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Cairns Field

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SHEET OF

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CONCRETE

1. STRUCTURAL CONCRETE FOR THE BUILDING STRUCTURE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTHAT 28 DAYS AS FOLLOWS:

FOOTINGS, GRADE BEAMS ----------------- f'c = 3,000 PSI SLABS ON GRADE ------------------------------ f'c= 3,000 PSI PRE-CAST ROOF SLABS -------------------- f'c = 3,000 PSI

2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60 UNLESSNOTED OTHERWISE.

3. LOCATION OF ALL CONCRETE JOINTS, OTHER THAN THOSE SPECIFIED, SHALL BE APPROVED BY THECONTRACTING OFFICER BEFORE CONCRETE PLACEMENT.

4. MINIMUM PROTECTIVE COVER OF NON-PRECAST CONCRETE REINFORCEMENT SHALL BE AS FOLLOWS:

CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH -------- 3" EXPOSED TO EARTH OR WEATHER #6 OR LARGER----------------------------------------------------------------------- 2" #5 OR SMALLER--------------------------------------------------------------------- 1 1/2" BEAMS (TO STIRRUPS)----------------------------------------------------------- 1 1/2"

5. MINIMUM CONCRETE SPLICES AND HOOKS FOR REINFORCING STEEL SHALL CONFORM TO ACI 318, CURRENTEDITION.

6. CONCRETE WORK SHALL BE COORDINATED WITH DRAINS, UNDERGROUND UTILITIES, MECHANICAL,ELECTRICAL, AND ARCHITECTURAL PLANS. CONCRETE SHALL NOT BE CAST UNTIL THESE ITEMS HAVE BEENINSTALLED AND ACCEPTED.

7. CONCRETE FINISHES SHALL BE PROVIDED AS DESCRIBED IN THE SPECIFICATIONS.

8. CORNER BARS SHALL BE PROVIDED AT ALL INTERSECTIONS; BAR SIZE AND SPACING TO MATCH LARGERBAR.

STRUCTURAL STEEL

1. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH THE LATEST AISCSPECIFICATIONS AND CODE OF STANDARD PRACTICE.

2. STEEL FABRICATION SHALL CONFORM TO FOLLOWING REQUIREMENTS UNLESS NOTED OTHERWISE. NOSTRUCTURAL STEEL SHALL BE FABRICATED OR ERECTED UNTIL SHOP DRAWINGS HAVE BEEN APPROVED.

MISCELLANEOUS PLATES AND ANGLES - ASTM A36 (Fy=36 KSI)RECTANGULAR HSS - ASTM 500, GRADE B (Fy= 46 KSI)"W" SHAPES AND CHANNELS - ASTM A992

3. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THROUGH STRUCTURAL STEELMEMBERS. CUTTING OF STEEL SHALL NOT BE PERMITTED WITHOUT APPROVAL OF THE CONTRACTING OFFICER'SREPRESENTATIVE.

4. NO STRUCTURAL STEEL SHALL BE FABRICATED OR ERECTED UNTIL SHOP DRAWINGS HAVE BEEN APPOVED.

5. THE CONTRACTOR SHALL VERIFY ALL SHOP DRAWING DIMENSIONS WITH THE STRUCTURAL AND ARCHITECTURALPLANS AND DETAILS, AND WITH EXISTING STRUCTURE DIMENSIONS AND DETAILS.

6. BOLTED CONNECTIONS SHALL BE MADE WITH HIGH STRENGTH BOLTS CONFORMING TO ASTM A325, 3/4"DIAMETER MINIMUM UNLESS NOTED OTHERWISE.

7. CONNECTIONS NOT SHOWN ON DRAWINGS SHALL BE DESIGNED BY THE FABRICATOR. CONNECTIONS SHALL BESELECTED TO SUPPORT ONE HALF THE TOTAL UNIFORM LOAD CAPACITY SHOWN IN THE ALLOWABLE LOAD TABLES,PART 2 OF LATEST AISC MANUAL FOR THE GIVEN BEAM, SPAN, AND GRADE OF STEEL SPECIFIED. WHERE POSSIBLE,DOUBLE ANGLE CONNECTIONS SHALL BE USED.

