER TO DUCTFROM EF-1. CONNECT 12"x24" SECTION OF LOUVERTO DUCT FROM ERU-1.

SUPPLY AIR REGISTER ANGLED DOWNWARD.

CONNECT 24"x32" SECTION OF LOUVER TOEXHAUST DUCT FROM EF-2. 48"x32" SECTION OFLOUVER SHALL BE CONNECTED TO RELIEFDAMPER. SEE DETAIL A6 ON SHEET M-502 FORRELIEF LOUVER WITH BOOT.

CONNECT 72"x32" SECTION OF LOUVER TO RELIEFDAMPER. SEE DETAIL A6 ON SHEET M-502 FORRELIEF LOUVER WITH BOOT.

1

2

3

4

5

6

7

STRAP HANGERS TRAPEZE HANGERS

60" MAX.

1" MIN.

REINFORCEMENT MAY BE USED FOR ATTACHMENTIF IT QUALIFIES FOR BOTH DUTIESONE HALF-ROUND MAY BE USED

IF DUCT SHAPE IS MAINTAINED.

24" DIA. MAX.50" DIA. MAX.

10" DIA. MAX.

LOAD RATEDFASTENERS

DO NOT EXCEED ALLOWABLE LOAD LIMITS

STRAP

ROD

ANGLES

STRAP ORANGLE

ROD

ALTERNATE LOCATION(VERIFY UPPERTRAPEZE LOAD CAPACITY)

SCREWS

SCREWS MAYBE OMITTEDIF HANGER LOOPS

HANGERSTRAPS

BAND

HANGER RODS,WIRES OR STRAPS

SECUREWIRE

BAND OF SAME SIZEAS HANGER STRAP

SIZE BOLT(S)FOR LOAD

NUTS

UNLESS FOOT OF STRAPIS PLACED UNDER ABOTTOM REINFORCEMANT

HANGERSMUST NOTDEFORM DUCTSHAPE

NOTE:

RECTANGULAR TRANSITION RECTANGULAR TO ROUNDTRANSITION

TURNING VANES DETAIL

1" 1"

1"1"

2" R

1" R

ROUND 90 ELBOW SQUARE 90 ELBOW

W

W

W

W

1.

TURNING VANES

MAX. SLOPE 1" IN 4"

ROUND DUCT

RECTANGULAR DUCTMAX. SLOPE1" IN 4"

1.5 x W

USE THIS DESIGN WHERE SQUARE 90°ELBOWSARE SHOWN ON DRAWINGS OR IF SPACE DOESNOT PERMIT ROUND 90° ELBOWS.

CEILING TO SIDEWALL TRANSFER SIDEWALL TRANSFER

CEILING TO CEILING TRANSFER

NON-FIRE RATED WALL

GRILLENON-FIRE RATED WALL

GRILLE

TRANSFER DUCT(LINED AS NOTED)

CEILING

GRILLEGRILLECEILING

GRILLE

CEILING

TRANSFER DUCT(LINED AS NOTED)

TRANSFER DUCT(LINED AS NOTED) NON-FIRE RATED

WALL (TYP.) TRANSFER DUCT(LINED)

NON-FIRERATED WALL

PLENUM TRANSFER

C

B

D

C D

B

A

B

A C D

DDIMENSION IS EQUAL TO

DIMENSIONS, SEE PLANS FOR SIZES

(MAX)30°

AIRFLOW

15° (RECOMMENDED)

AIRFLOW

AIRFLOWAIRFLOW

TURNING VANES @ 45° (TYP.)

TURNING VANES @ 45° (TYP.)

C +

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

2" =

1'-0

"

4/15/2013 3:32:14 PM

T. K

ARR

E

K. H

IMES

J. B

UR

GER

4/17

/201

3

EP14

M-5

01

M-501

MEC

HAN

ICAL

DET

AILS

4/17

/201

3T.

KAR

RE

KC-

46A

FUSE

LAGE

TRA

INER

SCALE: NTSD1 LOWER DUCT HANGAR ATTACHMENTS

SCALE: NTSD6 LOW VELOCITY DUCT LAYOUT

SCALE: NTSA5 TRANSFER DUCTWORK - NON FIRE RATED

SCALE: NTSA1 LOW PRESSURE "TEE" DUCT FITTING

SECURE RETAINING ANGLETO WALL SLEEVE WITH 1/2"LONG WELDS @ 8" O.C.

HINGED ACCESS DOORWITH LOCK HASP INBOTTOM OF DUCT

9 GAUGE STEEL WALL SLEEVE

BREAKAWAY SLIP JOINT (TYP.)

1-1/2" x 1-1/2" x 1/4" PERIMETERRETAINING ANGLE. SECUREANGLES @ 3" O.C. ANGLESMUST LAP STRUCTURALOPENING 1" MINIMUM

SECURE AREA NON-SECURE AREA

SECURITY MANBARS

NOTES:A = 20° MAX.

J = 45°

W

L

L = 1/4" W, 4" MIN.

AIRFLOW

J

A

RECTANGULAR DUCT,SEE PLAN FOR SIZE.

TAKEOFF ON BOTH SIDES OR SINGLE SIDE AS REQUIRED BYPLANS.

SEE SMACNA MANUAL FOR TAP-IN DETAILS.

WHEN FITTING HAS ONLY ONE SIDE SLOPED FOR A SINGLE SIDETAKE-OFF, THE TAP-IN SHALL BE INSTALLED IN SLOPED SIDE.CLINCH LOCK CONNECTION TO DUCT SHALL HAVE CORNERSEALS. (SEE SMACNA MANUAL).

EXTRACTORS, SCOOPS, DEFLECTORS OR DAMPERS THATPROTRUDE INTO THE MAIN DUCT SHALL NOT BE USED.BALANCING DAMPERS SHALL BE LOCATED TO PREVENTPROTRUSION INTO THE MAIN DUCT AND TO PROVIDE STABLE AIRFLOW AND MINIMAL NOISE WHEN ADJUSTED.

1.

2.

3.

4.

5.

BRANCH DUCT,SEE PLAN FORSIZE.

LOUVER

EXTERIORWALL

SLOPE DUCTWORK CONNECTEDTO LOUVER TOWARDS THEBUILDING EXTERIOR

NOTES:

o

AIR FLOW

45

4.

3.

2.

1.

SEE PLANS FORRECTANGULAR DUCT SIZE

RECTANGULAR TAP-IN(NOTE 2 AND 4)BALANCING DAMPER WITHLOCKING QUADRANT.

SEE NOTE 1, SEE PLANSFOR FLEX DUCT SIZE - MAX 5'-0"

DUCT TRANSITION

TAKEOFF ON BOTH SIDES OR SINGLE SIDE AS REQUIRED BY PLANS.

TAP-IN MAY BE RECTANGULAR OR ROUND. SEE SMACNA MANUAL FOR DETAILS.

WHEN FITTING HAS ONLY ONE SIDE SLOPED FOR A SINGLE SIDE TAKE-OFF, THE TAP-INSHALL BE INSTALLED IN SLOPED SIDE.

CLINCH LOCK CONNECTION TO DUCT SHALL HAVE CORNER SEALS (SEE SMACNA MANUAL).

SPIN-IN FITTING OR 45° BOOTAS INDICATED WITH DAMPER

SUPPLY DUCT

FLEX DUCT(MAX LENGTH = 5 FEET)

DIFFUSER DAMPER SECTION

T-BAR

CEILINGSUPPLY DIFFUSER

90° SHEETMETALELBOW

DRAW BAND

DUCT

1-1/2" POCKET SLIP

1-1/2" MIN. TO 3"MAX. INSTALLED.6" NOMINAL WITHMATERIAL TAUT.

WASHER

1" FLANGE AND HEM

FLEXIBLE MATERIALAS SPECIFIED

1" x 1/8"BAND IRON

BOLT ON 4" CENTERS

ALTERNATEPOSITION OF BOLT

FLANGEDCONNECTIONOF FAN SIDE

SHEET METAL ASSPECIFIED FORDUCTWORK

SHEET METAL ASSPECIFIED FOR DUCTWORK

LOUVER

EXTERIORWALL

SLOPE RELIEF BOOT TOWARDSTHE BUILDING EXTERIOR

29/32"24"

BOOT SHALL BE CLOSEDON BOTTOM AND THREESIDES, OPEN ON TOP.INSULATE WITH BOARDINSULATION.

MOTORIZEDDAMPER

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

2" =

1'-0

"

4/15/2013 3:32:18 PM

T. K

ARR

E

K. H

IMES

J. B

UR

GER

4/17

/201

3

EP14

M-5

02

M-502

MEC

HAN

ICAL

DET

AILS

4/17

/201

3T.

KAR

RE

KC-

46A

FUSE

LAGE

TRA

INER

SCALE: NTSE1 DUCT PENETRATION AT SECURE WALL

SCALE: NTSA1 BRANCH DUCT TAKE-OFF

SCALE: NTSA3

DUCTWORK CONNECTED TO EXTERIORLOUVER

SCALE: NTSC7 DIFFUSER TAKE-OFF

SCALE: NTSC3 FLEXIBLE DUCT AT DIFFUSER

SCALE: NTSE5 RECTANGULAR FLEXIBLE CONNECTION

SCALE: NTSA6

DUCTWORK CONNECTED TO EXTERIORLOUVER

PITCH 1/8"/FT TYPE"M" COPPER (TYP)

UNIT DRAIN PAN

INTERNAL OPERATING NEGATIVE

STATIC PRESSURE("WG)

2" MIN. SIZE, SLOPETO EQUIP. DRAIN

1. DIMENSION EQUAL TO MAXIMUM FAN INLET PRESSURE (INCH WC) +1" MIN

2. DIMENSION EQUAL TO /2 (MIN.)

3. INCREASE PAD THICKNESS AS REQUIRED TO ACHIEVE REQUIRED TRAP DEPTH (4" MINIMUM)

A

B

C

A

NOTES :

DRAW THRU UNIT

RETURN BEND(CLOSED)

FAN INLETPRESSURE(NEGATIVE)

HAND-TIGHTCLEANOUT PLUG

NPT DRAIN CONNECTION ADAPTER

AHU CABINET WALL

A

BC

PIPE

ESCUTCHEON

INTERIOR SIDE OFEXTERIOR WALL

PIPE SLEEVE

BACKUP MATERIAL

SEALANT

INSULATION

INSU

LATE

D P

IPE

NO

N IN

SULA

TED

PIP

E

3/8"

CENTER OF PIPE

*

*

COIL

NOTE TO DESIGNER:1.

2.

MV

TYPE OF ISOLATION VALVEDEPENDS ON LINE SIZE.REFER TO SPECIFICATION

HWR

HWS

PRESSURE GAGE TAP W/CAP & PET COCK (TYP.)

3/4" DRAIN VALVE WITHHOSE CONNECTION

MANUAL FLOW CONTROLBALANCING VALVE (TYP.)

2 WAY CONTROL VALVE

MANUAL AIR VENT

CONTROL VALVE SHOWN WITH MOTOROPERATOR. MAY BE A DIAPHRAM ORSOLENOID OPERATOR

BALANCING VALVE CAN BE ELIMINATEDIF PRESSURE INDEPENDENT CONTROLVALVE IS SPECIFIED

* STRAIGHT LENGTHS OF UNOBSTRUCTED PIPE WITHOUT INLINE APPURTENANCES SHALL BE INSTALLED UP AND DOWNSTREAM OF FLOW CONTROL BALANCING VALVES PER MFGR. INSTALLATION INSTRUCTIONS.

NOTES:

WELDED PIPINGELEVATION

THREADED PIPINGELEVATION

TYP. WATER PIPINGTYP. WATER PIPING

3/4" GATE VALVE

REDUCER, IF REQUIRED

ADAPTER TO 3/4" HOSETHREAD, PROVIDE HOSECAP NUT

3/4" GATE VALVE

DRAIN ALL LOW POINTS AS INDICATED BELOW.

WHERE DIRT LEGS ARE SHOWN ON PIPE RISERDIAGRAMS AND/OR PLANS LOCATE DRAIN ATBOTTOM OF DIRT LEG.

1.

2.

ADAPTER TO 3/4" HOSETHREAD, PROVIDEHOSE CAP NUT

HANGER ROD

LOCKING NUT

SUPPORT NUT

INSULATION

PIPE

HEAVY DUTYCLEVIS HANGER

14 GAUGE HIELD 18" LONGTO PROTECT INSULATION

12"

FD

3/4"

AUTOMATICAIR VENT

REDUCER FULL LINE SIZEPOCKET OR 4"DIA. MAX.

1/4" COPPERTUBING

DESIGNATIONON FLOWDIAGRAM

PULSATION DAMPER

1/2" - 3000LB. NEEDLE VALVE

3/4" - 3000LB. THREAD-O-LET

PRESSURE GAUGE

1/2" x 1/4" REDUCING BUSHING

3/4" x 1/2" REDUCING BUSHING

CHARGING VALVE

LIQUID PIPING

SUCTION PIPING

FILTER-DRIER

SIGHT GLASS

PROVIDE OIL TRAPINSTALL SENSING BULB45` ABOVE BOTTOM OFPIPING, AS CLOSE TOCOIL AS POSSIBLE

CONDENSATE DRAIN

NOTES:

1. CONTRACTOR IS RESPONSIBLE FOR COORDINATINGREFRIGERANT LIQUID AND SUCTION PIPING, SIZES, ROUTING,AND ALL ACCESSORIES WITH EQUIPMENT MANUFACTURER.MAINTAIN UNIFORM SLOPE TO PREVENT OIL FROM POOLING INLOW POINTS IN THE REFRIGERANT PIPING SYSTEM.

EVAPORATOR COIL

ISOLATION VALVE (TYP.)

EXPANSION VALVEEQUALIZATION LINE

AIR COOLEDCONDENSING UNIT

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

2" =

1'-0

"

4/15/2013 3:32:22 PM

T. K

ARR

E

K. H

IMES

J. B

UR

GER

4/17

/201

3

EP14

M-5

03

M-503

MEC

HAN

ICAL

DET

AILS

4/17

/201

3T.

KAR

RE

KC-

46A

FUSE

LAGE

TRA

INER

SCALE: NTSD7 HVAC CONDENSATE TRAP DETAIL

SCALE: NTSC4

PIPE PENETRATION THROUGH EXTERIORWALL

SCALE: NTSE4 HOT WATER SINGLE COIL W/ 2-WAY VALVESCALE: NTSE1 DRAIN VALVE CONNECTION

SCALE: NTSA4 PIPE HANGER - CLEVIS TYPESCALE: NTSA1 AUTOMATIC AIR VENT

SCALE: NTSC1 PRESSURE GAUGE

SCALE: NTSA7 DX SPLIT SYSTEM PIPING

AV

AV NOTES:

SEE NOTE 7

2-WAY PRESSUREINDEPENDENT CONTROLVALVE.

BALANCING VALVE (TYP.)(SEE NOTE 4)

3/4" HOSE GATE CHS & CHRDRAINS & FLUSHING CONNECTIONS

ROUTE TO DRAIN

FLANGED OR UNIONJOINT (TYP.)

TEST CONNECTION FOR TESTING WITH PRESSURE GAUGES & THERMOMETER (TYP.)

MULTIPLE COILBANK

EXTEND AIR VENTS AND WATERDRAINS TO OUTSIDE OF CASINGAND PROVIDE SHUT-OFF VALVES.SEE NOTE 2 (TYP.)

CHILLEDWATERRETURN

CHILLEDWATERSUPPLY

PROVIDE CONDENSATE DRAINLINE FROM BOTH SIDES OF PANWHERE TWO EQUIP. DRAINSARE FURNISHED (SEE HVACCONDENSATE TRAP DETAIL)

SEE NOTES1 & 3 (TYP.)

SEE NOTE 5(TYP.)

ALL COOLING COILS SHALL BE PIPED FOR COUNTERFLOW ARRANGEMENT. (CHILLED WATER ENTERSNEAREST COIL FACE WHERE COLD AIR LEAVES.)

ALL COIL DRAIN AND VENT CONNECTIONS TO BEINSTALLED THROUGH HVAC UNIT CASING TO PERMITCOMPLETE DRAINAGE AND VENTING OF COILS FROMOUTSIDE OF UNIT.

LOCATE VALVES & FLANGES SO THAT PIPING CAN BEDISCONNECTED AND COILS WITHDRAWN IN COILREMOVAL SPACE.

COIL BANKS WITH A SINGLE COIL DO NOT REQUIREINDIVIDUAL COIL BALANCING VALVE.

INDIVIDUAL LINES TO EACH COIL SHALL BE SAME SIZE.

CONDENSATE DRAIN PIPING SIZE SHALL BE EQUAL TOTHE DRAIN PAN CONNECTION SIZE AND HAVE LOOP SEALTRAPS AS INDICATED.

TYPE OF ISOLATION VALVE DEPENDS ON LINE SIZE. REFERTO SPECIFICATIONS.

1.

2.

3.

4.

5.

6.

7.

AIR

FLOW

AIR

FLOW

STRAINER

3/16TYP. WELDTHRU OUT

6" MAX. SPACING EACH WAY

5 OZ. RIVETS 4"-O.C. MAX. SPACINGAROUND FRAME TO FASTEN TO SLEEVE

7 x 28 (1/4" x 1 1/2") FLAT BARWELDED FRAME

PROVIDE 1/2" CONCRETE ANCHORSAT EACH CORNER

1/2" DIA. RE-BARS TYP.

1.

2.

3.

4.

5.

NOTES:

1/2"DIAMETERREBARS(TYP)

6" MAX. ON ALLSIDES(EXCEPT ATLOUVERS)

15/32"

RECT

ANGU

LAR

DUCT

CON

NECT

IONS

STEEL RETAINING ANGLES:MINIMUM 1 1/2" x 1 1/2" x 1/4". RETAINING ANGLESMUST LAP STRUCTURAL OPENING 1"MINIMUM AND COVER CORNERS OF OPENINGS.

CLEARANCE, MANBAR SLEEVE TO WALL OPENING:1/4" MAXIMUM

STEEL SLEEVE:SLEEVE GAUGE SHALL BE MINIMUM 9 GAUGE.

SECURE RETAINING ANGLES TO SLEEVE ON 6"CENTER WITH:1/2" LONG WELDS, 1/4" BOLTS AND NUTS, NO. 10STEEL SCREWS OR MINIMUM 3/16" STEEL RIVETS,MINIMUM TWO CONNECTIONS IN EACH SIDE.

PROVIDE DUCT ACCESS DOOR ON SECURE SIDEOF MANBARS.

1/4" x 1-1/2"FLAT BARWELDEDFRAME

FIRE DAMPEROR LOUVER(PROVIDEWHERESHOWN ONPLANS)

SLEEVE(SEE NOTES 2 & 3)

SEE NOTES 1 & 4

3/32

"

1/4" MAX.CLEARANCE(SEE NOTE 2)

1" MIN.OVERLAP(ALL SIDES)

1/4"

ROOF CURB, COORDINATEW/EQUIPMENT FURNISHEDSEE ARCHITECTURAL DWGSFOR ROOF CURB DETAILS

ROOF HOOD

DUCT

APPROX. 10"APPR

OX.

15"

TWIST OFFPRESSURE CAP

3 1/2" MIN.OPENING

5 GAL. MIN.CAPACITY

3/4" TO PUMP SUCTION

3/4" BALL VALVE

PLUGGED CROSSES (TYP.)

3/4" TO PUMP DISCHARGE

3/4" BALL VALVE

1/2" HOSE BIB

4" THICK CONCRETEPAD 16" x 16"

HANGER ROD

FLEXCONNECTION

VIBRATIONISOLATOR

FLEXCONNECTION

MOUNTINGBRACKET ORCHANNEL

HEAT PUMPOR FAN

SEISMIC CABLEBRACING, NOTE 1

NOTES:1. SEISMIC CABLE BRACING SHALL BE ATTACHED TO

EACH CORNER OF EQUIPMENT PER UFC4-010-01REQUIREMENTS.

DUCT

DUCT

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

2" =

1'-0

"

4/15/2013 3:32:26 PM

T. K

ARR

E

K. H

IMES

J. B

UR

GER

4/17

/201

3

EP14

M-5

04

M-504

MEC

HAN

ICAL

DET

AILS

4/17

/201

3T.

KAR

RE

KC-

46A

FUSE

LAGE

TRA

INER

SCALE: NTSC1

CHILLED WATER MULTIPLE COIL BANK WITH2-WAY VALVE

SCALE: NTSC7

DETAIL OF SECURITY MANBARS ANDFRAME

SCALE: NTSA1

TYPICAL SECURITY MANBAR SLEEVEASSEMBLY DETAIL

SCALE: NTSE7 INTAKE OR EXHAUST ROOF HOOD

SCALE: NTSA4 SHOT FEEDER

SCALE: NTSA7 HEAT PUMP OR INLINE FAN

INSTALL PUMP DEAD LEVEL.

PUMP SHALL NOT TOUCH OR REST ON ANY PART OF BUILDING STRUCTURE.

4.

3.

2.

1.

INSTALLATION NOTES:

UNION TYPE PIPE CONNECTION.PIPE SO PUMP CAN BE REMOVEDFOR SERVICE.

IN-LINE PUMP

INSTALL PUMP SO THAT IT CAN BE REMOVED WITHOUT DISMANTLINGOR FORCING ADJACENT PIPE.

BEFORE START-UP, LUBRICATE PUMP IN ACCORDANCE WITHMANUFACTURERS INSTRUCTIONS. (DO NOT RUN PUMP DRY.)

PRESSUREGAUGE

HOSE GATEDRAIN VALVE

1/4" COCK (TYP.)

CHECK VALVE

BUTTERFLY VALVE (TYP.)

PIPE STAND

NEOPRENE ISOLATION PAD

SUCTIONDIFFUSER

FLOOR

DP

NOTE 2NOTE 1

H

C

TRANSITION TO REQUIRED DUCTSIZE INDICATED ON DRAWINGS.

REHEAT COIL IF INDICATEDON SCHEDULE ANDDRAWINGS

VARIABLE AIR VOLUME DAMPER

UNIT CONNECTION SIZE ASINDICATED BY SCHEDULEAND DRAWINGS

AIR FLOW

PRIMARY AIR DUCT

FACTORY SOUNDATTENUATEDVARIABLE AIR VOLUME BOX

AIR FLOW

INLET DUCT TO BE UNIT CONNECTION SIZE WITH A MINIMUMOF 2 FEET LENGTH OF STRAIGHT DUCT.BRANCH CONNECTING DUCT TO BE 2 SIZES LARGER THANUNIT CONNECTION.NO FLEXIBLE DUCTWORK ON UNIT INLET OR BRANCHCONNECTING DUCT IS ALLOWED.