8. ALL WELDS SHALL BE MADE USING E70XX ELECTRODES AND SHALL BE 3/16 " MINIMUM IN SIZE.

9. ANCHOR BOLTS SHALL CONFORM TO ASTM F1554 GRADE A36.

10. ALL SHOP AND FIELD WELDING SHALL CONFORM TO THE STRUCTURAL WELDING CODE AWSD1.1, LATEST EDITION, PUBLISHED BY THE AMERICAN WELDING SOCIETY (AWS). SHOW ALL SHOP WELDS ON THEFABRICATION DRAWINGS AND ALL FIELD WELDS ON THE ERECTION DRAWINGS.

&@ABABV.ALT.APPROX.ARCH.BBLDG.B/STLBOTBRKT.BRNG.C.L.CJCL.COECOL.CONC.CMUCONN.CONT.DET.DIA.DIM.doDRDWG.E.E.F.E.W.EA.EL. (HEIGHT)ELEV. (VIEW)EQ.EQUIP.EXIST.EXP. JT.FSF.D.F.F.FAB.FDN.FIG.FIN. FL.FIN. GR.FL.FLGFRMG.FT.FTG.GALV.H.R.HEX.HGR.HORIZ.HT.I.D.I.F.INCL.INV.JST.JT.LLH.LLVLVR.MCJM.O.MAT'L.

ANDATANCHOR BOLTABOVEALTERNATEAPPROXIMATEARCHITECTURALBEAMBUILDINGBOTTOM OF STEELBOTTOMBRACKETBEARINGCENTERLINECRACK CONTROL JOINTCLEAR/CLEARANCECORPS OF ENGINEERSCOLUMNCONCRETECONCRETE MASONRY UNITCONNECTIONCONTINUE/CONTINUOUSDETAILDIAMETERDIMENSIONDITTODRAINDRAWINGEASTEACH FACEEACH WAYEACHELEVATIONELEVATIONEQUALEQUIPMENTEXISTINGEXPANSION JOINTFOOTING STEPFLOOR DRAINFAR FACEFABRICATEFOUNDATIONFIGUREFINISH FLOORFINISH GRADEFLOOR FLANGEFRAMINGFOOTFOOTINGGALVANIZEHANDRAILHEXAGONHANGERHORIZONTALHEIGHTINSIDE DIMENSIONINSIDE FACEINCLUDE/INCLUSIVEINVERTJOISTJOINTLONG LEG HORIZONTALLONG LEG VERTICALLOUVERMASONRY CONTROL JOINTMASONRY OPENINGMATERIAL

MAX.MECH.MFR.MIN.MISC.N.N.F.N.T.S.NO.O.C.OPNG.OPP.O.F.PCPED.P.E.J.PEMBPERP.PL.PLATF.PRELIM.PRI.PROJ.PT.P.T.PVCPVMT.QTY.R.R.R.RAD.RDREF.REINF.REQD.R.F.RM.S/WSCHED.SECT.SFSHT.SIM.SLV.SPCG.SPEC.SQ.SST.SPSTA.STD.STIFF.STL.STR.SUPT.SYMM.T&BTOCTOFT/STLT/WALLTEMP.THK.TYP.U.N.O.VAR.VERT.W.W.F.w/W/OWP

MAXIMUMMECHANICALMANUFACTUREMINIMUMMISCELLANEOUSNORTHNEAR FACENOT TO SCALENUMBERON CENTEROPENINGOPPOSITEOUT FACEPIERCEPEDESTALPREMOLDED EXPANSION JOINTPRE-ENGINEERED METAL BUILDINGPERPENDICULARPLATEPLATFORMPRELIMINARYPRIMARYPROJECTIONPOINTPOINT OF TANGENTPOLYVINYL CHLORIDEPAVEMENTQUANTITYRADIUSRAILROADRADIALROADREFERENCEREINFORCEREQUIREDRIGID FRAMEROOMSPACE WITHSCHEDULESECTIONSWAY FRAMESHEETSIMILARSHORT LEG VERTICALSPACINGSPECIFICATIONSQUARESTAINLESS STEELSPACESTATIONSTADARDSIFFERNERSTEELSTRAIGHTSUPPORTSYMMETRICALTOP AND BOTTOMTOP OF CONCRETETOP OF FOOTINGTOP OF STEELTOP OF WALLTEMPERATURETHICKNESSTYPICALUNLESS NOTED OTHERWISEVARIABLEVERTICALWELDIED WIRE FABRICWITHWITHOUTWORKING POINT

GENERAL NOTES:

1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING THE WORK AT JOBSITE. COORDINATE THE LOCATION AND DIMENSIONS OF EXISTING STRUCTURE, OVERHANGS, OPENINGS, AND EMBEDDED OR ATTACHED ITEMS THAT EFFECT THE PROJECT. REFER TO ARCHITECTURAL, SITE, MECHANICAL, ELECTRICAL, AND PIPING DRAWINGS.