1.

2.

3.

NOTES :

FINISHED FLOOR

*

* STRAIGHT LENGTHS OF UNOBSTRUCTED PIPE WITHOUT INLINE APPURTENANCES SHALL BE INSTALLED UP/DOWNSTREAM OF FLOW CONTROL BALANCING VALVE PER MFGR'S INSTALLATION INSTRUCTIONS

*

MANUAL FLOW CONTROLBALANCING VALVE (NOTREQUIRED FOR PUMPS WITH VFD)

MIN. 8 PIPE DIAMETERS

VIBRATION ISOLATOR (TYP.)

CHECK VALVE

PUMP

MOTOR

BASE

PUMP BASE ON ALL SIDES.

COUPLING GUARD GROUT INPUMP BASE WHEN REQ'D BYMFGR'S INSTALLATION INSTRUCTIONS

COMPOUNDPRESSURE GAUGE

GLOBE OR NEEDLEVALVE (TYP.)1/4"

SUCTION DIFFUSER

SUPPORT

GROUT

FLOORFLANGE

3/4" DRAIN VALVE W/HOSE CONNECTION

STRAINERPULL SPACE

ANCHOR PUMP TO 4" THICK CONCRETEPAD. PAD IS MIN. 3" LARGER THAN

STEEL RETAINING ANGLES:MINIMUM 1 1/2 " X 1 1/2 " X 0.054"(16GA.). RETAINING ANGLESMUST LAP STRUCTURAL OPENING 1" MINIMUM AND COVER CORNERSOF OPENINGS.

CLEARANCE, DAMPER SLEEVE TO WALL OPENING: 1/8 " PER LINEAR FOOT, 1/4 " MINIMUM.

STEEL SLEEVE:SLEEVE GAUGE SHALL BE AT LEAST EQUAL TO GAUGE OFTHE CONNECTING DUCT WHEN USING BREAKAWAY CONNECTIONS(PLAIN "S" SLIP, HEMMED "S" SLIP, STANDING "S" SLIP, REINFORCED,STANDING "S" SLIP, INSIDE SLIP JOINT, OR DOUBLE "S" SLIP)FOR RIGID CONNECTIONS, SLEEVE SHALL BE MINIMUM 16 GAUGEFOR DAMPERS UP TO 36"W X 24"H OR 24" DIA. AND 14 GAUGE

1.

2.

3.

4.

FOR DAMPER OVER 36"W, 24"H OR 24" DIA.

SECURE RETAINING ANGLES TO SLEEVE, DAMPER TO SLEEVEAND MULTIPLE DAMPERS ON 8" CENTER WITH:1/2 " LONG WELDS, 1/4 " BOLTS AND NUTS, NO.10 STEEL SCREWSOR MINIMUM 3/16 " STEEL RIVETS, MINIMUM TWO CONNECTIONS INEACH SIDE.

5.

NOTES:

DU

CT

CO

NN

ECTI

ON

S

RE C

TAN

GU

LAR

RE C

TAN

GU

LAR

RO

UN

D O

R R

E CTA

NG

ULA

R

SEE

NO

T E 4

SEE NOTE 4

SEE NOTES 1 & 4

SLEEVE (SEE NOTE 3)

CURTAIN TYPE FIREDAMPER (WITH CLOSURESPRING AND BLADE LOCKFOR HORIZONTALINSTALLATION)

SLEEVE (SEENOTES 2 AND 3)

1" MIN OVERLAP(ALL SIDES)

1/4" MIN. CLEARANCE(SEE NOTE 2)

6" MAX. ONALL SIDES

THIS DETAIL SHOWN FOR REFERENCE ONLY, FIRE DAMPERMANUFACTURE'S INSTALLATION DETAILS AND INSTRUCTIONSAS TESTED AND APPROVED BY U.L. MUST BE USED IN LIEU OFTHIS DETAIL WHERE APPLICABLE.

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

2" =

1'-0

"

4/15/2013 3:32:45 PM

T. K

ARR

E

K. H

IMES

J. B

UR

GER

4/17

/201

3

EP14

M-5

05

M-505

MEC

HAN

ICAL

DET

AILS

4/17

/201

3T.

KAR

RE

KC-

46A

FUSE

LAGE

TRA

INER

SCALE: NTSD7 INLINE PUMP

SCALE: NTSA7

TYPICAL SHUT-OFF TYPE AIR TERMINALUNIT DETAIL

SCALE: NTSD4 CENTRIFUGAL PUMP (END SUCTION)

SCALE: NTSA3 FIRE DAMPER

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


4/15/2013 12:07:47 PM

T. K

ARR

E

K. H

IMES

J. B

UR

GER

4/17

/201

3

M-601

MEC

HAN

ICAL

SC

HED

ULE

S4/

17/2

013

T. K

ARR

E

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

AIR HANDLING UNIT SCHEDULE (AHU) 1/3

EQUIPMENTTAG SERVICE LOCATION

ALTITUDE(FT)

MAX.AIRFLOW

(CFM)

MIN.AIRFLOW

(CFM)

MINIMUMOUTSIDEAIRFLOW

(CFM)

EXTERNALSTATIC

PRESSURE(IN. W.C.)

INTERNALSTATIC

PRESSURE(IN. W.C.)

TOTALSTATIC

PRESSURE(IN. W.C.)

SUPPLY FAN SUPPLY FAN MOTOR

MAX BHP

MAXOUTLET

VELOCITY(FPM) FAN RPM TYPE

WHEELDIAMETER

(IN.) CONSTRUCTIONVOLUME

CONTROL

MIN.MOTOR HP/ MIN. VFD

MOTORRPM

MOTORTYPE VOLTS PHASE

AHU-1 ADMINAREAS

MECHROOM

0 1700 1000 900 0 0 0 1.25 0 1255 BIAIRFOIL

18 CLASS I VFD 2.3 2600 ECM 460 3

AHU-2 TRAINERBAY

MECHROOM

0 12000 4000 800 0 0 0 13 0 1410 BIAIRFOIL

25 CLASS I VFD 15 1750 ODP 460 3


EQUIPMENTTAG

COOLING COIL

COIL AIRQUANTITY

(CFM)EAT DB

(DEG. F.)EAT WB(DEG. F.)

LAT DB(DEG. F)

LAT WB(DEG. F.)

TOTALCAPACITY

(MBH)

SENSIBLECAPACITY

(MBH)

MAX. FACEVELOCITY

(FPM)REFRIGERANT

TYPE

MIN.ROWS /

MAX. FPI

MAX. AIRPRESSUREDROP (IN.

W.C.)AHU-1 1700 0 0 55 54 0 0 500 R-410A 6 0AHU-2 12000 0 0 55 54 0 0 500 R-410A 6 0


EQUIPMENTTAG

HEATING COIL PRE-FILTER FINAL FILTER DIRTYFILTER

PRESSUREDROP (IN.

W.C.)WEIGHT

(LBS)HEATING

COIL TYPE

HEATINGCOIL

AIRFLOW(CFM)

EAT(DEG. F.)

LAT(DEG. F.)

TOTALCAPACITY

(MBH)EWT

(DEG. F.)LWT

(DEG. F.)

HWFLOWRATE

(GPM)

MIN.ROWS /

MAX. FPI

AIRPRESSUREDROP (IN.

W.G.)

MAX. WATERPRESSUREDROP (FT.

W.C.) TYPEEFFICIENCY

(MERV)

PRESSUREDROP (IN.

W.C.) TYPEEFFICIENCY

(MERV)

PRESSUREDROP (IN.

W.C.)AHU-1 HOT

WATER1700 0 0 0 180 160 12 1 0 0.00 CARTRIDGE 8 0 CARTRIDGE 13 0 0

AHU-2 HOTWATER

12000 0 0 0 180 160 35 1 0 0.00 CARTRIDGE 8 0 CARTRIDGE 13 0 0

COMPUTER ROOM UNIT SCHEDULE (CRU) 1/2

TAG NO. LOCATION

FAN COOLING COIL

TYPE

OUTSIDEAIRFLOW

(CFM)

TOTALAIRFLOW

(CFM)

FANMOTOR

HP FLUID

TOTALCAPACITY

(MBH)

SENSIBLECAPACITY

(MBH)EAT DB

(DEG. F.)EAT WB(DEG. F.)

CRU-1 COMMROOM

HORIZONTALSUSPENDED

0 885 CFM 0.5 R-410A 22 22 72 60

COMPUTER ROOM UNIT SCHEDULE (CRU) 2/2

TAG NO.HEATTYPE

ELECTRIC HEAT HUMIDIFIER FILTER ELECTRICAL

REMARKSCAPACITY

(KW)HEAT

CONTROL TYPECAPACITY(LBS/HR) KW

FILTERTYPE

EFFICIENCY(MERV)

PRESSUREDROP (IN.

W.C.)

DIRTY FILTERPRESSURE

DROP (IN. W.C.) VOLTS PHASE

FULL LOADAMPS

(AMPS)CRU-1 ELECTRIC 4.7 SCR ELECTRIC 4.3 1.5 FLAT 8 0.35 1 208 1 34.2 1

CONDENSING UNITS

TAG SERVICE

COOLINGCAPACITY

(MBH)

COMPRESSOR FANS

REFRIGERANTTYPE

ELECTRICAL

NOTESNUMBEREFFICIENCY

(EER) QUANTITY MOTOR HP VOLTAGE PHASE

FULLLOADAMPS

CU-1 AHU-1 73 2 11.1 2 0.75 R-410A 460 3 40CU-2 AHU-2 300 4 10.6 4 1 R-410A 460 3 85CU-3 CRU-1 22 1 0 1 0.2 R-410A 208 1 13.4

NOTES:1. AIRFLOWS, LOADS, AND MOTOR INFORMATION IS PRELIMINARY AND SHALL BE VALIDATED BY THE DESIGNER OF RECORD.


ENERGY RECOVERY UNIT SCHEDULE (ERU)

TAG LOCATION TYPE ORIENTATIONEXHAUSTAIRFLOW

OUTSIDEAIR

AIRFLOW

MINIMUM OASUMMER

EFFECTIVENESS(%)

MINIMUM OAWINTER

EFFECTIVENESS(%)

PREHEAT COIL

VOLUMECONTROL INTERLOCK

EXHAUST FAN OUTSIDE AIR FAN FILTERS ELECTRICAL

REMARKSTYPECAPACITY

(KW)

EXTERNALSTATIC

PRESSURE(IN WC)

TOTALSTATIC

PRESSURE(IN WC)

MINMOTOR

HP

EXTERNALSTATIC

PRESSURE(IN WC)

TOTALSTATIC

PRESSURE(IN WC)

MINMOTOR

HP TYPEEFFICIENCY

(MERV)

PRESSUREDROP (IN

WC)

DIRTYFILTER

PRESSUREALLOWANCE

(IN WC) VOLTAGE PHASE MCAERU-1 MECH

ROOMENERGYWHEEL

INDOOR,SUSPENDED

675 CFM 900 CFM 60 60 ELECTRIC CONSTANT AHU-1 0.3 0 0.5 0.3 0 0.5 CARTRIDGE 8 0 0 208 1 26.3 1


NOTES:1. ALL SCHEDULED DATA SHALL BE VALIDATED BY THEDESIGNER OF RECORD. DATA INDICATED AS '0' WAS NOTDEEMED CRITICAL FOR DEVELOPMENT OF DEFINITIVEDESIGN.

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


4/15/2013 12:07:48 PM

T. K

ARR

E

K. H

IMES

J. B

UR

GER

4/17

/201

3

M-602

MEC

HAN

ICAL

SC

HED

ULE

S4/

17/2

013

T. K

ARR

E

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

HOT WATER BOILER SCHEDULE (HWB)

TAG LOCATION TYPE FLUID

MINIMUMGROSSOUTPUT

(MBH)

BURNERINPUT (CFH @1000 BTU/CF)

PRESSURERATING(PSIG)

LVG.WATERTEMP

(DEG. F.)

ENT.WATERTEMP

(DEG. F.)FLOWRATE

(GPM)PRESS

LOSS (FT)FUEL

SOURCE

MIN.EFFICIENCY

(%) TURNDOWN VOLTS PHASE REMARKSHWB-1 MECH

ROOMTBD NOTE 1 415 500 125 180 160 40 20 NATURAL

GAS88 5:1 120 1 2, 3

HWB-2 MECHROOM

TBD NOTE 1 415 500 125 180 160 40 20 NATURALGAS

88 5:1 120 1 2, 3

HVAC PUMP SCHEDULE

TAG TYPE LOCATION SERVICEMAXIMUM FLUIDTEMP. - DEG. F.

MINIMUM FLUIDTEMP. - DEG. F.

CAPACITY- GPM

PUMPHEAD (FT)

SUCTIONSIZE - IN.

DISCHARGESIZE - IN.

MOTOR -RPM

MOTOR -HP

MOTORTYPE

STARTER /DISCONNECTPROVIDED BY`

SPEEDCONTROL

TYPE

ELECTRICAL

REMARKSVOLTS PHASEHWP-1 CENT. INLINE MECH ROOM HWS -

PRIMARY180 50 40 30 1.5 1.5 1750 1 ODP DIV 26 CONSTANT 460 3

HWP-2 CENT. INLINE MECH ROOM HWS -PRIMARY

180 50 40 30 1.5 1.5 1750 1 ODP DIV 26 CONSTANT 460 3

HWP-3 CENT. INLINE MECH ROOM HWS -SECONDARY

180 50 80 70 2 2 1750 5 ODP DIV 26 VFD 460 3

HWP-4 CENT. INLINE MECH ROOM HWS -SECONDARY

180 50 80 70 2 2 1750 5 ODP DIV 26 VFD 460 3

NOTES:1. PERCENTAGE SOLUTION OF GLYCOL TO BE DETERMINED AFTER SITE SELECTION.2. BOILER SHOWN FOR SPACE PLANNING PURPOSES. BOILER HAS BEEN SIZED BASED ON ESTIMATED LOADS. DESIGNER TO RESIZE BASED UPON ACTUAL GEOGRAPHIC LOCATION.3. WHERE CONDENSING BOILERS ARE USED, PROVIDE ACID NUETRALIZATION FOR BOILER CONDENSATE.

VARIABLE AIR VOLUME BOXES SCHEDULE

TAG LOCATION TYPE

INLETSIZE

(INCHES)

MIN INLETSTATIC

PRESSURE(IN WC)

MAXDESIGN

AIRFLOW

MINDESIGN

AIRFLOW

VAV BOXHEATINGAIRFLOW

HEATINGCOIL TYPE

REHEATCOIL

CAPACITY(BTUH)

HEATINGWATERFLOW

CONNPIPE SIZE

(IN)

ELECTRICAL

REMARKSVOLTS PHASEVAV-1 CLASSROOM A 8 0 700 420 420 HOT WATER 0 0 1/2 24 1 1VAV-2 BRIEFING ROOM A 4 0 175 140 140 HOT WATER 0 0 1/2 24 1 1VAV-3 BRIEFING ROOM A 4 0 175 90 90 HOT WATER 0 0 1/2 24 1 1VAV-4 BREAK ROOM A 6 0.75 400 125 120 HOT WATER 0 0 1/2 24 1 1VAV-5 LOBBY/CORRIDOR A 6 0.75 250 150 50 HOT WATER 0 0 1/2 24 1 1

UNIT HEATER SCHEDULE

TAG LOCATION POSITION AND TYPE CFMHEAT LOAD

(MBH) VOLTS PHASEWEIGHT

(lbs) REMARKSUH-1 FUSELAGE TRAINER 113 SUSPENDED/HOT WATER 0 CFM 20 120 1 1, 2UH-2 FUSELAGE TRAINER 113 SUSPENDED/HOT WATER 0 CFM 20 120 1 1, 2UH-3 FUSELAGE TRAINER 113 SUSPENDED/HOT WATER 0 CFM 40 120 1 1, 2UH-4 MECHANICAL ROOM 109 SUSPENDED/HOT WATER 0 CFM 15 120 1 1, 2UH-5 ELECTRICAL ROOM 112 SUSPENDED/ELECTRIC 0 CFM 4 240 1 1, 2UH-6 FIRE PUMP ROOM 114 SUSPENDED/HOT WATER 0 CFM 10 120 1 1, 2

NOTES:1. PROVIDE WITH WALL MOUNTING KIT.2. HEATING LOADS SHALL BE VALIDATED AFTER SITE SELECTION.

FAN SCHEDULE

TAG NO. LOCATION SERVICE FAN TYPEAIRFLOW

(CFM)

FANSPEED(RPM)

FAN SPEEDCONTROL

EXTERNALSTATIC

PRESSURE(IN. W.G.)

SOUNDLEVEL(dba)

ELECTRICAL DATA

INTERLOCKWITH

DRIVETYPE

WEIGHT(LBS) REMARKS

MIN.MOTOR

HPOPERATING

BHPMOTORTYPE

STARTER /DISCONNECTPROVIDED BY VOLTS PHASE

EF-1 ELECTRICALROOM

EXHAUST INLINE CENT. 2200 0 CONSTANT 0 0.5 0 ODP DIV 26 120 1 BELT 0 1

EF-2 FUSELAGE BAY EXHAUST INLINE CENT. 1000 0 CONSTANT 0 0.25 0 ODP DIV 26 120 1 BELT 0 1

NOTES:1. AIRFLOWS ARE PRELIMINARY AND SHALL BE VALIDATED BY THE DESIGNER OF RECORD. HEATING LOADS SHALL BE DETERMINED AFTER SITE SELECTION.

VAV TYPES: A - STANDARD SHUTOFF BOX; B - PARALLEL FAN POWERED BOX, HEAT ON INLET.

NOTES:1. AIRFLOWS AND MOTOR INFORMATION IS PRELIMINARY AND SHALL BE VALIDATED BY THE DESIGNER OF RECORD.

CABINET UNIT HEATER SCHEDULE

TAG LOCATION TYPE POSITION CFM HEAT TYPEHEAT LOAD

(MBH) VOLTS PHASEWEIGHT

(LBS) REMARKSCUH-1 VESTIBULE CONCEALED - DUCTED HORIZONTAL 0 CFM HOT WATER 10 120 1 1

NOTES:1. HEATING LOADS SHALL BE VALIDATED AFTER SITE SELECTION.

NOTES:1. ALL SCHEDULED DATA SHALL BE VALIDATED BY THE DESIGNER OFRECORD. DATA INDICATED AS '0' WAS NOT DEEMED CRITICAL FORDEVELOPMENT OF DEFINITIVE DESIGN.

BUILDING DDC SYSTEM GENERAL SEQUENCE OF OPERATION:

THE HEATING VENTILATING AND AIR CONDITIONING (HVAC) SYSTEMS SHALL BE CONTROLLEDAUTOMATICALLY FROM THE BASE WIDE SYSTEM USING A TEMPERATURE CONTROL SYSTEM. ALLSET POINTS SHALL BE ADJUSTABLE (ADJ.). EQUIPMENT IDENTIFIED AS BEING INTERLOCKED SHALLBE SOFTWARE INTERLOCKED THROUGH THE DDC SYSTEM UNLESS NOTED OTHERWISE ORINDICATED ON THE ELECTRICAL DRAWINGS.

THE DDC SYSTEM SHALL CONNECT AND MONITOR THE GAS METER, DOMESTIC WATER METER, ANDTHE ELECTRIC METER.

HVAC SYSTEM SHALL BE INSTALLED WITH AN EMERGENCY SHUT-DOWN SYSTEM. SYSTEM SHALL BEACTIVATED BY PRESSING AN ‘HVAC SYSTEM EMERGENCY SHUT-DOWN BUTTON’ CLEARLY LABELEDAND LOCATED WHERE SHOWN ON THE DRAWINGS. WHEN THE BUTTON IS PRESSED, ALL HVACSYSTEMS SERVING OCCUPIED AREAS OF THE BUILDING SHALL GO INTO OFF MODE; FANS SHALLDE-ENERGIZE AND OUTSIDE AIR, INTAKE AIR, EXHAUST AIR, AND RELIEF AIR DAMPERS SHALLCLOSE. EMERGENCY SHUT-OFF SHALL COMMUNICATE TO ALL DEVICES. REFER TO DRAWING M-101FOR LOCATION OF EMERGENCY SHUT-OFF SWITCH. CONTROL PANEL SHALL CONTAIN ‘EMERGENCYSHUT-DOWN’, AND ‘SYSTEM RESET’ BUTTONS AND BE PROVIDED WITH ALL RELAYS AND CONTACTSREQUIRED FOR COMPLETE SYSTEM OPERATION.

CONTROLS SYSTEM ARCHITECTURE

NOT TO SCALE

NOTES:

1. SEE DRAWING M-001 FOR GENERAL NOTES, LEGEND AND ABBREVIATIONS.2. INSTALL ALL CONTROLS WIRING AND CABLES IN CONDUIT PER SPECIFICATION 262000.

PATCH PANELCOMM-111

VAV BOXCONTROLLERS

FIBER CONNECTIONTO BASE SYSTEM

COMMUNICATION BUS

UNIT HEATER &CABINET UNITHEATERCONTROLLERS

EXHAUST FANCONTROLLERS

WATER METER

CRU-1 & CU-3CONTROLLER

ELECTRIC METERDOMESTICHOT WATER

HVACEMERGENCYSHUT-OFFPANEL

BOILERSHWB-1HWB-2HWP-1HWP-2CONTROLLER

GAS METER

HWP-3CONTROLLER

ERU-1CONTROLLER

HWP-4CONTROLLER

AHU-1 & CU-1CONTROLLER

AHU-2 & CU-2CONTROLLER

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


12"

= 1

'-0"

4/15/2013 12:07:48 PM

T. K

ARR

E

K. H

IMES

J. B

UR

GER

4/17

/201

3

M-701

MEC

HAN

ICAL

CO

NTR

OL

DIA

GR

AMS

4/17

/201

3T.

KAR

RE

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

WCO

NOTE:

QUESTION MARKS (?) WILL BE REPLACED BY A PIPE SIZE ON DRAWINGS

GENERAL NOTES:

INDICATESLIMITS OFDETAIL

DETAILDESIGNATOR

SHEET WHEREDETAIL/SECTION ISDRAWN

INDICATES PERSPECTIVEAND LIMITS OF SECTION

SECTION DESIGNATOR

SHEET WHERESECTION IS DRAWN

NUMBER = DETAIL DESIGNATORLETTER = SECTION DESIGNATOR

SHEET NUMBER WHEREDETAIL/SECTION ISSHOWN

DETAIL

4" FD-A

EWC-1

U-2

U-1

WC-2

WC-1

LAV-1

SHEET NUMBER WHERERISER IS DETAILED

DOMESTIC HOT WATER (DHW)

DOMESTIC COLD WATER (DCW)

VENT

?" SSSANITARY SEWER (ABOVE GRADE)

PIPE LINE DESIGNATIONS

DOMESTIC HOT WATER RECIRCULATION (DHWR)

CLEANOUT IN RISER

BACKFLOW PREVENTION ASSEMBLYBP

?" SSSANITARY SEWER (BELOW GRADE)

CLEANOUT IN FLOOR

CO

FCO

?" CONDCONDENSATE DRAIN

CLEANOUT IN WALLWCO

?" V


1P-001

AP-002

VENT THROUGH ROOFVTR

AIR COCKACARV AIR RELEASE VALVEBF BLIND FLANGE

BOP BOTTOM OF PIPECH OP CHAIN WHEEL OPERATORCPVC CHLORINATED POLYVINYL CHLORIDECONC CONCENTRIC

D DRAINDI DUCTILE IRON

ELL ELBOWFLAT ON BOTTOMFOBFLAT ON TOPFOTFLOAT OPERATED VALVEFOV

FLOW METERFMFORGED STEELFS

LOCK CLOSEDLCLOCK OPENLONON-RISING STEMNRSPOUNDS PER SQUARE INCH ABSOLUTEPSIAPOUNDS PER SQUARE INCH GAUGEPSIG

ROOF DRAINRDSCHEDULESCHTOP OF CONCRETETOCTOP OF PIPETOPTOP OF GRATINGTOGTOP OF STEELTOS

PLUMBING ABBREVIATIONS

I.E. INVERT ELEVATION

DOWNDN

FLOOR DRAINFD

HUB DRAINHD

TD TRENCH DRAIN

AFF ABOVE FINISHED FLOOR

PVC POLYVINYL CHLORIDE

AIR GAPAG

PRESSURE GAUGE

FLOOR DRAIN/EQUIPMENT DRAIN

PLUMBING FIXTURE TRAP

FLOOR OR WALL PENETRATION

VENT THRU ROOF (VTR)

PLUMBING SYMBOLS LEGEND

RISER NUMBER P=SANITARYWASTE W=WATER

CLEANOUT (CO) IN RISER

RISER DIAGRAM LEGEND

PLUMBING RISER IDENTIFICATION

CO

FCOCLEANOUT (FCO) IN FLOOR

WATER HAMMER ARRESTOR - SPEC. TYPEWHA-A

CLEANOUT (WCO) IN WALL

SIZE - FLOOR DRAIN - SPEC. TYPE

DUAL ELECTRIC WATER COOLER

URINAL, ACCESSIBLE

URINAL

WATER CLOSET - ACCESSIBLE

WATER CLOSET

LAVATORY, COUNTER MOUNTED

PRESSURE/TEMPERATURE RELIEF VALVE

DETAIL CALLOUT SYMBOL

SECTION CUT SYMBOL

HB HOSE BIBB

WH WALL HYDRANT

1. UNLESS NOTED OTHERWISE, THE CIVIL AND MECHANICAL INTERFACE POINT IS 5 FEET OUTSIDE OF THE BUILDING WALL.

2. COORDINATE ALL PIPE SLEEVE REQUIREMENTS WITH FOUNDATION SUBCONTRACTOR.

3. COORDINATE MECHANICAL ROOM FLOOR DRAINS WITH ACTUAL EQUIPMENT LOCATIONS AND DRAINAGE REQUIREMENTS.

4. LEGEND IS GENERAL IN NATURE AND NOT ALL ITEMS SHOWN MAY BE USED ON THIS PROJECT.

5. INSTALL SANITARY PIPING WITH 2% SLOPE DOWNWARD IN DIRECTION OF FLOW. INSTALL VENT PIPING WITH 1% SLOPEDOWNWARD TOWARD FIXTURE OR STACK.

6. ALL FIXTURES SHALL HAVE A P-TRAP INSTALLED.

?" DCW

?" DHW

?" DHWR

LAV-2 LAVATORY, WALL MOUNTED

BALL VALVE

BALANCING VALVE

?" NGNATURAL GAS

BV

MB-1 MOP BASIN

SK-1 SINK

EEW EMERGENCY EYEWASH

BACKFLOW PREVENTION ASSEMBLY

AP-003

WATER METERM

P1P-001


REFER TO THE DESIGN ANALYSIS FOR APPLICABLE STANDARDS AND CODES USED TO DEVELOP THE DEFINITIVE DESIGN.

PIPING SIZES ARE BASED ON AVAILABLE PRESSURE OF 35 PSIG AFTER METER, BACKFLOW PREVENTER AND STATIC LIFTLOSSES HAVE BEEN DEDUCTED.

UNDERGROUND PIPING NOT SHOWN AND TO BE COMPLETED BY DESIGNER OF RECORD AFTER SITE SELECTION.

RECOORDINATION OF FLOOR DRAINS, AND DESIGN OF ASSOCIATED SANITARY AND VENT PIPING IN MECHANICAL AND FIREPUMP ROOMS TO BE COMPLETED BY DESIGNER OF RECORD AFTER FINAL SELECTION OF EQUIPMENT.

A LIFE CYCLE COST ANALYSIS (LCCA) SHALL BE PERFORMED DURING THE DESIGN PHASE FOR DOMESTIC HOT WATERSYSTEM SELECTION AND TO DEMONSTRATE COMPLIANCE WITH EISA 2007 ENERGY REDUCTION REQUIREMENTS. PERFORMTHE LCCA AS SPECIFIED IN UFC 1-200-02. IF LIFE CYCLE COST EFFECTIVE, A MINIMUM 30 PERCENT OF THE HOT WATERDEMAND SHALL BE MET THROUGH THE INSTALLATION AND USE OF SOLAR HOT WATER HEATERS. ALSO CONSIDERSYSTEMS SUCH AS HEAT PUMP WATER HEATERS OR UTILIZING WASTE HEAT.

ASSUMPTIONS AND INSTRUCTIONS:

1.

2.

3.

4.

5.

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

2" =

1'-0

"

4/15/2013 3:32:08 PM

T. K

ARR

E

K. H

IMES

J. B

UR

GER

4/17

/201

3

EP14

P-00

1

P-001

PLU

MBI

NG

LEG

END

AN

DAB

BREV

IATI

ON

S4/

17/2

013

T. K

ARR

E

KC-

46A

FUSE

LAGE

TRA

INER

REF

.(N

IC)

UP

UP

1 2 3 4 5 6 7

G

F

E

D

C

B

A

FUSELAGETRAINER

113

P-4011

WH

WH

WH

WH

1"ø DCW29' - 6" BOP EL

3/4"ø DCW

3/4"ø DCW34' - 0" BOP EL

3/4"

ø D

CW

34' -

0" B

OP

EL

3/4"ø DCW

10'-0" LONGCHANNELDRAIN

1 1/2"ø DCW, SEECIVIL DRAWINGSFOR CONTINUATION

3/4"ø DHW30' - 0" BOP EL

3/4"ø DHWR30' - 0" BOP EL

3" FD-B3" FD-B

1

3/4"ø DHW30' - 0" BOP EL

3/4"ø DHWR30' - 0" BOP EL



CLASSROOM100

BRIEF106

BRIEF104

CORR102

VEST101

BREAK ROOM103

COMM111

ELEC112

MECH109

FIRE PUMP ROOM114

WOMEN'S TOILET108

MEN'S TOILET105

JAN107

EEW WHTP-2

3/4"ø DCW

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


1/8

" = 1

'-0"

4/15/2013 12:07:53 PM

T. K

ARR

E

C. M

cAFE

E

J. B

UR

GER

4/17

/201

3

P-102

PLU

MBI

NG

PLA

N4/

17/2

013

T. K

ARR

E

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

1 FIRST FLOOR PLUMBING PLAN0 4' 8' 16'

SCALE:1/8"=1'

N

1. SEE DRAWING P-001 FOR GENERALNOTES, LEGEND AND ABBREVIATIONS.

2. FOR CONNECTION SIZES TO INDIVIDUALFIXTURES SEE PLUMBING FIXTURESCHEDULE ON P-601

3. ALL FLOOR DRAINS SHALL HAVE TRAPPRIMER CONNECTIONS.

4. SEE RISER DIAGRAMS FOR PIPING SIZESAND ROUTING NOT SHOWN ON PLANDRAWINGS.

5. PROVIDE TRAPS AND TRAP PRIMERCONNECTIONS FOR CHANNEL DRAINS.

NOTES:

INSTALL CALIBRATED BALANCING VALVE ONWALL AT 8'-0" AFF. SET VALVE TO 1 GPM.

KEYED NOTES:

1

REF

.(N

IC)

BP

BP

2 3 4

C

B

A

2" FD-A

2" FD-A

EWC-1

WC-2

WC-1MB-1

LAV-1LAV-1

LAV-1LAV-1

U-1 U-2

WC-2

WC-1

DWH-1

1 1/4"ø V1 1/2"ø V1 1/2"ø V

2 1/2"ø V

1 1/

2"ø

V1

1/2"

ø V

1 1/2"ø V2 1/2"ø V

3/4"ø DHW

1"ø DCW

SH-1

1

2

1/2"ø DHW

3/4"ø DHW

3" FD-B2" FD-A

3" FD-B

3/4"ø DHW

3/4"ø DCW

1/2"ø DHW

1/2"ø DCW

1/2"ø DCW

3/4"

ø D

CW

2" FD-A

1/2"ø DCW

1"ø DCW1 1/2"ø DCWSH-1

3/4"ø DHW

1/2"ø DCW

3/4"ø DHW

2"ø V

WH

3/4"

ø D

CW

4"VTR

5

1"ø

DC

W

1 1/2"ø DCW

3" FD-B

3" FD-B

3/4"

ø D

HW

R

3/4"

ø D

HW

3

WATERMETER

1 1/2"ø DCW

BREAK ROOM103

COMM111

ELEC112

MECH109

WOMEN'S TOILET108

MEN'S TOILET105

JAN107

DHWP-1

HB

TP-1 4

3" FD-B

SK-13/4"ø DCW3/8"ø DCW

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


1/4

" = 1

'-0"

4/15/2013 12:07:55 PM

T. K

ARR

E

C. M

cAFE

E

J. B

UR

GER

4/17

/201

3

P-401

ENLA

RG

ED P

LUM

BIN

G P

LAN

4/17

/201

3T.

KAR

RE

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US



3. ALL FLOOR DRAINS SHALL HAVE TRAPPRIMER CONNECTIONS.

4. SEE RISER DIAGRAMS FOR PIPING SIZESAND ROUTING NOT SHOWN ON PLANDRAWINGS.

5. COORDINATE FLOOR DRAIN LOCATIONSWITH FINAL MECHANICAL & PLUMBINGEQUIPMENT LOCATIONS.

NOTES:

INSTALL ICE MAKER OUTLET BOX IN WALL AT2'-0" AFF.

THERMOSTATIC MIXING VALVE.

1"ø DCW TO HEATING WATER SYSTEM MAKE-UP CONNECTIONS. SEE MECHANICALDRAWINGS FOR CONTINUATION.

ROUTE 3/4"ø DCW TO TRAP PRIMER TP-1.

SANITARY AND VENT SYSTEM IN MECHANICALAND FIRE PUMP ROOMS TO BE DEVELOPEDAFTER SITE SELECTION.

KEYED NOTES:

1

2

0 2' 4' 8'

SCALE:1/4"=1'

N

1 ENLARGED PLUMBING PLAN

3

4

5

COVER

CLEANOUT PLUG

MAIN LINE

FINISHED FLOOROR CONCRETE PAD

CAULK, BUNA-NOR VITON SEAL

RISER EXTENSIONUP TO CLEANOUT.NEED NOT BELARGER SIZE THAN 4"

IF TO EMCS

DCW TO SYSTEMSEE PLANS FOR SIZE

WATER METER

GRADEDCW - (SEE PLANSFOR SIZES)

BP

REDUCEDPRESSUREPRINCIPLEBACKFLOWPREVENTER

(SEE PLANS)SLOPE

SYMMETRICALABOUT CENTER LINE

STRAINER

CAULKED OUTLET

SEE PLANS FORTYPE REQUIRED

3/8"

1/4"

3/8"

PIPE SLEEVE

BACKUP MATERIAL

SEALANT

INSULATION

CENTER OF PIPE

INSULATION

SEALANT

BACKUP MATERIALFLOOR

PIPE SLEEVE

PROVIDE SLEEVE FOR FLOORPENETRATION WITH 2" MORECLEARANCE. FILL CLEARANCEWITH FIREPROOF MASTIC.

CENTER OF PIPE

PIPE 3/8"

PIPE

ESCUTCHEON

INTERIOR SIDE OFEXTERIOR WALL

4" VENT PIPE

MASTIC

STAINLESS STEELCLAMPING RING

PREMOLDED PIPE BOOT FORSLOPED METAL ROOFS

LAP SEALANT

INCREASERIF REQUIREDVENT

VEN

T EX

TEN

SIO

NAS

REQ

UIR

ED

RIGID INSULATION

METAL ROOF

WALL SURFACE

CLEANOUT PLUG

ROUND POLISHED STAINLESSSTEEL WALL COVER PLATE(NOT REQUIRED UNLESSLOCATED IN WALLS)

COUNTERSUNK SCREW

SCREWED COUNTERSUNK PLUG

OPENING CUT-OUT IN WALL

HORIZONTAL LINEOR CLEANOUT TEE

WALL MOUNTED

WALL

1 1/2" VENT

WHA1 1/2" WASTE

1/2" DCWSHUT-OFF VALVE

NOTE:

2" ALL AROUND

WHERE USED THROUGH FLOORS,EXTEND 3" ABOVE FLOOR.PROVIDE A COVER PLATE (TACKWELDED) ON TOP OF UNUSED SLEEVES.

1/2" STEEL PLATE

STANDARD WEIGHT STEELPIPE SLEEVE OR 1/4"STEEL PLATE (CAST IN PLACE)

FILL VOID WITH SEALANTBOTH SIDES AS SPECIFIEDON DRAWING

CONCRETE GROUTIN REQUIRED

TO EMCS

BUILDING WALLSEE PLANSFOR CAPACITY

GRADE

SEE PLANS FOR SIZES

GASMETER

GC

GC

SIZE REGULATORFOR XXX CFHFROM XXX PSIG TO11" W.C.

1/2"DHW1/2"DCW

TEMPERATURE GAUGE

THERMOSTATIC MIXINGVALVE (85° F OUTLET)

SANITARY / VENT IN WALL

WALL BRACKET

1/2" TEMPERED WATER

EYEWASH WITH STAINLESSSTEEL BOWL

PUSH HANDLE

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

2" =

1'-0

"

4/15/2013 3:32:30 PM

T. K

ARR

E

K. H

IMES

J. B

UR

GER

4/17

/201

3

EP14

P-50

1

P-501

PLU

MBI

NG

DET

AILS

4/17

/201

3T.

KAR

RE

KC-

46A

FUSE

LAGE

TRA

INER

SCALE: NTSE1 CLEANOUT

SCALE: NTSA1 WATER METER W/ BFP

SCALE: NTSE3

FLOOR DRAIN INSTALLEDIN GROUND FLOOR

SCALE: NTSC1

PIPE PENETRATIONS THROUGH VARIOUSSTRUCTURES

SCALE: NTSC8 VENT PIPE FLASHING

SCALE: NTSE7

WALL C/O CONCEALED WITHIN WALL OREND OF PIPE

SCALE: NTSE5

ELECTRIC WATER COOLERCONNECTION DIAGRAM

SCALE: NTSA4 WALL SLEEVESCALE: NTSA7

NATURAL GAS PRESSUREREGULATOR/METER

SCALE: NTSC5 EMERGENCY EYEWASH

ELECTRONICCONTROLMODULE

S

3/4" SUPPLY, EXTEND TOCONNECT TO MAIN

UNION

ATMOSPHERIC VACUUMBREAKER

STRAINER

SOLENOID CONTROL VALVE

TRAP PRIMER DISTRIBUTIONMANIFOLD

CAP UNUSED OUTLETS

1/2" PEX, EXTEND AND CONNECTTO FLOOR DRAIN BODY (TYP)

2

1

3NOTES:1. INSTALL TRAP PRIMER ASSEMBLY A MINIMUM

OF 12" ABOVE FLOOR RIM ELEVATION OFHIGHEST DRAIN CONNECTED.

2. EACH OUTLET SHALL BE CONNECTED ONLYTO ONE FLOOR DRAIN OR FLOOR SINK.

3. TRAP PRIMER DISTRIBUTION PIPING SHALLBE BUBBLE TIGHT AND SEALED.

KEYED NOTES:

1. PROGRAM CONTROL MODULE TO OPENSOLENOID CONTROL VALVE ATMANUFACTURER;S RECOMMENDED FREQUENCYAND DURATION.

2. GALVANIZED WALL BOX AND COVER PROVIDEDBY TRAP PRIMER MANUFACTURER.

3. POWER CONNECTION, PROVIDED BY OTHERS.

TRAPS.AS (4) INDIVIDUAL FLOOR DRAINPRIMER IS DISTRIBUTED TO AS MANYFROM THE FLOOR DRAIN TRAPA METERED AMOUNT OF WATER

20 FOOT OF PRIME LINE.THE FINISHED FLOOR FOR EVERYBE MOUNTED ONE FOOT ABOVETRAP PRIMER VALVE SHOULD

2.

NOTES:

1.

UNITDISTRIBUTION

DCW SUPPLY

INST

ALLA

TIO

N D

IMEN

SIO

N 1

5 1/

4" M

INIM

UM

12" M

INIM

UM

(NO

TE 1

)

FINISHED FLOOR

INSTALL ASSEMBLY WITH ACCESS3.FOR PERIODIC INSPECTION.

ISOLATION VALVE

UNION

TRAP PRIMERVALVE

COPPER TYPE L(TYP.)

TRANSITION TO PEX(TYP.)

PLASTIC TUBING (PEX EQUIVALENT) (TYP.)

MIN 1/2" FLOOR DRAINTRAP MAKE-UP WATER LINE. (TYP.)

DO NOT CONNECT TO DCW SUPPLY4.MAINS LARGER THAN 1-1/2". A

6"

1.

2.

NOTES:

4.

3.

FOR HEATER SELECTION SEE SCHEDULEAND SPECIFICATIONS.

MIXING VALVE TO OPEN TO COLD WATERFLOW ON THERMOSTAT FAILURE.

HOT WATER PIPED TO NORMALLY CLOSEDPORT OF MIXING VALVE

FOR PIPE SIZES SEE FLOOR PLAN.

STACK CAP

STORM COLLARAND GUY-WIRES

IF REQUIRED

TALL CONEROOF FLASHING

MIN. HEIGHT ASREQUIRED BY CODE

ROOF

COMPRESSION TANK

DHW

NATURAL GAS

GAS COCK

FULL SIZE DIRT LEG

COMBINATION GAS VALVEAND PRESSURE REGULATOR(11" W.C IN AND 8" W.C. OUT)

FULL SIZE OF P&TRELIEF VALVE OUTLET

DRAIN

EQUIPMENT PAD

FLOOR

AQUASTAT

RECIRC.PUMP

DCW

140° F HOT WATERFROM HEATER

DCW BALLVALVE

PRESSUREGAUGE

DCW

DHWR FROM RECIRC PUMP

DHWR (SEE PLANS FOR SIZE)

110° F HOTWATER TO SYSTEM

THERMOMETER3-WAY MIXINGVALVEUNION

CHECK VALVE

STRAINER

ET-1

RP-1

COMBUSTION AIR INTAKE

TERMINATE COMBUSTION AIR INLETABOVE ROOF WITH GOOSENECK.PROVIDE INSECT SCREEN OVER OPENING

(TYP)

DRAIN

6"

NOTES:

1.2.

NOTE TO DESIGNER

DCW

COMPRESSION TANK

FULL SIZE OF P&TRELIEF VALVE

FLOOR

EQUIPMENT PAD

DHW

FOR PIPE SIZES SEE FLOOR PLAN.FOR HEATER SELECTION SEESCHEDULE AND SPECIFCATIONS.

EXPANSION TANK AND CHECKVALVE MAY NOT BE NECESSARYON SMALL SYSTEMS

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US 1

2" =

1'-0

"

4/15/2013 3:32:33 PM

T. K

ARR

E

K. H

IMES

J. B

UR

GER

4/17

/201

3

EP14

P-50

2

P-502

PLU

MBI

NG

DET

AILS

4/17

/201

3T.

KAR

RE

KC-

46A

FUSE

LAGE

TRA

INER

SCALE: NTSD1 ELECTRONIC TRAP PRIMER DETAIL

SCALE: NTSA1 PRESSURE TYPE TRAP PRIMERSCALE: NTSA4

GAS FIRED WATER HEATER W/ MIXINGVALVE PIPING

SCALE: NTSD6 ELECTRIC WATER HEATER PIPING

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


4/15/2013 12:07:56 PM

T. K

ARR

E

C. M

cAFE

E

J. B

UR

GER

4/17

/201

3

P-601

PLU

MBI

NG

SC

HED

ULE

S4/

17/2

013

T. K

ARR

E

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

WATER HAMMER ARRESTOR SCHEDULE (WHA)

TAG PIPE SIZE

SUPPLYFIXTURE

UNITS MATERIAL MANUFACTURER - 1MODELNO. - 1 MANUFACTURER - 2

MODELNO. - 2 MANUFACTURER - 3

MODELNO. - 3

WHA-A 3/4" 1 TO 11 STAINLESS STEEL J.R. SMITH 5005 WADE W-5 SIOUX CHIEF 652-AWHA-B 1" 12 TO 32 STAINLESS STEEL J.R.SMITH 5010 WADE W-10 SIOUX CHIEF 653-B

TRAP PRIMER SCHEDULE

TAG NO.TRAP

PRIMER TYPE VOLTAGE PHASETRAP PRIMER ROOM

LOCATION

NUMBEROF

DRAINS PIPE SIZE

MIN. DIFF.PRESSURE (PSIG) REMARKS

TP-1 AUTOMATIC 120 1 MECHANICAL ROOM 109 11 0.75 NA 1TP-2 AUTOMATIC 120 1 FUSELAGE TRAINER 113 3 0.75 NA 1

DOMESTIC WATER HEATER SCHEDULE

TAG LOCATION TYPE SERVICEHEATINGSOURCE

INPUT(MBH)

THERMALEFFICIENCY

(%)CAPACITY

(GAL)RECOVERY (GAL/HR)

HOT WATERTEMP SETTING

(F)

WATERCONNECTION

SIZE (IN)

GASCONNECTI

ON SIZE

ELECTRICAL

ELECTRICAL

REMARKSVOLTS PHASEDWH-1 MECH

ROOMGAS FIREDSTORAGE

DOMESTICHW

NATURALGAS

70 88 70 40 140 0.75 0.75 120 1 1,2,3

RECIRCULATION PUMP SCHEDULE

TAG TYPE LOCATION SERVICEMAXIMUM FLUIDTEMP. - DEG. F.