2. ALL STRUCTURAL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS.

3. PROVIDE TEMPORARY BRACING AND SHORING OF THE STRUCTURE AND COMPONENTS UNTIL ALL COMPONENTS ARE ERECTED AND ALL CONNECTIONS ARE FULLY MADE, AS NECESSARY, TO INSURE STABILITY DURING CONSTRUCTION. BRACE ALL WALLS DURING CONSTRUCTION AGAINST WIND AND/OR CONSTRUCTION LOADS.

4. ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS [X'-X"] REFERENCED TO THE FINISHED FIRST FLOOR ELEVATION DATUM [0'-0"]. SEE CIVIL DRAWINGS FOR THE ACTUAL DATUM ELEVATION.

5. REPRODUCTION OF CONTRACT DRAWINGS SHALL NOT BE USED AS SHOP DRAWINGS UNDER ANY CIRCUMSTANCES.

6. REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT DRAWINGS TO THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO BEGINNING WORK IN AREAS THAT WILL BE AFFECTED.

7. ELECTRICAL CONDUIT AND PLUMBING SHALL NOT PENETRATE PIER CAPS OR GRADE BEAMS.

STRUCTURAL DESIGN CRITERIA:

1. BUILDING CODES, STANDARDS, AND SPECIFICATIONS:

INTERNATIONAL BUILDING CODE (2009 VERSION) MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES (ASCE 7-05) AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS (ACI 318-05) AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES (ACI 530-05) AISC STEEL CONSTRUCTION MANUAL, 13TH EDITION, ASD METHOD AISC SEISMIC DESIGN MANUAL, SECOND PRINTING UFC 1-200-01, DESIGN: GENERAL BUILDING REQUIREMENTS UFC 3-301-01, STRUCTURAL ENGINEERING UFC 4-010-01, DoD MINIMUM ANTITERORISM STANDARDS FOR BUILDINGS

2. STRUCTURAL DESIGN LOADS:

A. DEAD LOADS

ACTUAL WEIGHTS OF MATERIALS USED

B. LIVE LOADS: REDUCIBLE PER BUILDING CODE

ROOF LIVE LOADS 20 PSF ROOF SNOW LOADS 0 PSF LANDINGS AND STAIRS 100 PSF

C. WIND LOADS

BASIC WIND SPEED, V 107 MPH IMPORTANCE FACTOR, I 1.0 EXPOSURE CATEGORY C

D. SEISMIC LOADS

OCCUPANCY CATEGORY I IMPORTANCE FACTOR, I 1.0 SITE (SOIL) CLASS D

Ss 0.11g S1 0.06g SEISMIC DESIGN CATEGORY B

METAL FORM DECK

1. METAL FORM DECK SHALL BE 1.0 CVS, 22 GAUGE AND HAVE A MINIMUM GALVANIZED COATING OF G60.

2. MINIMUM PROPERTIES FOR ARE AS FOLLOWS:

Ip = 0.073 IN4 In = 0.073 IN4 Fy = 60 KSISp = 0.130 IN3 Sn 0.134 IN3

3. FASTENING PATTERN FOR THE ROOF DECK SHALL BE 36/4, #12 TEK SCREWS WITH 2-#10 SIDELAPFASTERERS.

S-201

11

2

S-201 2

2

S-201

33

S-2014

4

A.8

NOTE: T/STL = 10'-6" U.N.O.

2.1E

W10X22

W8X

18

W10X22

W8X

18

C8X

13.7

1

A B

17' - 0"

10' -

0"

** 4' - 0 1/4"

B.2E

EXIST. COL. GRID

6"

** COORDINATE WITH STAIR FABRICATOR

W8X

15

W8X

15

6S-302

5' -

0"

FACE OF EXIST.BLDG. BM.