MINIMUM FLUIDTEMP. - DEG. F. CAPACITY - GPM

PUMPHEAD (FT)

SUCTIONSIZE - IN.

DISCHARGESIZE - IN.

MOTOR -RPM

MOTOR -HP

MOTORTYPE

STARTER /DISCONNECTPROVIDED BY

ELECTRICAL

REMARKSVOLTS PHASEDHWP-1 INLINE MECH RM DHW 140 100 1 GPM 13 0.75 0.75 3150 0.083 ODP DIV 26 120 1 1

NOTES:1. FURNISH WITH PRESSURE AND TEMPERATURE RELIEF VALVE.2. PROVIDE WITH CONTROL MODULE TO CONNECT TO BUILDING DDC SYSTEM.3. DIRECT VENT UNIT WITH SEALED COMBUSTION.

NOTES:1. PROVIDE WITH AQUASTAT. SYSTEM SHALL BE ENABLED FROM DDC.

PLUMBING FIXTURE SCHEDULE

TAG DESCRIPTION

FLOW OR FLUSHRATE

MOUNTING HEIGHT

CONNECTION SIZES (INCHES)COLD

WATERHOT

WATER VENT WASTEEEW EMERGENCY

EYEWASH6 GPM 33 INCHES AFF 0.5 0.5 1.5 1.25

EWC-1 ELECTRIC WATERCOOLER

8 GPH ORIFICE HEIGHT: 38-3/8"UPPER, 32-7/8" LOWER

0.5 0 1.25 1.5

HB HOSE BIBB 5 GPM 36 INCHES AFF 0.5LAV-1 COUNTER MOUNTED

LAVATORY0.5 GPM SET BY COUNTER HEIGHT 0.5 0.5 1.25 1.5

MB-1 MOP BASIN 2.5 GPM FLOOR MOUNTED 0.75 0.75 0 3SH-1 ACCESSIBLE SHOWER 1.5 GPM TOP OF HAND SPRAY BAR

AT 66" ABOVE FLOOR0.5 0.5 1.25 1.5

SK-1 BREAK ROOM SINK 1.5 GPM SET BY COUNTER HEIGHT 0.5 0.5 1.25 1.5U-1 URINAL 0.125 GPF 24 INCHES AFF RIM

HEIGHT0.75 0 1.5 2

U-2 ACCESSIBLE URINAL 0.125 GPF 17 INCHES AFF RIMHEIGHT - ACCESSIBLE

0.75 0 1.5 2

WC-1 WATER CLOSET 1.28 GPF 15 INCHES AFF RIMHEIGHT

1 0 2 4

WC-2 ACCESSIBLE WATERCLOSET

1.28 GPF 17 INCHES AFF RIMHEIGHT - ACCESSIBLE

1 0 2 4

WH WALL HYDRANT 5 GPM 24 INCHES AFF 0.75 N/A N/A N/A

N/A

N/A

N/A

N/A

N/A

NOTES:1. 1/2 INCH PEX SUPPLY TUBING TO EACH DRAIN TRAP.

N/A N/A N/A

FLOOR DRAIN SCHEDULEMark TYPE STRAINER REMARKS

2" FD-A FLOORDRAIN

(NOTE 1,2)

5" RND. ADJ.NICKEL-BRONZE

(NOTE 3)

CAST IRON, TWO PIECE BODYINTEGRAL CLAMPING COLLAR,

TRAP PRIMER CONNECTION3" FD-B FLOOR

DRAIN(NOTE 1,2)

9" RND. DUCTILEIRON TRACTORGRATE, HEAVY

DUTY

CAST IRON, INTEGRALCLAMPING COLLAR, PROVIDE

WITH DEEP SEAL TRAP

NOTES:1. SIZE AS INDICATED ON DRAWINGS2. NEOPRENE GASKETED PUSH-ON OUTLET3. FLOOR DRAINS SHALL HAVE SQUARE GRATE WHEREINSTALLED IN ROOMS WITH SQ. TILE.

N/A

SK-1

TP-1

DWH-1

SH-1U-1

U-2

WHA-A

BP

BPM

1 1/2" DCW

1/2" DHW

EWC-1

3/4" DHW

1 1/2" DCW

ICE MAKEROUTLET BOX

LAV-1

LAV-1

3/4" DHW

3/8" DCW

1" DCW

MB-1

LAV-1LAV-1

3/4" DCW

1/2" DHW1/2" DCW

1" DCW

WC-2

WC-1WHA-B

WC-2

WC-11 1/2" DCW

1 1/2" DCW

SH-1

3/4" DHW

1/2" DCW

3/4" DCW

1" DCW

3/4" DCW

3/4" DHWWHA-A WH

3/4" DCW

3/4" DCW

WHA-A

WH

3/4" DHWR3/4" DHWR

3/4" DHW3/4" DCW

WH

HB

EEW

WH

WH

3/4" DHWR3/4" DHW3/4" DCW

3/4" DCW

1" DCW

3/4" DCW

DHWP-1

3/4" DCW

TP-2

3/4" DCW

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


4/15/2013 12:07:57 PM

T. K

ARR

E

C. M

cAFE

E

J. B

UR

GER

4/17

/201

3

P-901

DO

MES

TIC

WAT

ER R

ISER

DIA

GR

AMS

4/17

/201

3T.

KAR

RE

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US


2. FOR CONNECTION SIZES TO INDIVIDUALFIXTURES SEE PLUMBING FIXTURESCHEDULE ON P-601.

NOTES:

THERMOSTATIC MIXING VALVE (SET TO 110° F).

1"ø DCW MAKE-UP FOR BOILER WATER SYSTEM.PROVIDE REDUCED PRESSURE PRINCIPLEBACKFLOW PREVENTER WITH RELIEF PIPED TOFLOOR DRAIN.

CALIBRATED BALANCE VALVE.

KEYED NOTES:

1

2

DOMESTIC WATER RISER DIAGRAMNOT TO SCALE

3

1

2

3

LAV-1

4"VTR

2"SS

SK-1

1 1/2"V

2"SS

LAV-1

2"SS

EWC-1

1 1/4"V

1 1/2"V

2"V2 1/2"V

2 1/2"V

2"SS

LAV-1

LAV-1

U-2

2"SSU-1

2"SS

WC-2

WC-2

4"SS

WC-1

WC-1

4"SS

2"V

1 1/2"V

1 1/2"V

2"V

2"V

1 1/2"V

1 1/2"V

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


4/15/2013 12:07:58 PM

T. K

ARR

E

C. M

cAFE

E

J. B

UR

GER

4/17

/201

3

P-902

WAS

TE A

ND

VEN

T R

ISER

DIA

GR

AMS

4/17

/201

3T.

KAR

RE

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US



3. DESIGNER OF RECORD TO COMPLETEDESIGN INCLUDING UNDERGROUNDPIPING, FLOOR DRAINS, MOP BASINS, ANDASSOCIATED VENT PIPING UPON SITELOCATION.

NOTES:

SANITARY WASTE AND VENT RISER DIAGRAMNOT TO SCALE

THIS SYSTEM SHALL BE A COMBINED FIRE ALARM / MASS NOTIFICATIONSYSTEM.

THE FIRE ALARM / MASS NOTIFICATION DRAWINGS ARE SCHEMATIC INNATURE AND SHOW A MINIMAL QUANTITY OF DEVICES. CONTRACTORSHALL DETERMINE THE FINAL QUANTITY AND LOCATION OF ALL DEVICES INACCORDANCE WITH THE SPECIFICATIONS, CONTRACT DRAWINGS, ANDMANUFACTURER'S WRITTEN RECOMMENDATIONS TO BE COMPLIANT WITHALL APPLICABLE CODES AND STANDARDS. ADDITIONAL DEVICES SHALL BEPROVIDED FOR A FULLY FUNCTIONING FIRE ALARM SYSTEM AS REQUIREDBY NFPA 72, UFC 3-600-01, UFC 4-021-01, AFI 91-203.

ALL SYSTEMS WHICH REQUIRE COORDINATION BETWEEN TRADES SHALLBE TO THE SATISFACTION OF THE CONTRACTING OFFICER AND AHJ. ANYDEFICIENCIES, INCONSISTENCIES, AND POORLY COORDINATEDINSTALLATIONS SHALL BE CORRECTED BY THE CONTRACTOR.

REFER TO FIRE SUPPRESSION DRAWINGS FOR ADDITIONAL INFORMATIONAND COORDINATION OF TAMPER SWITCHES, FLOW SWITCHES, PRESSURESWITCHES, LEVEL SWITCHES, ETC…

REFER TO LIFE SAFETY PLAN FOR LOCATION OF FIRE RATED BARRIERSAND LOCATION OF DOORS ON HOLD OPENS. WHERE HOLD OPEN DOORSARE NOTED ON THE LIFE SAFETY PLANS, PROVIDE SMOKE DETECTION ANDDOOR RELEASE IN ACCORDANCE WITH NFPA 72.

AIR HANDLING UNITS OVER 2,000 CFM SHALL BE PROVIDED WITH SUPPLYAND RETURN DUCT SMOKE DETECTORS. EXHAUST FANS DO NOT REQUIREDUCT SMOKE DETECTORS. REFER TO MECHANICAL PLANS FOR ADDITIONALREQUIREMENTS AND LOCATIONS.

ALL ELECTRICAL WORK SHALL COMPLY WITH SPECIFICATIONS, CONTRACTDRAWINGS, NEC (NFPA 70), NFPA 72, NFPA 101, AND APPLICABLE CODESAND STANDARDS. ALL GROUNDING SHALL COMPLY WITH NEC ARTICLE 250.

ALL CONDUITS SHALL BE CONCEALED IN WALLS, FLOOR SLABS ORCEILINGS UNLESS OTHERWISE INDICATED. EXCEPTION: CONDUIT SHALL BEALLOWED TO BE SURFACE MOUNTED ON BLOCK WALLS IN UNFINISHEDAREAS (E.G. MECHANICAL ROOM, ELECTRICAL ROOM, RISER ROOM).

CONDUIT SHALL BE SUPPORTED IN STRICT ACCORDANCE WITH THE NEC(E.G.10 FT INTERVALS AND 3 FT FROM TERMINATION). TENSION ONLYHANGERS ARE NOT PERMITTED (E.G. BATWINGS). TYPE OF CONDUITUTILIZED SHALL BE IN ACCORDANCE WITH THE ELECTRICALSPECIFICATIONS UNLESS OTHERWISE NOTED. FLEXIBLE CONDUIT IS ONLYPERMITTED FOR TERMINATION AT DEVICES MOUNTED ON PIPING ORSUBJECTED TO REMOVAL (E.G. FLOW SWITCHES, TAMPER SWITCHES,SPEAKERS AND STROBES MOUNTED IN REMOVABLE CEILINGS).

ALL CONDUCTORS SHALL BE CONSISTENTLY COLOR COORDINATEDTHROUGH THE SYSTEM IN RELATION TO DEVICES THEY FEED (E.G. SLC -BLACK/RED, STROBE - YELLOW/BLUE, SPEAKER - BLACK/BROWN).SHIELDING SHALL BE GROUNDED AT ONE END OF THE CIRCUIT. ALLCIRCUITS SHALL BE PROVIDED WITH LABELING AT POINT OF TERMINATION.

FIRE ALARM EQUIPMENT PANELS SHALL NOT BE USED AS RACEWAY FORROUTING POWER WIRING OR LOW VOLTAGE WIRING. ONLY WIRINGTERMINATING WITH THE PANEL SHALL BE ROUTED INTO THE PANEL.POWER WIRING AND POWER LIMITED WIRING SHALL BE SEPARATED BY AMINIMUM OF TWO INCHES WITHIN THE EQUIPMENT PANELS.

MOUNTING DEVICES IN THE FACP, FSCP, NAC BOOSTER PANELS, AMPBOOSTER PANELS, AND TRANSCEIVER PANELS WHICH ARE NOT UL LISTEDAS PART OF THE PANEL IS PROHIBITED (E.G. MOUNTING AN ADDRESSABLEINPUT MODULE IN A FACP IS NOT PERMITTED.)

ALL POWER SUPPLIES TO FACP, FSCP, NAC BOOSTER PANELS, AMPBOOSTER PANELS, AND TRANSCEIVER PANELS SHALL BE PROVIDED WITHTVSS. ALL SLC, NAC, OR IDC CIRCUITS ENTERING OR LEAVING THE BUILDINGSHALL BE PROVIDED WITH TVSS. EXCEPTION: CIRCUITS TO DEVICESMOUNTED DIRECTLY ON THE EXTERIOR OF THE BUILDING DO NOT REQUIRETVSS (E.G. EXTERIOR ALARM BELL). TVSS SHALL BE MOUNTED IN ASEPARATE ENCLOSURE (E.G. MOUNTING THE TVSS IN THE FACPENCLOSURE IS NOT PERMITTED).

GENERAL FIRE ALARM AND MASS NOTIFICATION NOTES:DESIGN CRITERIA:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

DEFINITIVE DESIGN NOTES DEFINITIVE DESIGN NOTES

FIRE ALARM / MASS NOTIFICATION LEGEND

FACP FIRE ALARM CONTROL PANEL

LOC LOCAL OPERATIONS CONSOLE

AMP AMPLIFIER

ABBREVIATIONS:

VS TAMPER SWTICH

SPEAKER / HORN

FSTROBE

WALL MOUNTED LOUD SPEAKER

ANTENNA

AIMADDRESSABLE INPUT MODULE

AOMADDRESSABLE OUTPUT MODULE

GROUND

TVSS TRANSIENT VOLTAGE SURGE SUPPRESSOR

MNS MASS NOTIFICATION CONTROL PANEL

P = PHOTOELECTRIC

M = MASS NOTIFICATION, AMBER LABELED"ALERT"F = FIRE ALARM NOTIFICATION, CLEAR,LABELED "FIRE"

R = RETURNS = SUPPLY

PCEILING MOUNTED SMOKE DETECTOR

RIN-DUCT PHOTOELECTRIC SMOKE DETECTOR

FTRMNS

MASS NOTIFICATIONTRANSMITTER/TRANSCEIVER

FPC FIRE PUMP CONTROL (BY DIVISION 21)

MIC MICROPHONE

NAC NOTIFICATION APPLIANCE CIRCUIT BOOSTERPOWER SUPPLY

BATT SECONDARY POWER SUPPLY (BATTERY)

WF WATER FLOW SWITCH

P MANUAL FIRE ALARM PULL STATION

PS PRESSURE SWITCH (BY DIVISION 23)

SUPERVISED DISCONNECT

PACP

SIM

PREACTION RELEASING PANEL

SIMULATOR CONTROL SYSTEM

ESR ELEVATOR SYSTEM RECALL PANEL (BYDIVISION 14)

ASFP AIR SAMPLING CONTROL DETECTOR PANEL

SPEAKER / HORN STROBE COMBINATION

SOL SOLENOID

WP = WEATHER PROOFWP


SECTION, DETAIL OR ELEVATION TITLE

PLATE NUMBER WHERE SECTION,DETAIL OR ELEVATION IS TAKEN

SECTION, DETAIL OR ELEVATIONIDENTIFICATION MARK

AHJ AUTHORITY HAVING JURISDICTIONCFM CUBIC FEET PER MINUTEIDC INITIATING DEVICE CIRCUITMNS MASS NOTIFICATION SYSTEMNAC NOTIFICATION APPLIANCE CIRCUITNEC NATIONAL ELECTRICAL CODESLC SIGNALING LINE CIRCUITTYP TYPICALUL UNDERWRITERS LABORATORIES

1. AUDIBLE NOTIFICATION SHALL BE PROVIDED FOR ALL AREAS ANDROOMS THROUGHOUT THE FACILITY. THE FOLLOWING DESIGNCRITERIA SHALL BE ACCOMPLISHED WITH ALL DOORS, FIRE SHUTTERS,AND WINDOWS CLOSED. WHERE THIS DESIGN CRITERIA IS NOTACCOMPLISHED DURING COMMISSIONING, THE CONTRACTOR SHALLPROVIDE ADDITIONAL DEVICES TO MEET THE MINIMUM DESIGNCRITERIA REQUIREMENTS AT NO ADDITIONAL COST. AS-BUILTDRAWINGS SHALL DEMONSTRATE THE ADDITIONAL DEVICES AND/ORMODIFICATIONS TO THE INSTALLED DEVICES DO NOT EXCEED THELIMITATIONS OF THE FACP, NAC BOOSTER PANEL, OR AMP BOOSTERPANEL (PLUS ANY ADDITIONAL SAFETY FACTORS OR LIMITATION).

2. A SPEAKER/HORN IS NOT REQUIRED IN EVERY ROOM, HOWEVERSPEAKER PERFORMANCE MUST ADHERE TO THE SOUND POWER ANDINTELLIGIBILITY CRITERIA WITHIN THE SPECIFICATIONS, CONTRACTDRAWINGS, NFPA 72, AND UFC 4-021-01.

3. THE SOUND POWER OF THE AUDIBLE NOTIFICATION SHALL BE AMINIMUM OF 70 DBA AND 15 DBA OVER THE AMBIENT CONDITIONS ATTHE MOST REMOTE LOCATION WITHIN THE ROOM OR AREA. THESOUND POWER SHALL BE MEASURED OFF THE TEMPORAL PATTERNPROCEEDING EACH VOICE MESSAGE. THE FOLLOWING CRITERIASHALL BE UTILIZED FOR REVIEW AND APPROVAL OF SHOP DRAWINGS.THE ACTUAL PERFORMANCE AT FINIAL TESTING SHALL BE USED FORSYSTEM ACCEPTANCE.

A. THE SOUND POWER SHALL BE REDUCED BY 6 DBA EACH TIME THE DISTANCE BETWEEN THE APPLIANCE AND THE LISTENER IS DOUBLED. STARTING DISTANCE IS PER MANUFACTURER'S DATASHEET, TYPICALLY 10 FT.

B. THE SOUND POWER SHALL BE REDUCED IN ACCORDANCE WITH THE MANUFACTURER'S DATASHEET FOR SOUND POWER DISTRIBUTION NOT PERPENDICULAR TO THE SPEAKER FACE. REFER TO MANUFACTURER'S TYPICAL SOUND OUTPUT DISTRIBUTION DIAGRAM.

C. A 15 DBA LOSS SHALL BE ASSUMED THROUGH A STANDARD CLOSED DOOR.

4. INTELLIGIBILITY SHALL MEET THE FOLLOWING CRITERIA:

A. NORMALLY UNOCCUPIED ROOMS SHALL BE CONSIDERED STORAGE ROOMS, MECHANICAL ROOMS, RISER ROOMS, ELECTRICAL ROOMS, JANITOR ROOMS, COMMUNICATION CLOSETS, ELEVATOR MACHINE ROOMS. ALL OTHER ROOMS SHALL BE CONSIDERED NORMALLY OCCUPIED.

B. IN ROOMS WITH ACOUSTICAL CEILINGS, A CIS SCORE OF 0.80 SHALL BE ACHIEVED IN THE MOST REMOTE AREA OF THE ROOM AT 5 FT ABOVE FINISHED FLOOR.

C. IN NORMALLY OCCUPIED ROOMS WITH HARD CEILINGS AND WALLS, AN OCCUPANT MAY TRAVEL UP TO 33 FT THROUGH UNRESTRICTED ACCESS TO REACH AN AREA OF 0.80 CIS.

D. IN NORMALLY UNOCCUPIED ROOMS AN OCCUPANT MAY TRAVEL UP TO 50 FT THROUGH UNRESTRICTED ACCESS TO REACH AN AREA OF 0.80 CIS.

5. PROVIDE ON THE EXTERIOR WEATHER PROOF SPEAKER SERVINGEXTERIOR COMMON AREAS SUCH AS COURTYARDS, BREAK AREAS,SMOKING AREA, SIDEWALKS LEADING TO A PUBLIC STREET. EXTERIORSPEAKERS SHALL MEET A MINIMUM OF 70 DBA AND 15 DBA OVERAVERAGE AMBIENT CONDITIONS, WITH A CIS SCORE OF 0.80 AT 15 FTFROM THE DOOR.

6. LOCATE SMOKE DETECTOR OVER FACP, NAC, AMP, FTR AND PACPPANEL.

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US

4/16/2013 1:29:29 PM

C. C

AHIL

L

D. P

ETER

SON

M. R

IVER

S

4/17

/201

3

EP14

FA-0

01

FA-001

FIR

E AL

ARM

SYM

BOLS

,LE

GEN

D A

ND

ABB

REV

IATI

ON

S4/

17/2

013

C. C

AHIL

L

KC-

46A

FUSE

LAGE

TRA

INER

NO

SC

ALE

UP

UP

PROVIDE CEILING MOUNTED SPEAKERTHROUGHOUT AREA TO ACHIVE DESIGNCRITERIA.

PROVIDE CEILING MOUNTED SPEAKERS ANDWALL MOUNTED STROBES THROUGHOUTAREA TO ACHIVE DESIGN CRITERIA.

PROVIDE CEILING MOUNTED SPEAKERSAND STROBES THROUGHTOUT AREA TOACHIVE DESIGN CRITERIA.