EXIST. BLDG.

3.E4" CONC. SLAB W/ 6x6-2.9x2.9 WWFON 1", 22 GA. METAL DECK

EXIST. COL. GRID

4S-303

(-2)

(-2)

4' - 2 1/2"

CJ

10" 10"

CJ BETWEEN STAIRLANDING AND CORRIDOR

S-201

11

10' -

0"

2

S-201 2

2

S-201

33

S-2014

4

A.8

EXIST. FTG.EXIST. BLDG. GR. BM.

EXIST. FTG.

FACE OF EXIST.FDTN. WALL

EXIST. COL. GRID

----

4S-301

1

A B

2S-301

B.2E

4' - 2"

TYP.

10 1

/2"

10 1

/2"

TYP.10 1/2" 1

S-301

1S-301

Sim

1S-301

Sim

4' - 2 1/2"

5' -

2"

3.E

7"3' - 4" 1' - 3 1/2"

11 1

/2"

1' - 4"

SLAB ON GRADE CONSTRUCTION:

4" THK. CONC. W/ 6x6-W1.4xW.1.4 W.W.F.ON 10 MIL VAPOR BARRIERON 6" CAPILLARY WATER BARRIER

4'-0"x4'-0" x1'-6"CONC. FTG.,TYP. U.N.O.

3'-0"x3'-0" x1'-6"CONC. FTG.

3S-301

5S-301

TS

S-201

11

W10

X22

W10

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2

S-201 2

2

S-201

33

S-2014

4

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2.1E

W10X22

W10X22

1

A B

17' - 0"

4' - 2"

10' -

0"

B.2E

6"

EXIST. COL. GRID

S-3024

FACE OF NEW TOWERINSULATED WALLPANELTOWER SIDING

3.E

EXIST.COL. GRID

EXIST. ROOF BM.

RO

OF

O/H

3' -

6" E

XIST

.

W8X

10

5' - 8" 5' - 8" 5' - 8"

W8X

10(-1

")

(-1")

S-3031

T/ SLAB EL. 21'-4"

5S-303

9S-302

S-201

11

2

S-201 2

2

S-201

33

S-2014

4

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2.1E

1

A B B.2E

3S-302

3.E

EXIST. COL. GRID

FACE OF NEW TOWERINSULATED WALL PANELTOWERSIDING

EXIST.COL. GRID

EXIST. ROOF BM.

12' - 10" 4' - 2" 4' - 11 1/2"

RO

OF

O/H

3' -

6" B

LDG

.6" THK. PRECASTCONC. SLAB, 3 EA.

10' -

0"

TYP. U.N.O.

2 EQ. SP.= 3' - 0"

3 EQ. SP. =6' - 3 5/8"

1' -

6"

3 EQ

. SP.

= 7

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"

1' -

6"

ROOF SLABCONNECTION, S/302.

KEYWAY JT.

2' - 5 1/2" 2' - 5 1/2"

3 EQ. SLABS = 21' - 11"TYP.

6"

5S-303

9S-302

9S-302

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SHEETIDENTIFICATION

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1/4" = 1'-0"2 2ND FLOOR FRAMING PLAN

1/4" = 1'-0"1 1ST FLOOR FRAMING PLAN

1/4" = 1'-0"3 ROOF FRAMING PLAN 1/4" = 1'-0"4 ROOF SLAB PLAN

NOTES:

1. LOCATIONS SHOWN ARE ANCHOR POINTS FOR THEPRECAST CONCRETE PLANKS. SEE DETAIL 6 / S-304.

2. ANCHOR POINTS AND SHEAR KEY BETWEEN PRECASTCONCRETE PLANKS SHALL BE GROUTED AFTER BOLTING.

04 8268 02 4 8134

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

A.8

W10X22

W10X22

T/STL.