A

B

C

G

1 2 3 4 5 6 7

E

D

F

FUSELAGETRAINER

113

MECH109

ELEC112

BRIEF106

CLASSROOM100

VEST101

BRIEF104

S WP

LOC

FIRE PUMP ROOM114

COMM111

CORR102

BREAK ROOM-1103-1

MEN'S TOILET105

WOMEN'S TOILET108

JAN107

ANN

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US

4/16/2013 1:29:33 PM

C. C

AHIL

L

D. P

ETER

SON

M. R

IVER

S

4/17

/201

3

EP14

FA-1

01

FA-101

FIR

E AL

ARM

AN

D M

ASS

NO

TIFI

CAT

ION

PLA

N4/

17/2

013

C. C

AHIL

L

KC-

46A

FUSE

LAGE

TRA

INER

0 4' 8' 16'

SCALE:1/8"=1'

N

NOTES:

1. REFER TO THE FIRE ALARM LEGEND FORGENERAL NOTES, DESIGN CRITERIA,ABBREVIATIONS AND SYMBOLS.

KEYED NOTES:

MONITOR FLOW SWITCHES AND TAMPER SWITCHESAS OUTLINED ON THE FIRE SUPPRESSION SINGLELINE RISER DIAGRAM 3 ON SHEET FP-001.

HORN STROBE OVER FDC SEE FP-101 FOR FDCLOCATION

1

1 FIRE ALARM - FIRST FLOOR

1

NAC FACP

AMPFSCP

FTR

2

2

1/8"

= 1

'

FLO

OR

TO

CEI

LIN

G H

EIG

HT

MAXIMUM DISTANCE BETWEENSPEAKERS SHALL NOT EXCEED TWOTIMES THE HEIGHT OF THE CEILINGOR 20 FT. WHICHEVER IS GREATER

MAXIMUM DISTANCE TO WALLSHALL NOT EXCEED THE HEIGHTOF THE CEILING OR 10 FT.WHICHEVER IS GREATER

3' (MIN) 4" (MIN)

12" (MAX)

4" (MIN)

FOR CEILING HEIGHTS LESS THAN 86"THE VISUAL LENS MOUNTING HEIGHT SHALL BE

WITHIN 6" OF THE CEILING

TO EXITDOOR

5' (MAX)

48" MAX42" MIN

MORE THAN TWOAPPLIANCES IN ANY

FIELD OF VIEW SHALLBE SYNCHRONIZED

96" M

AX80

" MIN

DETECTORSNEVER HERE

WALLMOUNTED

SMOKE/HEATDETECTOR

CEILINGMOUNTED

SMOKE/HEATDETECTOR

SUPPLY ORRETURNDIFFUSER

6" MIN BELOWFINISHEDCEILING

90" MIN AFF (OTHER MOUNTING HEIGHTSSHALL BE PERMITTED WHEN APPROVEDBY THE AHJ, PROVIDING IT MEETS THE

SOUND LEVEL OUTPUT REQUIRED.)

CEILING

FINISHED FLOOR

MAGNETICDOOR

HOLDER

VISUAL WALLMOUNTEDAPPLIANCE

AUDIBLEONLYWALL

MOUNTEDAPPLIANCE

MINIMUM 12"FROM LIGHT

SWITCH

PULLSTATIONSSHALL NOTBELOCATEDBEHINDDOORSWINGS.

P

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US

4/16/2013 1:29:36 PM

C. C

AHIL

L

D. P

ETER

SON

M. R

IVER

S

4/17

/201

3

EP14

FA-5

01

FA-501

FIR

E AL

ARM

DET

AILS

4/17

/201

3C

. CAH

ILL

KC-

46A

FUSE

LAGE

TRA

INER

D7

TYPICAL MASS NOTIFICATION SPEAKERSPACINGD1 TYPICAL DEVICE MOUNTING DETAIL

NOT TO SCALE NOT TO SCALE

NO

SC

ALE

FACP/MNS

TVSS

120V

FTR

TVSS

120V

BATT

NOTES: KEYED NOTES:

MOUNT RADIO TRANSCEIVER ANTENNA PERMANUFACTURERS RECOMMENDATION

PROVIDE DIRECT SHUTDOWN OF AIR HANDLINGEQUIPMENT

PROVIDE SUPPLY AND RETURN SMOKE DETECTORS INAIR HANDLING UNITS GREATER THAN 2000 CFM

REFER TO FIRE ALARM PLANS FOR QUANTITY AND/ORLOCATION

PROVIDED BY TRAINER CONTRACTOR

1

2

3

4

5

6

7

7

1

3

2

4

P

8

BATT

COORDINATE GROUNDING METHOD WITH ELECTRICALENGINEER

8

LIGHTNING ARRESTOR KIT

PROVIDE #6 AWD TO BUILDING COUNTERPOISE

PROVIDE LOC PANEL AS SHOWN ON DRAWINGS

PROVIDED BY PUMP CONTRACTOR IF PUMP IS REQUIRED

AIM AIM

VSWF

AOM AOM

REFER TO THE FIRE ALARM LEGEND FOR GENERALNOTES, DESIGN CRITERIA, ABBREVIATIONS, ANDSYMBOLS.

THE FIRE ALARM RISER SHOWS THE INTENT OF THEFIRE ALARM INFRASTRUCTURE. NOT ALL DEVICES ARESHOWN. CONTRACTOR SHALL PROVIDE THE QUANTITYOF DEVICES AS REQUIRED TO COMPLY WITH NFPA 72,UFC 3-600-01, UFC 4-021-01 AND CONTRACTDOCUMENTS.

EACH FLOW AND TAMPER SWITCH SHALL REPORT BACKTO THE ALARM CONTROL PANEL WITH A SEPARATEADDRESS. GROUPED SWITCHES ON ONE ADDRESS ARENOT ACCEPTABLE.

1.

2.

3.

S

NACBATT

TVSS F

120V

LOC

AMPBATT

TVSS

120V

S

MIC

9

M

10

P

SWP

AIM

FPC

6

QUANTITY AND/OR LOCATION PER CONTRACTOR DESIGN TOMEET DESIGN CRITERIA

HORN STROBE OVER SPRINKLER FDC

SMOKE DETECTION AT ALL AMP, NAC, FACP, AND FTR.

TO TRAINER FIRE ALARM NOTIFICATION DEVICES

FINAL QUANTITY IN ACCORDANCE WITH FIRE ALARM MATRIX

11

12

13

14

15

REFER TO FIRE SUPPRESSION DRAWINGS FORLOCATIONS

16

11 9

11 9

15

5

1616

13 11

16

9

S

M

F 14 10

16 12

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US

4/16/2013 1:29:38 PM

C. C

AHIL

L

D. P

ETER

SON

M. R

IVER

S

4/17

/201

3

EP14

FA-6

01

FA-601

FIR

E AL

ARM

RIS

ER4/

17/2

013

C. C

AHIL

L

KC-

46A

FUSE

LAGE

TRA

INER

1 FIRE ALARM - MASS NOTIFICATION RISERNOT TO SCALE

NO

SC

ALE

SHU

T-D

OW

N A

SSO

CIA

TED

AIR

HAN

DLI

NG

EQU

IPM

ENT

FIRE ALARM CONTROL PANEL (FACP) FUNCTIONAL MATRIX

ANNUNCIATIONAT LOCAL PANEL

NOTIFICATION AUXILIARYFUNCTION

AUD

IO-V

ISU

AL F

IRE

ALAR

M IN

DIC

ATIO

NBY

DEV

ICE/

ZON

E

AUD

IO-V

ISU

AL T

RO

UBL

E IN

DIC

ATIO

N B

YD

EVIC

E\ZO

NE

AUD

IO-V

ISU

AL S

UPE

RVI

SOR

YIN

DIC

ATIO

N B

Y D

EVIC

E\ZO

NE

CO

MM

ON

ALA

RM

SIG

NAL

TO

FIR

ED

EPAR

TMEN

T

CO

MM

ON

TR

OU

BLE

CO

ND

ITIO

N T

OFI

RE

DEP

ARTM

ENT

CO

MM

ON

SU

PER

VISO

RY

SIG

NAL

TO F

IRE

DEP

ARTM

ENT

ALARM CONDITIONS1

AC POWER FAILURELOW BATTERYOPEN CIRCUIT FAULTGROUND FAULTNOTIFICATION APPLIANCE COMMON TROUBLE

TROUBLE CONDITIONS

AMPLIFIER COMMON TROUBLE

SUPERVISORY SIGNALSSPRINKLER SYSTEM TAMPER SWITCH

ACTI

VATE

FD

C H

OR

N\S

TRO

BE

FAC

ILIT

Y FI

RE

ALAR

M A

UD

IO-V

ISU

ALSI

GN

AL

PUMP RUNNING*PUMP LOSS OF POWER*

OVE

R R

IDE

FIR

E AL

ARM

AU

DIO

-VIS

UAL

SIG

NAL

IN-DUCT SMOKE DETECTOR

MANUAL PULL STATIONFLOW SWITCH - WET-PIPE SYSTEM

MASS NOTIFICATION INPUT

COMPONENT COMMON TROUBLE

PUMP PHASE REVERSAL*PUMP ROOM TEMPERATURE MONITORING*NOTIFICATION APPLIANCE COMMON SUPERVISORYAMPLIFIER COMMON SUPERVISORYCOMPONENT COMMON SUPERVISORY

ZONE

UN

IQU

E ZO

NE

CO

UN

T TO

BE

TRAN

SMIT

TED

THR

OU

GH

MO

NAC

O S

YSTE

M

MAS

S N

OTI

FIC

ATIO

N A

NN

OU

NC

EMEN

T

3

11

3

X

XX

X

X

X

XX

XX

XX X

X X

22222

22

XXXXXXX

XXXXXXX

X

XXXXXXX

X

XXXXXXX

SMOKE DETECTOR OVER PANELS

*IF PUMP IS REQUIRED

X

3

3333333

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US

4/16/2013 1:29:40 PM

C. C

AHIL

L

D. P

ETER

SON

M. R

IVER

S

4/17

/201

3

EP14

FA-6

02

FA-602

FIR

E AL

ARM

MAT

RIX

4/17

/201

3C

. CAH

ILL

KC-

46A

FUSE

LAGE

TRA

INER

1 FIRE ALARM PANEL MATRIX

NO

SC

ALE

3. FINAL DESIGN REQUIREMENTS (DEVICE QUANTITY, SIZE, AND LOCATIONS) ARE THE SOLERESPONSIBILITY OF THE CONTRACTOR AND DESIGNER OF RECORD (DOR). DRAWINGSINDICATE MINIMUM REQUIREMENTS; THE DOR WILL BE RESPONSIBLE FOR VERIFYING ANDCOORDINATING FINAL DESIGN REQUIREMENTS WITH APPLICABLE DOD DESIGN REFERENCEDOCUMENTS, CODES, AND USER REQUIREMENTS.

FOR INFORMATION ONLY: FLOW TEST*

DATE:TIME:STATIC:RESIDUAL:FLOW:

DD/MM/YY14HH:MMXX PSIXX PSIXXXX GPM

4. THE FIRE PROTECTION CONTRACTOR SHALL PERFORM, AND SUBMIT, A HYDRANT FLOW TESTIN ACCORDANCE WITH NFPA 291 AND HYDRAULICALLY DESIGN THE SYSTEMS BASED ON THEMOST RESTRICTIVE FLOW TEST INFORMATION AVAILABLE. HYDRAULIC CALCULATIONS SHALLINCORPORATE A SAFETY FACTOR EQUAL TO 10% OF THE PRESSURE.

5. DESIGN AREAS SHALL BE INCREASED 30% WHERE CEILINGS SLOPE IS GREATER THE 1:10.

FIRE SERVICE SIZE, FIRE PUMP REQUIREMENT AS WELL AS ENTRANCE AND RISERLOCATION TO BE DETERMINED AFTER SITE SELECTION IS DETERMINED.

6.

*TO BE DETERMINED AFTER SITE SELECTION

FIRE PROTECTION ABBREVIATIONS

AFFASFL(M)NCNO(S)SQ FT

ABOVE FINISHED FLOORAUTOMATIC SPRINKLERFIRE LINEMECHANICALLY SUPERVISENORMALLY CLOSEDNORMALLY OPENELECTRICALLY SUPERVISEDSQUARE FOOT

FIRE PIPE LINE DESIGNATIONS

FIRE PROTECTION PIPE

UNDERGROUNDFIRE PROTECTION PIPE

SITE DEPENDENT PIPING

(3) 2 1/2" HOSE BACKFLOW OR PUMPHEADER CONNECTIONS

FIRE DEPARTMENT CONNECTIONWITH 2 1/2" OUTLETS

AUTOMATIC AIR VENT

OUTSIDE SCREW & YOKE VALVE (S)

BACK FLOW PREVENTER

CHECK VALVE

PRESSURE GAUGE

DRAIN VALVE

BALL DRIP VALVE

SIGHT GLASS

FLOW DETECTOR/SWITCH

PIPE CONTINUATION

SYMBOL LEGEND

PRIMING SUPPLY RESTRICTION

AUTOMATIC DRAIN VALVE

PRESSURE RELIEF VALVE

JPC

FPC

JOCKEY PUMP CONTROLLER

FIRE PUMP CONTROLLER

PUMPJ = JOCKEY PUMPF = FIRE PUMP


SECTION, DETAIL OR ELEVATION TITLE

PLATE NUMBER WHERE SECTION,DETAIL OR ELEVATION IS TAKEN

SECTION, DETAIL OR ELEVATIONIDENTIFICATION MARK

DETAIL CALLOUT SYMBOL

PLATE NUMBER WHEREDETAIL IS DRAWN

DETAILNUMBER A1

FP-001

FIRE PROTECTION DESIGN CRITERIA

APPLICABLE CODES AND STANDARDS:

A.

B.

C.

D.E.

F.

NFPA 13

NFPA 20

NFPA 24

NFPA 72UFC 3-600-01

AFI 91-203

FIRE SUPPRESSION GENERAL NOTES

1. PROVIDE ALL NECESSARY COMPONENTS FOR A WET-PIPE AND DOUBLEINTERLOCK PREACTION SYSTEM. CONTRACTOR SHALL PROVIDEADDITIONAL COMPONENTS AND MODIFICATIONS AS REQUIRED TO PROVIDEA FULLY FUNCTIONING FIRE SUPPRESSION SYSTEM.

2. ALL SYSTEMS WHICH REQUIRE COORDINATION BETWEEN TRADES SHALLBE TO THE SATISFACTION OF THE CONTRACTING OFFICER AND THE BASEFIRE MARSHAL. ANY DEFICIENCIES, INCONSISTENCIES, OR POORLYCOORDINATED INSTALLATIONS SHALL BE CORRECTED BY THECONTRACTOR AT NO EXTRA COST TO THE GOVERNMENT.

STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS,2013 EDITIONSTANDARD FOR THE INSTALLATION OF STATIONARY FIREPUMPS, 2013 EDITIONSTANDARD FOR PRIVATE SERVICE MAINS AND THEIRAPPURTENANCES, 2013 EDITIONNATIONAL FIRE ALARM AND SIGNALING CODE, 2013 EDITIONDESIGN: FIRE PROTECTION ENGINEERING FOR FACILITIES, 2013EDITION CHANGE 3.AIR FORCE CONSOLIDATED OCCUPATIONAL SAFETYINSTRUCTION, (2012)


TO RISER DRAINS

MAIN DRAIN

SPLASH BLOCKF

FINISHED FLOOR

EXTERIORWALL

TO WET SYSTEM

(S) (S) (S)

J

(S)

A1FP-001

A3FP-001

(S)

TO TRAINING DEVICE PIPINGBY DEVICE CONTRACTOR

TO WET SYSTEM

TO HEADER

TO MAINDRAIN

J

F

JPC

FROM SUPPLY

TO SYSTEM(S)

(S)

(S)

(S)

(S)(S)

FPC

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US

4/16/2013 1:29:42 PM

C. C

AHIL

L

D. P

ETER

SON

M. R

IVER

S

4/17

/201

3

EP14

FP-0

01

FP-001

FIR

E SU

PPR

ESSI

ON

RIS

ERS,

NO

TES

AND

SYM

BOLS

4/17

/201

3C

. CAH

ILL

KC-

46A

FUSE

LAGE

TRA

INER

A6 FIRE RISER DIAGRAMA1 WET RISER DIAGRAMA3 FIRE PUMP DIAGRAM

NOT TO SCALE NOT TO SCALE NOT TO SCALE

UP

UP

A

B

C

G

1 2 3 4 5 6 7

E

D

F

FUSELAGETRAINER

113

MECH109

ELEC112

BRIEF106

CLASSROOM100

VEST101

BRIEF104

1

BREAK ROOM-1103-1 CORR

102

WOMEN'S TOILET108

MEN'S TOILET105

JAN107

COMM111

FIRE PUMP ROOM114

2

HC-2

HC-1 WET

SYSTEM TYPEDENSITYGPM FT PERSPRINKLER

HOSEDEMANDGPM

WET

0.10

0.20

1,500

2,500

225

130

250

250

FIRE PROTECTION SPRINKLER SYSTEM DESIGN CRITERIA SCHEDULE

HATCHDESIGNATION

HAZARDCATEGORIES

REMOTEAREA, SF

AREA MAXSQ FT PERSPRINKLER

CEILINGHEIGHT(FEET)

0 - 30

0 - 60

DURATIONMIN

60

60

GENERAL NOTES1. REFER TO DRAWING FP-000 FOR LEGEND, DETAILS AND

ABBREVIATIONS.

KEYED NOTES

FIRE DEPARTMENT CONNECTION LOCATION TO BEDETERMINED BY LOCAL AHJ AFTER SITE SELECTION ISDETERMINED.

PROVIDED A VALVED CONNECTION FOR THE INSIDEAND UNDER BODY FUSELAGE COMPONENTS.

1

2

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


DEFI

N ITI

VE D

ESIG

NBA

SE X

, CO N

US

4/16/2013 1:29:46 PM

C. C

AHIL

L

D. P

ETER

SON

M. R

IVER

S

4/17

/201

3

EP14

FP-1

01

FP-101

FIR

E SU

PPR

ESSI

ON

PLA

N4/

17/2

013

C. C

AHIL

L

KC-

46A

FUSE

LAGE

TRA

INER

0 4' 8' 16'

SCALE:1/8"=1'

1 FIRE PROTECTION - FIRST FLOOR

N

SYMBOLS - LIGHTING PLAN

SYMBOL MODIFIERS

CEP OR EXPFGFIIGPWWPIU

SYMBOLS - POWER PLAN

C

E

SYMBOLS - ONE-LINE DIAGRAM

CONNECTION

SEPARABLE CONNECTOR OR CONNECTIONFOR DRAWOUT ASSEMBLIES

MANHOLE

FUSED DISCONNECT SWITCH

TRANSFORMER

GROUND

DELTA - WYE TRANSFORMER CONNECTION

DIGITAL METER

SURGE PROTECTION DEVICE

VARIABLE FREQUENCY DRIVE

SHUNT TRIP

KILOWATT HOUR METER

VOLTMETER SELECTOR SWITCH

AMMETER SELECTOR SWITCH

VOLTMETER

AMMETER

CIRCUIT BREAKER

SWITCH

DISCONNECT SWITCH

SPECIAL RECEPTACLE

PANELBOARD (PANELBOARD NAMED 'P11')

NAMING CONVENTION:

P11EQUIPMENT NUMBERBUILDING LEVELEQUIPMENT TYPE:

H 480Y/277V GENERALP 208Y/120V GENERALT TRANSFORMER

MDP MAIN DISTRIBUTION PANEL

LIGHTNING ARRESTOR

DM

Y

P11

KWH

V

START/STOP, MOMENTARY CONTACTPUSHBUTTON SWITCH

D30/F30

TYPE (D=DISCONNECT, S=STARTER,MS=MOTOR RATED SW)

AMPACITY

FUSE SIZE (IF INDICATED)

J

J

RECEPTACLES (NEMA 5-20R UON)

RECESSED SIMPLEX

RECESSED DUPLEXTV=COORDINATE WITH TV LOCATION

RECESSED QUAD

DUPLEX, CEILING MTD

SPECIAL (REFER TO DRAWINGS FOR NEMACONFIGURATION)

FLOORBOX: QUAD RECEPT. / COMM(REFER TO COMM DETAILS FOR

FACEPLATE TYPE)

JUNCTION BOXES

RECESSED JBOX, WALL MTD

SURFACE JBOX, WALL MTD

JBOX RECESSED IN FLOORD: INDICATES DOGHOUSE

JBOX MTD ABOVE CEILING(UNLESS OTHERWISE INDICATED)

MECHANICAL EQUIPMENT CONNECTION

J

J

M

DISCONNECT SWITCHES (NEMA 1, 30A/3P, 480V UON)

FUSED DISCONNECT SWITCH

COMBO MOTOR STARTER/DISCONNECT

MOTOR-RATED SWITCH (120V ONLY)MPOWER DEVICES GENERAL INFORMATION

LP-x

[EF-x]J

PANELBOARD - CIRCUIT

EQUIPMENT IDENTIFICATION(JBOXES ONLY)

ANY RECEPTACLE OR JBOX LISTED ABOVE(OR)

CONDUIT

WIRE IN CONDUIT, RUN CONCEALED ABOVECEILING OR IN WALL (WHEN INDICATED)

WIRE IN CONDUIT, ROUTE EXPOSED(WHEN INDICATED)

WIRE IN CONDUIT ROUTE BELOW GRADE ORFLOOR SLAB

EXISTING WIRE IN CONDUIT TO BE DEMOLISHEDAND REPLACED WITH NEW

ELECTRICAL DUCTBANK

COMMUNICATIONS DUCTBANK

RECESSED IN CEILINGEXPLOSION PROOFRECESSED IN FLOORGROUND FAULT CIRCUIT INTERRUPTERISOLATED GROUNDPILOT LIGHT (INDICATING SWITCH IS ON)WALL MOUNTED, 48" AFFWEATHERPROOF IN USE

LINEAR FLUORESCENT FIXTURE

EXTERIOR WALL-MOUNTED FIXTURE

DOWNLIGHT OR PENDANT FIXTURE

EXTERIOR POLE-MTD FIXTURE

EXIT SIGNS, CEILING: ARROW INDICATESEGRESS

EXIT SIGNS, WALL: ARROW INDICATES EGRESS

FIXTURE TYPE

a

F1E

'E' DENOTES EMERGENCY BALLAST

LOWER CASE LETTER DENOTES SWITCH'LEG'. THE SWITCH WITH SAME LETTEROPERATES THIS FIXTURE

LP-1

PANELBOARD - CIRCUIT NUMBER

S3 a

SWITCH 'LEG'DESIGNATION

DEMARCATIOND: DIMMERDL: DAY LIGHT CONTROL SWITCHK: KEYED TM: TIMEROC: OCCUPANCY SENSOR3: 3-WAY4: 4-WAY

NOTE: NO DEMARCATION OR SWITCH 'LEG'INDICATES THAT THE SWITCH CONTROLS ALLOF THE FIXTURES WITHIN THE SAME ROOM

LIGHTING FIXTURES (REFER TO DRAWINGS FOR SIZES)

FIXTURE GENERAL INFORMATION

LIGHTING CONTROL DEVICES GENERAL INFORMATION

TOGGLE SWITCH

MH

SPD

VFD

ST

VS

AS

A

LIGHTING FIXTURE SHAPES VARY ON DRAWINGSREFER TO FIXTURE SCHEDULE FOR FIXTURE TYPE DIMENSIONS

SURFACE SIMPLEX

SURFACE DUPLEX

SURFACE QUAD

CLASSROOM101

CTRL: LC_

ROOM / SPACE TAG

LIGHTING CONTROL TYPE DESIGNATIONSLC0: LOCAL ON/OFF SWITCH CONTROL ONLY.LC1: LOCAL OCCUPANCY SENSOR CONTROL WITH

ON/OFF SWITCH OVERRIDE.LC2: LOCAL OCCUPANCY SENSOR CONTROL WITH

FULL- RANGE DIMMING.LC3: OCCUPANCY SENSOR WITH SENSOR

CONNECTED TO RELAY PANEL.LC4: DAYLIGHT SENSOR CONTROL WITH MULTI-LEVEL

SWITCHING AND ON/OFF.AUTO SWITCHCONTROL.