W8x

24

W8x

24

HSS

5x5x

3/16

2L 3x2-1/2 (8K)2L 3

x2-1

/2 (8

K)

2L 3x2-1/2 (9k)

2L 3

x2-1

/2 (9

K)

A B

C7x9.8 GIRT

C6x8.2 GIRT

C7X9.8 GIRT

C6x8.2 GIRT 5/8" DIA. GIRTHANGER ROD, TYP

S-3045

S-3044

S-3041

S-3042

EL. 10'-6"

T/SLABEL. 0'-0"

T/STL.EL. 23'-4"

T/GIRTEL. 17'-1"

T/GIRTEL. 4'-11"

17' - 0"

4' - 2"

C6x8.2 GIRTT/GIRTEL. 7'-2"

2

W8X18

W10X22

2L 3x

2-1/2

(3K) 2L 3x2-1/2 (3K)

2L 3x2-1/2 (5K)

1

C6x8.2 GIRT

C6x8.2 GIRT

C7x9.8 GIRT

5/8" DIA. GIRTHANGER ROD, TYP

C7x9.8 GIRT

S-3043

S-3045

Sim

S-3046

2L 3x

2-1/2

(5K)

T/STL.EL. 10'-6"

T/SLABEL. 0'-0"

T/STL.EL. 23'-4"

10' - 0"

W8x

24

W8x

24

A.8

W10X22

W10X22

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24 W8x

24

HSS

5x5x

3/16

2L 3

x2-1

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K)

2L 3x2-1/2 (8K)

2L 3x

2-1/2

(9K)

AB

5/8" DIA. GIRTHANGER ROD, TYP.

C7X9.8 GIRT

C6x8.2 GIRT

C7X9.8 GIRT

C6x8.2 GIRT

S-3045

Sim

S-3044

Sim

S-3041

Sim

S-3041

Sim

T/STL.EL. 10'-6"

T/SLABEL. 0'-0"

T/STL.EL. 23'-4"

2L 3x2-1/2 (9K)

17' - 0"

4' - 2"

T/STL.EL. 21'-8"

5S-303

2

W8X18

W10X22

EXIST. FTG

1

C6x8.2 GIRT

C6x8.2 GIRT

C7x9.8 GIRT

5/8" DIA. GIRTHANGER ROD, TYP

C7x9.8 GIRT

2L 3x2-1/2 (3K)2L 3x

2-1/2

(3K)

2L 3x

2-1/2

(5K)

S-3045

Sim

S-3043

Sim

S-3046

Sim

2L 3x2-1/2 (5K)

T/STL.EL. 10'-6"

T/SLABEL. 0'-0"

T/STL.EL. 21'-4"

10' - 0"

W8X15T/STL. 10'-4"

W8X15

W8x

24

W8x

24

HSS

5x5x

1/4

FACE OF EXIST. BEAM, TYP.

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

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

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

NOTES:

1. THE NUMBER IN THE PARENTHESIS AFTER THE BEAM SIZE INDICATES THEDIMENSION TO THE TOP OF STEEL FROM THE REFERENCED FLOOR ELEVATION.

2. GIRT LOCATIONS SHOWN IN ELEVATION 1 ARE TYPICAL ON ALL TOWERELEVATIONS.

3. FOR GIRT CONNECTION DETAILS, SEE S-304.

4. ALL DIAGONAL BRACING ANGLES ARE 1/4" THICK, HAVE THE LONG LEGS VERTICAL,AND HAVE A 3/8" MINIMUM BACK TO BACK DISTANCE.

04 8268 02 4 8134

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

F.F.0' - 0"

1

SEE SECTION 1 FORFDTN. DETAILS

1' -

6"

4' - 0" SQ.

2' -

0"

10 1/2"

5-#7 @ EQ. SP., E.W., W/STD. HOOK EA. END,TYP. FOR ALL 4'-0" SQ. FTGS.

5-#5 @ EQ. SP., E.W., W/ STD.HOOK EA. END,TYP. FOR ALL 4'-0" SQ. FTGS.

F.F.0' - 0"

1

SEE SECT. 1 FORFDTN. DETAILS

HSS5x5

4-#6 W/ 5-#4 TIES,3 @ 3" & 2 @ 6" O.C.CENTERED UNDER COL.

SQ. PATERN1' - 0"

7" 10 1/2"

2' -

0"

3' - 0" SQ.

1' -

6"

11 1/2"

4-#5 @ EQ. SP., E.W.W/ STD. HOOK EA. END

4-#6 @ EQ. SP., E.W.W/ STD. HOOK EA. END

F.F.0' - 0"

L4x3x3/8 LLH W/ 1/2" EXP.BOLTS @ 2'-0" O.C. MAX.