LC5: ALWAYS ON, CONTROLLED BY CIRCUIT BREAKERONLY.

GROUNDING DEVICES GENERAL INFORMATION

GROUND ROD

EXOTHERMIC WELD

GROUNDING CONDUCTOR

GROUND BUSBAR

GROUND TEST WELL

S

MATRIX OF RESPONSIBILITIES

GFG

I

CFC

I

ELEC

TRIC

UTI

LITY

(SU

B TO

GC

OR

ES)

POWER

SERVICE TRANSFORMER ANDCONCRETE PAD X

MANHOLES AND HANDHOLES X

PRIMARY CABLES AND TERMINATIONS X

PRIMARY AND SECONDARYDUCTBANKS X

SECONDARY CABLES ANDTERMINATIONS X

NOTES

1. NOT ALL SYSTEM COMPONENTS ARE LISTED ABOVE.CONTRACTOR SHALL FURNISH AND INSTALL ALL OTHERCOMPONENTS AS INDICATED ON DRAWINGS AND INSPECIFICATIONS. ONLY SYSTEM COMPONENTS WHICHCOMMONLY REQUIRE CLARIFICATION ARE LISTED ABOVE.

ABBREVIATIONS

GFGI GOVERNMENT-FURNISHED, GOVERNMENT-INSTALLEDCFCI CONTRACTOR-FURNISHED, CONTRACTOR-INSTALLEDES ELECTRICAL SUBCONTRACTORGC GENERAL CONTRACTOR

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


12"

= 1

'-0"

4/16/2013 10:52:31 AM

C. S

ANBO

RN

R.T

HO

MPS

ON

T. T

OD

4/17

/201

3

EP14

E-00

1

E-001

ELEC

TRIC

AL S

YMBO

LSLE

GEN

D -

1 O

F 2

4/17

/201

3C

. SAN

BOR

N

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

EXIT

NOTE 4

NO

TE 1

NOTE 2

SINK ORBASIN

CEILING

FINISHEDFLOOR

DEVICE MOUNTING NOTES:

1.

2.

3.

4.

5.

6.

7.

COORDINATE ABOVE COUNTER DEVICES AND RECEPTACLES WITH CASEWORK ORCOUNTERS SUCH THAT THE DEVICES AND RECEPTACLES ARE LOCATED AT +42" AFF OR 6"ABOVE THE COUNTERTOP OR BACKSPLASH, WHICHEVER IS HIGHER.

ALL RECEPTACLES INSTALLED WITHIN 6'-0" OF ANY SINK OF BASIN SHALL HAVE GFIPROTECTION. DO NOT INSTALL RECEPTACLES WITHIN 12" OF THE EDGE OF A SINK ORBASIN.

COORDINATE WITH THE COMMUNICATIONS DRAWINGS TO ENSURE THAT A DUPLEXRECEPTACLE IS INSTALLED WITHIN 18" HORIZONTAL TO ALL VOICE/DATA DEVICELOCATIONS.

SWITCHES AND OTHER FLUSH WALL-MOUNTED DEVICES SHALL BE MOUNTED WITHIN 16"OF DOORFRAME. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR DOORS WITHADJACENT SIDELIGHTS. WHERE DEVICES ARE SHOWN ADJACENT TO THE DOOR ON THEHINGE-SIDE OF THE DOOR, AND THE DOOR SWINGS IN A MANNER THAT SHALL BLOCK THEDEVICE, MOUNT THE DEVICE 12" BEYOND THE DOOR SWING. COORDINATE ROUGH-INLOCATIONS WITH DIV. 27 AND 28 DEVICES AS WELL. COORDINATE MOUNTING LOCATIONWITH OTHER TRADES TO ENSURE A UNIFORM MOUNTING AND AESTHETICALLY-PLEASINGAPPEARANCE.

MOUNTING HEIGHT INDICATED IN LEGEND AND ON THE DRAWINGS SHALL BE THE DISTANCEMEASURED FROM THE CENTER OF THE DEVICE TO THE FINISHED FLOOR.

COORDINATE CATV AND POWER OUTLET LOCATIONS WITH TV LOCATIONS.

PROVIDE 2" CONDUIT BETWEEN TV AND WALL INPUT LOCATION FOR VIDEO CABLE.

NOTE 3

"18

"

"48

16

S F

"

" 6

12

TYPICAL DEVICE MOUNTING DETAIL

"80

NOTE 5

GENERAL NOTES

ALL CONDUCTORS SHALL BE RUN IN CONDUIT, AND ALLCONDUIT SHALL BE CONCEALED UNLESS OTHERWISENOTED ON THE DRAWINGS.

ALL EXISTING AND NEW SWITCHBOARDS ANDPANELBOARDS SHALL BE FIELD MARKED TO WARNQUALIFIED PERSONS OF POTENTIAL ELECTRIC ARCFLASH HAZARD IN ACCORDANCE WITH NFPA 70 AND 70E.

ELECTRICAL SUBCONTRACTOR SHALL COORDINATEWITH MECHANICAL CONTRACTOR REGARDINGELECTRICAL REQUIREMENTS OF ACTUAL EQUIPMENTPROVIDED.

MOUNTING HEIGHT FOR LIGHT FIXTURES SHALL BE FROMTHE BOTTOM OF FIXTURES TO THE FINISHED FLOOR.

ALL SYSTEMS THAT REQUIRE COORDINATION BETWEENTRADES SHALL BE TO THE SATISFACTION OF THECONTRACTING OFFICER. ANY DEFICIENCIES,INCONSISTENCIES, OR POORLY COORDINATEDINSTALLATIONS SHALL BE CORRECTED BY THECONTRACTOR AT NO EXTRA COST TO THE GOVERNMENT.

ALL ELECTRICAL WORK SHALL COMPLY WITH NEC (NFPA70), NFPA 72, NFPA 101, AND APPLICABLE MILITARYCODES OR TECHNICAL LETTERS, IN ADDITION TO LOCALCODES AND ORDINANCES. ALL GROUNDING SHALLCOMPLY WITH NFPA 70, ART. 250 AND AFI 32-1065.

PROVIDE A GREEN CONTINUOUS INSULATED EQUIPMENTGROUNDING CONDUCTOR TO ALL ELECTRICAL,TELECOMMUNICATIONS AND SECURITY EQUIPMENTSIZED PER NEC 250.122

ABBREVIATIONS

A AMPERESAC ALTERNATING CURRENTAFF ABOVE FINISHED FLOORAIC AMPERES INTERRUPTING CAPACITYAV AUDIO/VIDEOAWG AMERICAN WIRE GAUGEBAS BUILDING AUTOMATION SYSTEMC CONDUITCAT CATEGORYCATV CABLE TELEVISIONCBP COPPER BACKBONE PATCH PANELCCN CLASSIFIED NETWORK (FIBER) FOR OTHERSCCTV CLOSED CIRCUIT TELEVISIONCL CENTERLINECOMM COMMUNICATIONSCPP COPPER HORIZONTAL PATCH PANELCT CABLE TRAYCU COPPERDC DIRECT CURRENTEC EMPTY CONDUITEGC EQUIPMENT GROUNDING CONDUCTOREIA ELECTRONICS INDUSTRIES ASSOCIATIONSEMT ELECTRICAL METALLIC TUBINGEPO EMERGENCY POWER OFFEX OR EXP EXPLOSION PROOFFAAP FIRE ALARM ANNUNCIATOR PANELFACP FIRE ALARM CONTROL PANELFBO FURNISHED BY OTHERSFO FIBER OPTICFPD FLAT PANEL DISPLAYFPP FIBER OPTIC PATCH PANELFT FEET OR FOOTGB GROUND BUSGFGI GOVERNMENT FURNISHED AND INSTALLEDGFI GROUND FAULT INTERRUPTERG OR GND GROUNDGFE GOVERNMENT FURNISHED EQUIPMENTGFR GROUND FAULT RELAYGFP GROUND FAULT PROTECTIONGRS GALVANIZED RIGID STEEL CONDUITHID HIGH INTENSITY DISCHARGEHZ HERTZIDS INTRUSION DETECTION SYSTEMIG ISOLATED GROUNDK KILOKCMIL THOUSAND CIRCULAR MILSKV KILOVOLT AMPERESKWH KILOWATT HOURSLC LIGHTING CONTACTOR

MAX MAXIMUMMCB MAIN CIRCUIT BREAKERMDP MAIN DISTRIBUTION PANELMGB MAIN GROUND BUSMH MANHOLEMLO MAIN LUGS ONLYMM MULTIMODEMN/PA MASS NOTIFICATION/PUBLIC ADDRESSMTD MOUNTEDN NEUTRAL CONDUCTORNC NORMALLY CLOSEDNEC NATIONAL ELECTRICAL CODENEMA NATIONAL ELECTRICAL MANUFACTURER'S

ASSOCIATIONNIC NOT IN CONTRACTNIPR NON-CLASSIFIED INTERNET PROTOCOL ROUTINGNO NORMALLY OPENNTS NOT TO SCALEOC ON CENTERPDU POWER DISTRIBUTION UNITPIV POST INDICATOR VALVEPR PAIRPVC POLYVINYL CHLORIDERGS RIGID GALVANIZED STEEL CONDUITRMC RIGID METAL CONDUITSCCR SHORT CIRCUIT CURRENT RATINGSCI SENSITIVE COMPARTMENTALIZED INFORMATIONScTP SHIELDED TWISTED PAIRSIPR SECRET INTERNET PROTOCOL ROUTINGSM SINGLE MODESPD SURGE PROTECTION DEVICESPECS CONTRACT SPECIFICATIONSSPST SINGLE POLE SINGLE THROWSRG STATIC REFERENCE GRIDTB TELEPHONE BACKBOARDTGB TELECOMMUNICATIONS GROUND BUSTMGB TELECOMMUNICATIONS MAIN GROUND BUSTR TELECOMMUNICATIONS ROOMTVSS TRANSIENT VOLTAGE SURGE SUPPRESSIONTYP TYPICALUL UNDERWRITERS' LABORATORIESUON UNLESS OTHERWISE NOTEDUTP UNSHIELDED TWISTED PAIRV VOLTSVA VOLT AMPERESVFD VARIABLE FREQUENCY DRIVEW WIRE OR WATTWP WEATHERPROOFXFMR TRANSFORMERZ IMPEDANCE

TYPICAL DEVICE MOUNTING HEIGHTS:REFVMCOAC

REFRIGERATOR, +48" AFFVENDING MACHINE, +24" AFFCOPIER, +18" AFFABOVE COUNTER, SEE "DEVICE MOUNTING NOTES", NOTE 1 ABOVE

J

FTYPICAL FIRE ALARMANNUNCIATION DEVICE

1.

2.

3.

4.

5.

6.

7.

"5'

-8

NOTE 6

NOTE 7

TV

AV

AV


THE FOLLOWING ARE DEFINITIVE DESIGN NOTES WHICHINCLUDE DESIGN ASSUMPTIONS AND CONSIDERATIONSWHICH ARE AFFECTED BY THE SELECTED SITE LOCATIONFOR THE FACILITY.

SITE POWER AND COMMUNICATIONS REQUIREMENTS WILLBE BASED ON SELECTED SITE LOCATION AND ARE NOTINCLUDED IN THE DEFINITIVE DESIGN. BASE STANDARDSAND COORDINATION WILL BE INCORPORATED INTO THESITE DESIGN FOR THE FACILITY.

SEISMIC REQUIREMENTS ARE NOT INCLUDED IN THEDEFINITIVE DESIGN. SEISMIC REQUIREMENTS WILL VARYBASED UPON SITE LOCATION. INCLUDE EQUIPMENTBRACING AND SEISMIC CONSTRUCTION WHERE REQUIRED.

ENVIRONMENTAL REQUIREMENTS WILL VARY BASED UPONSITE LOCATION. HVAC SYSTEM DESIGN WILL VARY BASEDUPON SITE LOCATION ALONG WITH POWER REQUIREMENTSFOR THE EQUIPMENT. POWER DISTRIBUTION EQUIPMENTAND CONDUCTORS SHOULD BE SIZED BASED UPON THEFINAL HVAC SYSTEM DESIGN. CONDUCTORS WILL BEDERATED BASED ON OUTDOOR AMBIENT TEMPERATUREFOR OUTDOOR AND UNCONDITIONED SPACES.

LIGHTNING PROTECTION SYSTEM IS NOT INCLUDED IN THEDEFINITIVE DESIGN. THE NEED FOR A LIGHTNINGPROTECTION SYSTEM, BASED ON SITE LOCATION, NFPA 780RECOMMENDATION AND BASE STANDARDS SHALL BECONSIDERED AND A LIGHTNING PROTECTION SYSTEMDESIGN SHALL BE ADDED IF REQUIRED. SURGEPROTECTION DEVICES ARE INCLUDED IN THE DEFINITIVEDESIGN.

THE DEFINITIVE DESIGN INCLUDES MATRIX OFRESPONSIBILITIES WHICH INDICATES CONTRACTOR ANDGOVERNMENT RESPONSIBILITIES WITH RESPECT TO EACHSYSTEM. THESE RESPONSIBILITIES WILL VARY BASED UPONSITE LOCATION AND BASE STANDARDS. COORDINATE WITHTHE BASE FOR ALL RESPONSIBILITIES TO ENSURE THEPROJECT IS ESTIMATED AND BID CORRECTLY.

SPECIFICATIONS INCLUDED WITH THE DEFINITIVE DESIGNARE PARTIALLY EDITED BASED ON DEFINITIVE DESIGNASSUMPTIONS. SPECIFICATIONS MUST BE ADDED ANDEDITED AS REQUIRED TO INCORPORATE FINAL DESIGNBASED UPON SITE LOCATION.

1.

2.

3.

4.

5.

6.

7.

ASSUMPTIONS HAVE BEEN MADE FOR THE SIMULATOR LOADSBASED ON SIMILAR PROJECTS. SIMULATOR LOADS WILLCHANGE BASED ON VENDOR SELECTION AND DESIGN.ADJUST DISTRIBUTION SYSTEM SIZING TO ACCOMMODATEACTUAL SIMULATOR LOADS. SIZE AND QUANTITY OF UPS'SMAY CHANGE ALONG WITH REQUIRED FLOOR SPACE.

8.

TV

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


12"

= 1

'-0"

4/16/2013 10:52:32 AM

C. S

ANBO

RN

R.T

HO

MPS

ON

T. T

OD

4/17

/201

3

EP14

E-00

2

E-002

ELEC

TRIC

AL S

YMBO

LSLE

GEN

D -

2 O

F 2

4/17

/201

3C

. SAN

BOR

N

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

UP

UP

M M M

JJ

J J

J J

JJ

JJ

J J

J

MDP

P1H1 T1 P2

1 2 3 4 5 6 7

G

F

E

D

C

B

A

FUSELAGETRAINER

113

CU-2

CU-1

CU-3

AHU-2

WPIU WPIU

WPIU

WPIU

WPIU

WPIUWPIU

WPIU

WPIU

GFI44"

GFI44"

GFI

240V 60A DISCONNECTFOR FUSELAGETRAINER SINGLE-POINTPOWER CONNECTION

AHU-1

HWB-1

HWB-2

UH-1 UH-2 UH-3

ELEC112

BRIEF106

JAN107

CORR102

VEST101

CLASSROOM100

BRIEF104

MEN'S TOILET105

BREAK ROOM103

WOMEN'S TOILET108

COMM111

MECH109

FIRE PUMP ROOM114

FB1

FB1

TV

TVUH-4

UH-6

TMGBMGB

DCP-1LCP-1

GARB DISPS

DISHWASHERTV

11

GFI44"

TV

UH-5

NOTES:

1. SEE SHEET E-001 AND E-002 FOR SYMBOLLEGEND, ABBREVIATIONS, PROJECT GENERALNOTES AND MATRIX OF RESPONSIBILITIES.

2. SEE E-600 SERIES SHEETS FOR PANELBOARDSCHEDULES.

3. SEE SHEET E-701 FOR ELECTRICAL ONE-LINEDIAGRAM.

4. PROVIDE FLOOR AND WALL PENETRATIONSACCORDING TO PENETRATION DETAILS ONARCHITECTURAL DETAIL SHEETS.

5. PROVIDE CONDUIT AND WIRING ACCORDING TOCIRCUIT NUMBER INDICATED ON PLAN ANDASSOCIATED PANELBOARD SCHEDULE OR ONE-LINE DIAGRAM.

6. COORDINATE ALL WIRING DEVICE AND POWERFEED LOCATIONS INDICATED ON PLANS WITHTHE CONTRACTING OFFICER AND FINALFURNITURE/EQUIPMENT LAYOUTS.COORDINATE ALL RECEPTACLE LOCATIONSWITH THE COMMUNICATION DRAWINGS TOENSURE ADJACENT INSTALLATION.

7. MECHANICAL EQUIPMENT IS TAGGED ON THEPOWER PLAN AND WILL BE FED FROM THE MDPAND PANEL H1. SEE MECHANICAL SCHEDULESON MECHANICAL DRAWINGS FOR ELECTRICALREQUIREMENTS.

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/16/2013 10:52:36 AM

C. S

ANBO

RN

R.T

HO

MPS

ON

T. T

OD

4/17

/201

3

EP14

E-10

1

E-101

ELEC

TRIC

AL P

OW

ER P

LAN

FIR

ST F

LOO

R4/

17/2

013

C. S

ANBO

RN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

1 FIRST FLOOR POWER PLANN

0 4' 8' 16'

SCALE:1/8"=1'

KEYED NOTES:

EACH ROW OF SYSTEMFURNITURE SHALL PLUG INTO ADEDICATE CIRCUT SINGLE OUTLET.

PUSHBUTTON, DISCONNECT ANDMOTOR PROVIDED WITH ROLLUPDOOR BY DIVISION 8.

1

1(TYP)

2

2(TYP)

A

B

C

G

1 2 3 4 5 6 7

E

D

F

FUSELAGETRAINER

113CTRL:LC4

F1b

F1b

F1Eb

F1a

F1a

F1a

F1a

F1a

F1a

F4E F4EF4EF4EF4EF4E

F4E F4EF4EF4EF4EF4E

F1F1

F1F1

F6

F6E

F7F7EF7F7

F7F7F7

F7EF7E

F7

F7

F2E

F2E

F2E F2E

F7E

F7E

L1L1E L1E

L1

L1

L1

L1 L1

L1

L1E

L1

F7E

F7

X1 X1

X1

F7E

F7E

X1

X1

X1

S

S

S

S

SS

S

S

SF6 F6

F6E

F6

F6

F6

F6

F6

S

S

S

DD

Da Db

DaDb

ELEC112

CTRL:LC0

BRIEF106

CTRL:LC2

JAN107

CTRL:LC0

CORR102

CTRL:LC3

VEST101

CTRL:LC3

CLASSROOM100

CTRL:LC1

BRIEF104

CTRL:LC2

MEN'S TOILET105

CTRL:LC0

BREAK ROOM103

CTRL:LC1

WOMEN'S TOILET108

CTRL:LC0

COMM111

CTRL:LC0

MECH109

CTRL:LC0

FIRE PUMP ROOM114

CTRL:LC0

S

SDL

S DL

SDL

SDL

SDL

S

L1

L1

L1E

LCP-1DCP-1

F2E

F2E

F9

F9F9F9

F9 F9

F9

F7E

F7E

F4E

F4E

S

F10

F10

F10

F10

X1

NOTES:

1. SEE SHEET E-001 AND E-002 FOR SYMBOLLEGEND, ABBREVIATIONS, PROJECTGENERAL NOTES AND MATRIX OFRESPONSIBILITIES.

2. SEE E-100 SERIES SHEETS FOR PANELBOARDDESIGNATIONS AND LOCATIONS.

3. SEE SHEET E-611 FOR LIGHTING FIXTURESCHEDULE.


5. ALL EXIT SIGNS SHALL BE WIRED UNSWITCHEDTO DESIGNATED LIGHTING CIRCUIT.

6. SEE LEGEND ON SHEET E-001 FOR DESCRIPTIONOF EMERGENCY BATTERY BALLASTDESIGNATIONS. EMERGENCY FIXTURES WHICHARE NORMALLY SWITCHED SHALL BE PROVIDEDWITH AN EMERGENCY BATTERY BALLAST WHICHALLOWS THE FIXTURE TO BE SWITCHED (ASECOND PHASE CONDUCTOR SHALL BEPROVIDED TO THE FIXTURE). EMERGENCYFIXTURES WHICH ARE NORMALLY OFF SHALL BEPROVIDED WITH A REGULAR EMERGENCYBATTERY BALLAST.

7. SEE LEGEND FOR LIGHTING CONTROL TYPESINCLUDED WITH EACH ROOM NAME/NUMBER TAGON THIS PLAN. LAYOUT OCCUPANCY SENSORSACCORDING TO MANUFACTURERRECOMMENDATIONS. LOCATE THE SENSORSAND PROVIDE MASKING TO PREVENT DETECTIONOF MOTION OUTSIDE THE ROOM. OCCUPANCYSENSORS SHALL BE CEILING-MOUNTED WHEREPOSSIBLE TO AVOID CONFLICT WITH FURNITUREIN THE ROOM.

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/16/2013 10:52:41 AM

C. S

ANBO

RN

R.T

HO

MPS

ON

T. T

OD

4/17

/201

3

EP14

E-11

1

E-111

ELEC

TRIC

AL L

IGH

TIN

G P

LAN

FIR

ST F

LOO

R4/

17/2

013

C. S

ANBO

RN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

1 FIRST FLOOR LIGHTING PLAN N

0 4' 8' 16'

SCALE:1/8"=1'

1 2 3 4 5 6 7

A

B

L212' - 0" AFF

L212' - 0" AFF

L212' - 0" AFF

L212' - 0" AFF

L212' - 0" AFF

L212' - 0" AFF

STM

STM

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


1/8

" = 1

'-0"

4/15/2013 1:50:53 PM

C. S

ANBO

RN

R.T

HO

MPS

ON

T. T

OD

4/17

/201

3

EP14

E-42

1

E-421

CAR

GO

SU

PPO

RT

STR

UC

.PO

WER

& L

IGH

TIN

G4/

17/2

013

C. S

ANBO

RN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

B1

CARGO SUPPORT STRUC. ENLARGEDPOWER & LIGHTING

GRS CONDUITADAPTER

R MIN24" M

IN

36"

4"

TRANSITION COUPLING

GRS OR IMC

DIRECT BURIED, PVC CONDUIT

TOP OFCONCRETE

NOTES:1. THE COUNTERPOISE GROUND RING OF THE

FACILITY SHALL HAVE A RESISTANCE OF 5OHMS OR LESS PER IEEE STANDARD #143,"GREEN BOOK". ADDITIONAL GROUNDRODS SHALL BE DRIVEN AS REQUIRED TOACHIEVE THE PROPER RESISTANCE.

1"10-3/8"

THROAT DIA

12"

2"

11-3

/8"

GROUND ROD

12"

3/4 " x 10'-0" GROUND ROD

COUNTERPOISE, #4/0BARE COPPER CABLE

LIGHTNING DOWNCONDUCTOR

GROUND ROD BOXPRECAST CONCRETEBODY

MOUNT TOP OFLOCKING GRADERING FLUSH WITHGRADE AND SEALWITH CONCRETE

CAST IRON LID,WITH HOLDDOWN SCREWS

CAST IRONRING SEAT

COUNTERPOISE#4/0 COPPER CABLE

EXOTHERMICCONNECTION (TYP)

BARE COPPER

TO BUILDING GROUND GRID

GROUND CABLE RISER

STEEL COLUMNEXOTHERMIC WELD

FLOORFINISHED

WEB OF

2'-0

"

STEEL GROUND ROD10'x3/4" DIA. COPPER CLAD

COPPER GROUNDCABLE

18"

30"

GROUND LEVEL

EXOTHERMIC WELD

GROUND ROD

GROUND ROD

EXOTHERMIC WELD

COPPER GROUND CABLE

BUTT WELD

TEE WELDWELD TO ROD

WELD RING TO ROD

EITHER BUTT WELDCONDUCTOR OR 'THRUWELD' CONNECTION

JUNCTION WELDTIA-607-B COPPER GROUND BAR WITH WALLMOUNTING BRACKETS AND INSULATORS.DIMENSIONS: 1/4" THICK, 4" HIGH, 12" LENGTH.AS MOUNT 24" AFF (UON).

EXOTHERMIC WELD

HOLE PATTERN SHOWN ISGENERIC. REFER TO TIA-607-B FIGURES 4 AND 5FOR THE APPLICABLEHOLE PATTERN.

CONNECT AS INDICATED ONPLANS, OR PER TYPICALGROUNDING RISER

NOTES:1.

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


12"

= 1

'-0"

4/16/2013 10:52:43 AM

C. S

ANBO

RN

R.T

HO

MPS

ON

T. T

OD

4/17

/201

3

EP14

E-50

1

E-501

ELEC

TRIC

AL D

ETAI

LS4/

17/2

013

C. S

ANBO

RN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

DETAIL E2

TYPICAL DIRECT BURIEDSTUBBED CONDUIT RISER

DETAIL A2

TYPICAL GROUND TEST WELL

DETAIL E4

TYPICAL EXOTHERMICCONNECTION TO STEEL

DETAIL E7

TYPICAL GROUNDCOUNTERPOISE AND GROUND

ROD DEPTH

DETAIL A5

TYPICAL EXOTHERMIC WELDS

DETAIL A8

TYPICAL GROUND BUSBAR

7-VIO8-GRY

6-BLU5-GRN4-YLW3-ORN2-RED1-BRN

OCCSENSOR

SPARE CONTACTS

N/CCOM

N/OCONTROL OUT

COMLEVEL OUT

24 DC

LOCAL SWITCH LOAD

RED

POWERWHT

BLKHOT

NEUTRAL

PACK

RED

RED BLK BLU

COM

CONNECT ADDITIONAL OCCUPANCYSENSORS PER MANUFACTURER'SDIRECTION FOR THE SPACE BEINGCOVERED.

SPARE CONTACTS REQUIRED FOR HVAC CONTROLS

NOTES:1. ACTUAL QUANTITY AND LOCATIONS

OF OCCUPANCY SENSORS SHALLBE PER MANUFACTURER'SINSTRUCTION FOR THE DEVICESSELECTED BY THE CONTRACTORTAKING INTO CONSIDERATION THESPACE THAT THE SENSORS AREBEING PLACED IN.

DCP1(ELEC RM)

LIGHTING CIRCUITS FROM H1

120V CIRCUIT FROM L1(DCP1 POWER)

TO DAYLIGHT SENSORS

TO RELAY SWITCHES

TO 277V LIGHTS

RELAY # ZONE 2 STEP DIMMING BALLAST LEVELR1 NORTH WALL 50%R2 NORTH WALL 100%R3 EAST WALL 50%R4 EAST WALLR5 SOUTH WALL 50%R6 SOUTH WALLR7 WEST WALL 50%R8 WEST WALL

100%

100%

100%

DAYLIGHT CONTROL PANEL SCHEDULE

*DAYLIGHT CONTROL SYSTEM SHALL MAINTAIN AN AVERAGEFOOTCANDLE LEVEL OF 20FC IN HIGHBAY AREA

NOTE:PROVIDE DAYLIGHT CONTROL SYSTEM FORHIGHBAY AREA WITH CONTROL TYPE DESIGNATION OC4 ONLY. LAYOUT DAYLIGHTSENSORS ACCORDING TO MANUFACTURERRECOMMENDATIONS.

LCP1(ELEC RM)277V CIRCUITS FROM H1

120V CIRCUIT FROM L1(LCP1 POWER)

TO OCC SENSORS

TO PHOTOCELL ON ROOF

277V CIRCUITS TO LIGHTS

NOTE:LIGHTING CIRCUITS IN ROOMS WITH LIGHTINGCONTROL TYPE DESIGNATION OC3 SHALL BECONNECTED TO LCP1 PANEL. OCCUPANCYSENSORS ASSOCIATED WITH THESE CIRCUITSWILL BE CONNECTED DIRECTLY TO THECONTROL PANEL TO ALLOW THE LIGHTS TO BECONTROLLED WITH ANY COMBINATION OFOCCUPANCY SENSORS AND TIME SCHEDULE.

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


12"

= 1

'-0"

4/16/2013 10:52:44 AM

C. S

ANBO

RN

R.T

HO

MPS

ON

T. T

OD

4/17

/201

3

EP14

E-50

2

E-502

ELEC

TRIC

AL D

ETAI

LS4/

17/2

013

C. S

ANBO

RN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

DETAIL D3

TYPICAL LOCAL OCCUPANCYSENSOR SCHEMATIC

DETAIL D7

DAYLIGHT CONTROL PANELDIAGRAM

DETAIL B3

LIGHTING CONTROL PANELDIAGRAM

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


4/16/2013 10:52:45 AM

C. S

ANBO

RN

R.T

HO

MPS

ON

T. T

OD

4/17

/201

3

EP14

E-61

1

E-611

LIG

HT

FIXT

UR

E SC

HED

ULE

4/17

/201

3C

. SAN

BOR

N

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

LIGHT FIXTURE SCHEDULEFIXTURE LAMP INFORMATION FIXTURE INFORMATION

TYPE QTY WATTAGE TYPECOLORTEMP VOLTAGE WATTAGE LOAD DESCRIPTION MOUNTING MANUFACTURER

F1 2 28 T5 3500 K 277 V 56 W 59 VA 2'X4' FLUORESCENT RECESSED INDIRECT CEILING-RECESSED LITHONIA (2RT5 28T5)F2E 2 14 T5 3500 K 277 V 28 W 30 VA 2'X2' FLUORESCENT RECESSED INDIRECT CEILING, RECESSED LITHONIA (2RT5 14T5)F4 6 54 T5HO 3500 K 277 V 324 W 342 VA FLOURESCENT HIGH BAY (SEE NOTE 2 BELOW) WALL-KNUCKLE-ARM-ANGLE LITHONIA (IBZ 654L)F6 2 28 T5 3500 K 277 V 56 W 59 VA 1'X4" FLUORESCENT INDUSTRIAL PENDANT HEWILLIAMS (84 SERIES)F7 1 26 CFL 3500 K 277 V 26 W 28 VA 6" FLUORESCENT DOWNLIGHT, HORIZONTAL LAMP, LOW IRRID REFL, BLACK BAFFLE CEILING-RECESSED CAPRI (CM6 F126 H65B)F9 1 32 T8 3500 K 277 V 32 W 34 VA FLUORESCENT STRIP (COVE IN RESTROOMS) COVE LITHONIA (C)F10 1 26 CFL 3500 K 277 V 26 W 28 VA 6" FLUORESCENT SHOWER DOWNLIGHT (LENSED, NON-CONDUCTIVE) CEILING-RECESSED GOTHAM (LGFLP)L1 20 0 LED 4000 K 277 V 26 W 33 VA EXTERIOR WALL-MOUNTED LED FIXTURE (BUILDING PERIMETER) WALL-SURFACE BETA (SEC-EDG-2M-WM)L2 60 75 LED 4000 K 277 V 75 W 79 VA LED SURFACE MOUNT FIXTURE (CARGO STRUCTURE) SURFACE ANGLE BRACE KIM LIGHTING (PGL7-LED-60L-4K)X1 1 0 LED 3200 K 277 V EXIT SIGN (INTEGRAL BATTERY)

CHLORIDE #E (SYMMETRY II)DUALLITE #LX (LITEFORMS)

WALL, SURFACE, CEILING LITHONIA (LQM)

MANUFACTURER AND MODEL SHOWN ARE THEBASIS OF DESIGN. SUBSTITUTIONS AREALLOWED. ALL SUBSTITUTIONS SHALL HAVETHE SAME FEATURES, RATINGS, AND STYLE ASTHE MODEL LISTED. ANY DEVIATIONS FROMFIXTURE RATINGS, INCLUDING INPUT VA ANDLUMEN OUTPUT, SHALL REQUIRE THECONTRACTOR TO PERFORM A LIGHTINGANALYSIS TO DETERMINE IF THE INSTALLATIONMEETS THE DESIGN INTENT.

THIS PROJECT IS BEING LEED CERTIFIED. ALLFIXTURES HAVE BEEN SELECTED BASED ONTHE CRITERIA REQUIRED TO MEET LEED.DEVIATIONS FROM THE SALIENT FEATURES OFTHE BASIS OF DESIGN SHALL BE THERESPONSIBILITY OF THE CONTRACTOR.

THE CALCULATED VA RATINGS FOR THEFIXTURES ARE BASED ON COMMONLYAVAILABLE BALLAST ANSI INPUT WATTS.

SEE DRAWING E-001 FOR LEGEND ANDGENERAL NOTES.

WHERE DIMMERS ARE SHOWN ON PLAN,PROVIDE A COMPATIBLE DIMMING BALLAST INEACH LIGHT FIXTURE ASSOCIATED WITH THEDIMMER.

WHERE EMERGENCY LIGHTS ARE INDICATED ONPLAN, PROVIDE AN EMERGENCY BATTERYBALLAST WHICH ALLOWS THE FIXTURE TO BENORMALLY SWITCHED. PROVIDE A SECONDPHASE CONDUCTOR TO THE FIXTURE. UPONLOSS OF NORMAL POWER, THE FIXTURE SHALLBE POWERED BY THE EMERGENCY BATTERYBALLAST REGARDLESS OF SWITCH POSITION.

TYPE F4 FIXTURES SHALL INCLUDE 2-STEPDIMMING BALLASTS AND SHALL BE KNUCKLE-WALL-MOUNT TO ALLOW THE FIXTURE TO BEANGLED (DIRECTLY DOWN TO 90 DEGREESHORIZONTAL) TO THROW LIGHT TOWARDS THECENTER OF THE ROOM. WHERE STRUCTURALSTEEL OBSTRUCTS LIGHT FIXTUREDISTRIBUTION, PROVIDE A 1'-0" MOUNTING ARMTO EXTEND FIXTURE BEYOND OBSTRUCTION.FIXTURES SHALL BE MOUNTED AT 20'-0" AFFUON. FIXTURES ARE MOUNTED LOW AROUNDPERIMETER TO ALLOW EASY RELAMPING ANDREPLACEMENT OF EMERGENCY BATTERYBALLASTS.

1.

NOTES:

2.

3.

4.

5.

6.

7.

MDP, 225A BUS, 480Y/277V, 3Φ, 4W, xxKAICMAIN

SPD

225AF175AT

100AF100AT

1

100AF50AT

2

H1100A

50A

3

50A

4

125A

5 6 7

25

AHU-2

N

GY

112.5KVA

12.47KV

480V

TO UTILITY UTILITYXFMR

Y

30KVA

480V

208Y/120T1

SPD

P1100A

CU-1 CU-2

SPACESPARE

DM

P2100A

100A

K-13 RATED

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


12"

= 1

'-0"

4/16/2013 10:52:45 AM

C. S

ANBO

RN

R.T

HO

MPS

ON

T. T

OD

4/17

/201

3

EP14

E-70

1

E-701

ELEC

TRIC

AL O

NE-

LIN

ED

IAG

RAM

4/17

/201

3C

. SAN

BOR

N

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

NOTES:

SEE ELECTRICAL LEGEND ANDABBREVIATIONS ON SHEETS E-001AND E-002.

FEEDER SCHEDULE IS NOT INCLUDEDIN DEFINITIVE DESIGN. EQUIPMENTAND CONDUCTOR SIZING WILL VARYBASED ON OUTDOOR AMBIENTTEMPERATURE, FINAL HVAC SYSTEMDESIGN LOAD AND FINAL FUSELAGEDESIGN LOAD.

1.

2.

A AMPERESAC ALTERNATING CURRENTAFF ABOVE FINISHED FLOORAIC AMPERES INTERRUPTING CAPACITYAV AUDIO/VIDEOAWG AMERICAN WIRE GAUGEBAS BUILDING AUTOMATION SYSTEMBOT BOTTOM OF CABLE TRAYC CONDUITCAT CATEGORYCATV CABLE TELEVISIONCBP COPPER BACKBONE PATCH PANELCCN CONTRACTOR CLASSIFIED NETWORK (FIBER)CCTV CLOSED CIRCUIT TELEVISIONCH CHILLED WATERCOMM COMMUNICATIONSCOR CONTRACTING OFFICER'S REPRESENTATIVECPP COPPER HORIZONTAL PATCH PANELCRACCOMPUTER ROOM AIR CONDITIONING UNITCT CABLE TRAYCU COPPERCUCNCONTRACTOR UNCLASSIFIED NETWORK (COPPER)CUN CONTRACTOR UNCLASSIFIED NETWORK (FIBER)CW CONDENSER WATERDC DIRECT CURRENTEC EMPTY CONDUITEGC EQUIPMENT GROUNDING CONDUCTOREIA ELECTRONICS INDUSTRIES ASSOCIATIONSEMT ELECTRICAL METALLIC TUBINGEPO EMERGENCY POWER OFFFAAP FIRE ALARM ANNUNCIATOR PANELFACP FIRE ALARM CONTROL PANELFBO FURNISHED BY OTHERSFMS FULL MOTION SIMULATORFO FIBER OPTICFPD FLAT PANEL DISPLAYFPP FIBER OPTIC PATCH PANELFSCP FIRE SYSTEM CONTROL PANELFT FEET OR FOOTGFGI GOVERNMENT FURNISHED AND INSTALLEDG OR GND GROUNDGFE GOVERNMENT FURNISHED EQUIPMENTGFR GROUND FAULT RELAYGFP GROUND FAULT PROTECTIONGRS GALVANIZED RIGID STEEL CONDUITH HOT CONDUCTORHID HIGH INTENSITY DISCHARGEHZ HERTZIDS INTRUSION DETECTION SYSTEMIG ISOLATED GROUNDIN INCH OR INCHESK KILOKCMIL THOUSAND CIRCULAR MILSKV KILOVOLT AMPERESKWH KILOWATT HOURSLC LIGHTING CONTACTORLW LOCKABLE WIREWAYMAX MAXIMUMMCB MAIN CIRCUIT BREAKERMDP MAIN DISTRIBUTION PANELMH MANHOLEMLO MAIN LUGS ONLYMM MULTIMODEMN/PA MASS NOTIFICATION/PUBLIC ADDRESSMTD MOUNTEDN NEUTRAL CONDUCTORN.C. NORMALLY CLOSEDNEC NATIONAL ELECTRICAL CODENEMA NATIONAL ELECTRICAL MANUFACTURER'S

ASSOCIATIONNIC NOT IN CONTRACTNIPR NON-CLASSIFIED INTERNET PROTOCOL

ROUTINGN.O. NORMALLY OPENNTS NOT TO SCALEOC ON CENTERPDS PROTECTIVE DISTRIBUTION SYSTEMPDU POWER DISTRIBUTION UNITPIV POST INDICATOR VALVEPR PAIRPVC POLYVINYL CHLORIDEQA QUALITY ASSURANCERAD REFRIGERATED AIR DRYERRGS RIGID GALVANIZED STEEL CONDUITRM ROOMRMC RIGID METAL CONDUITRMS ROOT MEAN SQUARE

PLAN SYMBOLS - COMMUNICATION ABBREVIATIONS ABBREVIATIONS - CONTINUED

SCCR SHORT CIRCUIT CURRENT RATINGSCI SENSITIVE COMPARTMENTALIZED

INFORMATIONScTP SHIELDED TWISTED PAIRSIPR SECRET INTERNET PROTOCOL ROUTINGSM SINGLE MODESPECS CONTRACT SPECIFICATIONSSPST SINGLE POLE SINGLE THROWSRG STATIC REFERENCE GRIDSTR STRANDSW SWITCHSWBD SWITCHBOARDSYM SYMMETRICALTB TELEPHONE BACKBOARDTR TELECOMMUNICATIONS ROOMTVSS TRANSIENT VOLTAGE SURGE SUPPRESSIONTYP TYPICALUL UNDERWRITERS' LABORATORIESum MICROMETERUON UNLESS OTHERWISE NOTEDUTP UNSHIELDED TWISTED PAIRV VOLTSVA VOLT AMPERESVFD VARIABLE FREQUENCY DRIVEW WIRE OR WATTXFMR TRANSFORMERZ IMPEDANCE

LEGEND NOTES

WIRE IN CONDUIT, RUN CONCEALED ABOVE CEILINGOR IN WALL.

WIRE IN CONDUIT ROUTE BELOW GRADE OR FLOORSLAB.

COMMUNICATION DUCTBANK

ELECTRICAL DUCTBANK

COMMUNICATIONS OUTLET. NUMBER INDICATESOUTLET TYPE. MOUNT 18" AFF UON. SEE T-500SERIES SHEETS FOR DETAILS.

CATV OUTLET. SEE T-500 SERIES SHEETS FORDETAILS.

WALL MOUNTED COMMUNICATIONS SYSTEMFURNITURE FEED, MOUNTED 18" AFF. SEE DETAIL _ON T-50x. CABLING FOR COMMUNICATION OUTLETSSHOWN SHALL BE ROUTED THROUGH FURNITUREFEED. CABLING SHALL BE ROUTED THROUGHSYSTEMS FURNITURE CABLE WIRE MANAGEMENT TOOUTLET LOCATION ON SYSTEMS FURNITURE.

CABLE TRAY. TYPE AND MOUNTING HEIGHT (TOBOTTOM OF TRAY) AS INDICATED ONCOMMUNICATION PLANS. "BT" INDICATES TRAY TYPE.

JUNCTION BOX, WALL MOUNTED 18" AFF, UON.

JUNCTION BOX, MOUNTED ABOVE CEILING, UON.

C

E

#

D

J

J

BACKBONE CABLING SHALL BE INSTALLED IN CONDUITSSHOWN. BACKBONE CABLING SHALL NOT BE INSTALLED USINGJ-HOOKS OR ANY OTHER METHOD.

COMMUNICATION ROOMS HAVE BEEN LOCATED TO ENSURETHE HORIZONTAL CABLING THROUGHOUT THE FACILITY DOESNOT EXCEED 295 FEET TO MEET EIA/TIA. CONTRACTOR SHALLROUTE PATHWAYS AND CABLES TO ENSURE THIS DISTANCE ISNOT EXCEEDED. CONTACTOR SHALL NOTIFY COR PRIOR TOPATHWAY AND CABLE INSTALLATION IF THERE ARE AREASWHERE THE EXPECTED DISTANCE MAY BE EXCEEDED.

HORIZONTAL CABLING SERVING WALL MOUNTEDCOMMUNICATIONS OUTLETS SHALL BE ROUTED FROMCOMMUNICATIONS OUTLET IN MINIMUM 1” CONDUIT FROMEACH COMMUNICATIONS OUTLET TO AREA CABLE TRAY, ANDIN AREA CABLE TRAY TO DESIGNATED COMMUNICATION ROOM.ROUTE CONDUITS IN FINISHED AREAS CONCEALED IN WALL.WHERE COMMUNICATION OUTLETS ARE INSTALLED INEXPOSED UNFINISHED ROOMS, CONDUITS MAY BE SURFACEMOUNTED. CONDUITS ROUTED EXPOSED SHALL BE PAINTEDTO MATCH ADJACENT SURFACES.

PROJECT INTERIOR GENERAL NOTES:

1.

2.

3.

RECESSED STEEL FLOOR BOX, COMBINATIONVOICE/DATA/POWER, 4-COMPARTMENT, HINGED LID(BLACK), FLOORING FLANGE KIT, PROVIDE (2) 1-INCHGRS CONDUITS TO BOX (POWER TO SOURCE, COMMTO CABLE TRAY)

FB1 = (4) NEMA 5-20R OUTLETS, (4) DATA FB2 = (4) NEMA 5-20R OUTLETS, (8) DATA, (1)

VOICE AND (1) VIDEO COMPARTMENT FB3=RAISED ACCES FLOOR BOX WITH (2) NEMA

5-20R OUTLETS

FB1

4"W X 12"D BT11'-0" AFF BT = BASKET TRAY

CR = CABLE RUNWAY

AV AUDIO/VIDEOC RECESSED IN CEILINGEP OR EXP EXPLOSION PROOFF RECESSED IN FLOORGFCI,GFI GROUND FAULT CIRCUIT INTERRUPTERIG ISOLATED GROUNDP PILOT LIGHT (INDICATING SWITCH IS ON)W WALL MOUNTED, 48" AFF UONWP WEATHERPROOFWPIU WEATHERPROOF IN USE

SYMBOL MODIFIERS

EQUIPMENT IDENTIFIERS, MATCHING THOSE INEQUIPMENT SCHEDULES, ARE DISPLAYED INSIDE OFBRACKETS [ ].

SYMBOL ORIENTATION DOES NOT IMPLY DEVICE OREQUIPMENT ORIENTATION. UNLESS NOTED AS SUCH.SEE REFLECTED CEILING PLANS FOR LIGHT FIXTUREPOSITIONS AND ORIENTATIONS.

SYMBOL SIZE DOES NOT IMPLY EQUIPMENT SIZE, UON.

MOUNTING HEIGHT INDICATED IN LEGEND AND ON THEDRAWINGS SHALL BE THE DISTANCE MEASUREDFROM THE CENTER OF THE DEVICE TO THE FINISHEDFLOOR.

NOT ALL SYMBOLS INDICATED ON THIS SHEET AREUSED IN THIS PROJECT.

REFER TO TYPICAL DETAILS ON T-500 SERIESDRAWINGS.

1.

2.

3.

4.

5.

6.

THIS PROJECT REQUIRES UNDERGROUND WORK INCLUDING ALARGE PORTION OF THE WORK BEING PERFORMED IN EXISTINGROADWAYS AND PAVEMENTS. THE CONTRACTOR SHALL REPAIRALL EXISTING ROADWAYS AND PAVEMENTS TO MATCH EXISTING.

THE UNDERGROUND WORK FOR THIS PROJECT REQUIRES CLOSECOORDINATION WITH EXISTING UTILITIES. THE CONTRACTORSHALL VERIFY AND COORDINATE ALL NEW WORK WITH ALLEXISTING UTILITIES, EXISTING EQUIPMENT, AND EXISTINGCONDITIONS.

PRIOR TO DIGGING, THE CONTRACTOR SHALL OBTAIN ALLAPPLICABLE DIGGING PERMITS. ALL UNDERGROUND UTILITIES INTHE WORK AREA MUST BE POSITIVELY IDENTIFIED BY A PRIVATEUTILITY LOCATING SERVICE IN ADDITION TO APPLICABLE BASELOCATING SERVICE AND COORDINATED WITH THE BASE UTILITYDEPARTMENT. ALL MARKINGS MADE DURING THE UTILITYINVESTIGATION MUST BE MAINTAINED THROUGHOUT THECONTRACT.

THE CONTRACTOR SHALL PHYSICALLY VERIFY UNDERGROUNDUTILITY LOCATIONS BY HAND DIGGING AND/OR POT-HOLINGUSING WOOD OR FIBERGLASS HANDLED TOOLS WHEN ANYADJACENT CONSTRUCTION WORK IS EXPECTED TO COMEWITHIN 3 FEET OF THE UNDERGROUND SYSTEM. DIGGING WITHIN2 FEET OF A KNOWN UTILITY SHALL NOT BE PERFORMED BYMEANS OF MECHANICAL EQUIPMENT; HAND DIGGING SHALL BEUSED. IF CONSTRUCTION IS PARALLEL TO AN EXISTING UTILITYEXPOSE THE UTILITY BY HAND DIGGING EVERY 100 FEET IFPARALLEL WITHIN 5 FEET OF THE EXCAVATION.

CONTRACTOR SHALL COORDINATE ACCESS TO MANHOLES,HANDHOLES, AND BUILDINGS WITH COR.

PRIOR TO INSTALLATION OF NEW CABLES IN EXISTINGDUCTBANKS, THE CONTRACTOR SHALL COORDINATE WITH THECOR TO DETERMINE WHICH DUCT(S) SHALL BE USED. THECONTACTOR SHALL FIELD VERIFY (ROD & MANDREL) EACHPATHWAY INDENTIFIED TO ENSURE IT IS ADEQUATE FOR CABLEINSTALLATION. CONTRACTOR SHALL NOTIFY COR IF AN EXISTINGDUCT IDENTIFIED TO BE USED IS NOT ADEQUATE FOR NEWCABLE INSTALLATION.

IN MANHOLES/HANDHOLES WHERE FIBER OR COPPER CABLESARE TO BE SPLICED, PROVIDE MINIMUM 25' OF SLACK ON EITHERSIDE OF SPLICE CLOSURE FOR EACH FIBER AND COPPERCABLE. WHERE NEW FIBER OR COPPER CABLES ARE TO BESPLICED WITH EXISTING FIBER OR COPPER CABLES, LEAVEMINIMUM 25' OF EXISTING FIBER AND COPPER CABLES.

IN MANHOLES/HANDHOLES WHERE CABLES ARE TO BE ROUTEDTHROUGH BUT NOT SPLICED, PROVIDE A MINIMUM OF 50' OFSLACK FOR EACH FIBER AND COPPER CABLE.

FIBER AND COPPER CABLES SHALL BE INSTALLED IN NEW ANDEXISTING MANHOLES/HANDHOLES USING CABLE RACKS ANDRACK HOOKS.

FIBER AND COPPER SPLICE CLOSURES SHALL BE SECURELYFASTENED TO MANHOLE/HANDHOLE CABLE RACKS AND RACKSHOOKS USING ADJUSTABLE STAINLESS STEEL STRAPS.

PROJECT OUTSIDE PLANT GENERAL NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

FIBER AND COPPER SPLICES ARE ONLY ALLOWED WHEREINDICATED. ADDITIONAL SPLICES ARE NOT ALLOWEDWITHOUT WRITTEN DIRECTION FROM COR.

PROVIDE PULL STRINGS IN ALL NEW AND EXISTINGCONDUITS, INCLUDING CONDUITS WHERE MULTICELLINNERDUCTS ARE TO BE INSTALLED.

MULTICELL INNERDUCTS SHALL BE INSTALLED IN CONDUITSWHERE INDICATED AND TERMINATED INMANHOLES/HANDHOLES PER MANUFACTURER INSTRUCTIONSAND RECOMMENDATIONS.

CONTRACTOR SHALL PROVIDE THREE 3" 3-CELL INNERDUCTSIN ALL NEW 4" CONDUITS. IN ADDITION, CONTRACTOR SHALLINSTALL INNERDUCTS IN EXISTING CONDUITS WHEREINDICATED.

PROJECT OUTSIDE PLANT GENERAL NOTES - CONTINUED:

11.

12.

13.

14.


THE FOLLOWING ARE DEFINITIVE DESIGN NOTES WHICHINCLUDE DESIGN ASSUMPTIONS AND CONSIDERATIONSWHICH ARE AFFECTED BY THE SELECTED SITE LOCATION FORTHE FACILITY.

COORDINATE WITH BASE COMMUNICATIONS SQUADRON ONBASE COMMUNICATIONS STANDARDS AND PREFERENCESWHICH MAY VARY FROM THE DEFINITIVE DESIGN.

SEISMIC REQUIREMENTS ARE NOT INCLUDED IN THEDEFINITIVE DESIGN. SEISMIC REQUIREMENTS WILL VARYBASED UPON SITE LOCATION. INCLUDE EQUIPMENT BRACINGAND SEISMIC CONSTRUCTION WHERE REQUIRED.

ENVIRONMENTAL REQUIREMENTS WILL VARY BASED UPONSITE LOCATION.

THE DEFINITIVE DESIGN INCLUDES MATRIX OFRESPONSIBILITIES WHICH INDICATES CONTRACTOR ANDGOVERNMENT RESPONSIBILITIES WITH RESPECT TO EACHSYSTEM. THESE RESPONSIBILITIES WILL VARY BASED UPONSITE LOCATION AND BASE STANDARDS. COORDINATE WITHTHE BASE FOR ALL RESPONSIBILITIES TO ENSURE THEPROJECT IS ESTIMATED AND BID CORRECTLY.

SPECIFICATIONS INCLUDED WITH THE DEFINITIVE DESIGN AREPARTIALLY EDITED BASED ON DEFINITIVE DESIGNASSUMPTIONS. SPECIFICATIONS MUST BE ADDED AND EDITEDAS REQUIRED TO INCORPORATE FINAL DESIGN BASED UPONSITE LOCATION.

1.

2.

3.

4.

5.

6.

MATRIX OF RESPONSIBILITIES

GFG

I

CFC

I CAB

LE T

V SE

RVI

CE

PRO

VID

ER (S

UB

TO G

C O

R E

S)

VOICE/DATA

ACTIVE EQUIPMENT (SERVERS,SWITCHES, RACK-MOUNTED UPS'S,ETC.) X

PASSIVE EQUIPMENT (RACKS,CABINETS, CABLE MANAGEMENT,PATCH PANELS, PET'S, 110 BLOCKS,WALL PLATES, JACKS, CONNECTORS,RACEWAYS, BOXES, ETC.) X

INTERIOR CABLING X

CROSS-CONNECTS AND PATCHCABLING X

UNDERGROUND DUCTBANKS X

OSP CABLING X

CATV

ACTIVE EQUIPMENT (SATELLITE,CABLE BOX, AMPLIFIERS, ETC.) X

OSP CABLING TO DEMARCATION X

UNDERGROUND DUCTBANKS X

INTERIOR CABLING, CONNECTORS,WALL PLATES, BOXES AND CONDUIT X

AUDIO/VIDEO

ACTIVE EQUIPMENT (SWITCHES,DISPLAYS, SMARTBOARDS,PROJECTORS, VTC EQUIPMENT, ETC.) X

PASSIVE EQUIPMENT (RACKS,CABINETS, CABLE MANAGEMENT,RACEWAYS, BOXES, WALL PLATES,ETC.) X

CABLING AND CONNECTORS X

NOTES1. NOT ALL SYSTEM COMPONENTS ARE LISTED ABOVE.CONTRACTOR SHALL FURNISH AND INSTALL ALL OTHERCOMPONENTS AS INDICATED ON DRAWINGS AND INSPECIFICATIONS. ONLY SYSTEM COMPONENTS WHICHCOMMONLY REQUIRE CLARIFICATION ARE LISTED ABOVE.

ABBREVIATIONS

CATV CABLE TELEVISION

CFCI CONTRACTOR-FURNISHED, CONTRACTOR-INSTALLED

GC GENERAL CONTRACTOR

GFGI GOVERNMENT-FURNISHED, GOVERNMENT-INSTALLED

OSP OUTSIDE PLANT

PET PROTECTED ENTRANCE TERMINALS

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


12"

= 1

'-0"

4/16/2013 10:52:46 AM

C. S

ANBO

RN

R.T

HO

MPS

ON

T. T

OD

4/17

/201

3

EP14

T-00

1

T-001

TELE

CO

MM

UN

ICAT

ION

SLE

GEN

D4/

17/2

013

C. S

ANBO

RN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

UP

UP

1 2 3 4 5 6 7

G

F

E

D

C

B

A

FUSELAGETRAINER

113

1

AV2

2

2

2

AV

1

1

1

1

AV

AV

AV

AV

12"W X 4"D10' - 0" AFF (TYP UON)

ELEC112

BRIEF106

JAN107

CORR102

VEST101

CLASSROOM100

BRIEF104

MEN'S TOILET105

BREAK ROOM103

WOMEN'S TOILET108

COMM111

MECH109

FIRE PUMP ROOM114

DUCTBANKENTRY

110 BLOCKSAND PET

R2R1

FB1

FB1

1

1

2

1

12"W X 4"D8' - 0" AFF

T-502A6

(TYP)

5

55 5

2

NOTES:

1. SEE SHEET T-001 FOR SYMBOL LEGEND,ABBREVIATIONS, PROJECT GENERAL NOTES ANDMATRIX OF RESPONSIBILITIES.

2. SEE T-500 SERIES SHEETS FORTELECOMMUNICATION DETAILS.

3. SEE SHEET T-701 FOR TELECOMMUNICATIONSSCHEDULE AND RISERS.


5. ALL HORIZONTAL CABLING SHALL BE ROUTED IN 1-INCH MINIMUM EMT CONDUIT FROM OUTLET TOCABLE TRAY ENROUTE TO THE COMMUNICATIONROOM.

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/16/2013 10:52:50 AM

C. S

ANBO

RN

R.T

HO

MPS

ON

T. T

OD

4/17

/201

3

EP14

T-10

1

T-101

TELE

CO

MM

UN

ICAT

ION

S PL

ANFI

RST

FLO

OR

4/17

/201

3C

. SAN

BOR

N

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

1 FIRST FLOOR COMM PLANN

0 4' 8' 16'

SCALE:1/8"=1'

KEYED NOTES:

PROVIDE 2" EMT CONDUIT BETWEENAV WALLPLATE LOCATIONS INDICATEDIN ROOM.

COVER THREE WALLS WITH RIGIDLY-FIXED, 3/4-INCH A-C PLYWOODBACKBOARD. BACKBOARD SHALL BEVOID-FREE, FIRE-RATED (NO FIRE-RETARDANT PAINT) AND SHALLEXTEND FROM 0'-6" AFF TO 8'-6" AFF.

4-4" DIAMETER SLEEVES

1

2

2

3

3

WALL PHONE FACEPLATE1

BMODULAR JACK

COMMUNICATIONS - MODULAR JACK AND CABLING FACEPLATE INFORMATION SCHEDULE

CABLINGDESIGNATOR

A

APPEARANCE

CAT 6 RJ-45 DATA

COLOR COLOR

4-PAIR CATEGORY 6 UTPBLUE BLUE

B CAT 5 RJ-45 VOICE 4-PAIR CATEGORY 5 UTPWHITE WHITE

D BLANK PORT COVER N/AMATCHFACEPLATE

N/A

C CATV F-TYPECONNECTOR

RG-6 COAX CABLINGN/A BLACK

E CAT 6 RJ-45 DATA(SHIELDED)

4-PAIR CATEGORY 6(FOIL SHIELDED-TWISTEDPAIR)

RED RED

COMMUNICATIONS WALL FACEPLATE2

A A

D D

D D


A A

B D

D D


A A

A A

D D

CATV WALL FACEPLATE5

C

AUDIO/VISUAL WALL FACEPLATE.REFER TO DETAIL A6 ON SHEET T-502 FORMORE INFORMATION.

AV

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


12"

= 1

'-0"

4/16/2013 10:52:51 AM

C. S

ANBO

RN

R.T

HO

MPS

ON

T. T

OD

4/17

/201

3

EP14

T-50

1

T-501

TELE

CO

MM

UN

ICAT

ION

SD

ETAI

LS4/

17/2

013

C. S

ANBO

RN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

NOTES:

1. SEE DRAWING T-001 FOR COMMUNICATIONSLEGEND, ABBREVIATIONS AND GENERAL NOTES.

2. THIS DRAWING SHALL BE READ IN CONJUNCTIONWITH ALL OTHER CONTRACT DOCUMENTS.

3. CONTRACTOR SHALL INSTALL ALL CONDUITS WITHPULL STRINGS TO FACILITATE FUTRE CABLEADDITIONS.

SCALE: NTSD1 COMM OUTLET TYPE 1SCALE: NTSD3 COMM OUTLET TYPE 2

SCALE: NTSD5 COMM OUTLET TYPE 3

SCALE: NTSA1 COMM OUTLET TYPE 4SCALE: NTSA3 COMM OUTLET TYPE 5

SCALE: NTSA7 COMM OUTLET TYPE AV

CABLE TRAY

INSULATED BUSHING

RIGID METALLIC CONDUIT

CABLE TRAY CLAMP, STEEL AND/OR MALLEABLE IRON.FOR PERPENDICULAR (90 DEGREES) CONNECTION, USETYPE SIMILAR TO THAT SHOWN. FOR CONNECTION ATANGLES OTHER THAN 90 DEGREES, USE SWIVEL-TYPE CLAMPS.

MIN 5/8"THREADED ROD

TYPICAL FRAMING CHANNEL SUPPORT,UNLESS DIRECTED OTHERWISE BY TRAYMANUFACTURER

MAXIMUM DISTANCE BETWEENSUPPORTS SHALL BE 8' (UON)

PAIR

1

T568B

PAIR

PIN

5T1

5432 876

3T3

R4T4R3

876

R1T2R2

412

412PAIR

3

PAIR

PAIRID #

3/4" CONDUIT TO WALLOUTLET OR POWER SOURCE

1-1/4" AV CONDUIT

1-1/4" VOICE/DATA CONDUIT

CONTINUE VOICE/DATA CONDUITTO NEAREST CABLE TRAY

AV BOX

FLOOR BOX

BRIEF OR CONFERENCE ROOM CENTER TABLE COMPUTER TABLE

COMPUTER TABLE AV BOX INBRIEF ROOMS ONLY

AV

AV

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


As in

dica

ted

4/16/2013 10:52:53 AM

C. S

ANBO

RN

R.T

HO

MPS

ON

T. T

OD

4/17

/201

3

EP14

T-50

2

T-502

TELE

CO

MM

UN

ICAT

ION

SD

ETAI

LS4/

17/2

013

C. S

ANBO

RN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

DETAIL D1

TYPICAL CONDUIT TO CABLETRAY DETAIL

DETAIL A1

TYPICAL BASKET CABLE TRAYDETAIL

DETAIL D4

MODULAR CATEGORY 6 PLUGPIN-OUT T568B

DETAILT-101

A6

BRIEF AND CONFRENCE ROOMCONDUIT AND BOX ROUGH-IN

CPP48

R2

SPLICECASE

DUCTENTRANCE

LADDER RACK (TYP)

SUPPORTRING(TYP)

LEGEND:CPP48 48 PORT UTP CAT 6 PATCH PANELSPP48 48 PORT Sc CAT 6 PATCH PANELCM 2U HORIZONTAL CABLE MANAGEMENTPET PROTECTED ENTRANCE TERMINALS110 TYPE 110 TERMINATION BLOCKS50PR 50 PAIR CAT 3 CABLE200PR 200 PAIR CAT 3 CABLE0SP200PR OUTSIDE PLANT 200 PAIR CABLE (ICEA S-80-576)

RACK NO.(TYP)

PET110 110 CM

CPP48CM

CPP48CM

CPP48CM

50PR

200PR

200PR

OSP 200PR

COMM 111

ROOM NO.(TYP)

FIRST FLOOR

FPP24

R1

COMM 111

FIBERMAINT.LOOP(TYP)

DUCTENTRANCE

OSP24SM

LADDERRACK(TYP)

SUPPORTRING(TYP)

LEGEND:FPP24 24 PORT FIBER OPTIC PATCH PANELFPP12 12 PORT FIBER OPTIC PATCH PANEL24SM 24-STRAND SINGLE-MODE FIBER OPTIC CABLE12SM 12-STRAND SINGLE-MODE FIBER OPTIC CABLEOSP OUTSIDE PLANT

ROOM NO.(TYP)

FIRST FLOOR

BUR

NS

& M

cDO

NN

ELL

9400

WAR

D P

ARKW

AYKA

NSA

S C

ITY,

MO

641

14(8

16) 3

33-9

400


51

D

2 3

C

4

A

B

DAT

EAP

PR.

DR

AWIN

G C

OD

E:

DR

AWN

BY:

DES

IGN

ED B

Y:D

ATE:

CH

ECKE

D B

Y:

SCAL

E:

SHEETREFERENCE

NUMBER:

CO

PYR

IGH

T ©

201

3 BU

RN

S AN

D M

CD

ON

NEL

L EN

GIN

EER

ING

CO

MPA

NY,

INC

.

SHEET OF

6 7 8 9

DAT

E

DES

CR

IPTI

ON

SYM

BOL

REV

ISIO

NS

E

F

FILE:DATE:

U.S

. AR

MY

ENG

INEE

R D

ISTR

ICT

CO

RPS

OF

ENG

INEE

RS

MO

BILE

, ALA

BAM

A

PRO

JEC

T EN

GIN

EER

/AR

CH

ITEC

T

MOBILE DISTRICT


12"

= 1

'-0"

4/16/2013 10:52:54 AM

C. S

ANBO

RN

R.T

HO

MPS

ON

T. T

OD

4/17

/201

3

EP14

T-70

1

T-701

TELE

CO

MM

UN

ICAT

ION

SSC

HED

ULE

/RIS

ER4/

17/2

013

C. S

ANBO

RN

KC-

46A

FUSE

LAGE

TRA

INER

DEFI

NITI

VE D

ESIG

NBA

SE X

, CON

US

NOT TO SCALED3 COPPER BACKBONE RISER

NOT TO SCALEA3 FIBER BACKBONE RISER

COMM ROOM 111 OUTLET SCHEDULE

ROOM NAME ROOM NO.OUTLET

TYPE COUNT

CLASSROOM 100 2 1VEST 101 1 1BRIEF 104 2 2BRIEF 104 FB1 1BRIEF 106 2 2BRIEF 106 FB1 1MECH 109 1 1MECH 109 2 1COMM 111 1 1ELEC 112 1 1FUSELAGE TRAINER 113 1 3FIRE PUMP ROOM 114 1 1

CABLE TV OUTLET SCHEDULE

ROOM NAME ROOM NO.OUTLET

TYPE COUNT

CLASSROOM 100 5 1BREAK ROOM 103 5 1BRIEF 104 5 1BRIEF 106 5 1

NOTE: PROVIDE RG-6 COAXIAL CABLE IN 1-INCH EMTCONDUIT FROM EACH OUTLET BACK TO COMM 107AND TERMINATE AT CABLE TV SERVICE PROVIDERDEMARCATION POINT.

C FUSELAGE TRAINER DEFINITIVE DESIGN (PROJECT NO ... · m-001 mechanical legend and abbreviations...

Documents

Transcript of C FUSELAGE TRAINER DEFINITIVE DESIGN (PROJECT NO ... · m-001 mechanical legend and abbreviations...