3" M

IN.

2-#5 CONT.

CONC. SLAB, SEE PLAN

10 MIL VAPOR BARRIER ON6" CAPILLARY WATER BARRIER

4"x x x x

2' -

0"

F.F.0' - 0"

B

1' -

0"6"

8-#8x2'-0", 4 EA. LAYER @EQ. SP. HORIZ., DRILL &EPOXY INTO EXIST . FTG.

CONCRETE FILLUNDER NEW FTG.

T/FTG. EL . -0'-6"

T/EXIST. FTG. EL. -2'-0"CONTRACTOR VERIFYSEE NOTE 1

FOR FTG. DETAILS, SEE SECT. 2

2' - 0"

2' -

0"

1' - 0"

F.F.0' - 0"

A.8

2-#5

1' - 0" 2 1/2"

CLIP W/ 2-3/4" EXP. BOLTS

3"

8"

SHEETIDENTIFICATION

1 2 3 4 5

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M 2

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Enter District

M. T

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MPS

ON

M.T

HO

MPS

ON

C. A

SH

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S30

1YP

26

S-301

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DIS

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- - - -

S. E

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0

FOU

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BAM

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S-3

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1" = 1'-0"2 SECTION

1" = 1'-0"4 SECTION

1" = 1'-0"1 SECTION

1" = 1'-0"3 SECTION

NOTES:

1. TOP OF EXISTING FOOTING IS UNKNOWN. CONTRACTOR IS TOVERIFY TOP OF EXISTING FOOTING. IF TOP OF FOOTING ISDIFFERENT FROM THAT SHOWN, CONTRACTOR SHOULD CONTACTTHE CONRACTING OFFICER'S REPRESENTATIVE FOR FUTHERDIRECTION.

1/2 1 21

SCALE: 1"=1'-0"

0

1 1/2" = 1'-0"5 SECTION

WT 5x11

C6x8.2

DIAGONALBRACING5/8" DIA. GIRT

SUPPORT ROD

10 1/2"

FOR PANEL,SEE ARCH.

DIAGONALBRACING

C7x9.8

5/8" DIA. GIRTSUPPORT ROD

10 1/2"

FOR PANEL,SEE ARCH.

WT 5x11 @3'-6" MAX. HORIZ.

C6x8.2, BOLT TO WT5W/ 2-3/4" DIA. BOLTS

10 1/2"METAL PANEL,SEE ARCH.

WALL GIRT CHANNEL, COPE@ COL. WHERE REQ'D.

WALL GIRT CHANNEL

WT5

WT5

10"

PL. 1/4x4x4

W10

W10

10 1/2"

10 1

/2"

W10

T/STL. EL., SEE PLAN

3/16 2 - 2

3/16 2 - 2PL. 1/2x6x0'-8" W/4-1/2" DIA. x4" STUDS

8"

23.E5' - 2"

L4x4x1/4 ANGLE EA. SIDEW/ 2-3/4" DIA. BOLTS N

2-5/8" DIA. ADHES.ANCHOR EA. SIDE

EXIST. CONC. BEAM

W8FILL RECESS W/ CONC.

8"

4"

4"

HSS4x4

2"

8"

WT5x11 GIRTSUPPORT, TYP.

1' - 10"

SEE

SEC

T. 8

SEE SECT. 8

8S-302

SEE PLAN, S-101

14' -

11"

PLANKS ONLYKEYWAY BETWEEN

KEYWAY BETWEENPLANKS ONLY

9S-302

Sim

MIN

. T&B

3/4"

CL.T&B REINF. PER

ROOF SLAB MANUF.

6"

2 1/2"

2"

1/2" DIA. EXP. BOLT@ 4'-0" O.C.

2"

1/4" DIA. SCREWS@ 2'-0" O.C.

TIMBER, SEE ARCH.

SHEETIDENTIFICATION

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MM

M 2

0YY

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Enter District

M. T

HO

MPS

ON

M.T

HO

MPS

ON

C. A

SH

LEY

S30

2YP

26

S-302

MO

BILE

DIS

TRIC

T

- - - -

S. E

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Y

0

FRA

MIN

G S

ECTI

ON

S &

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TAI L

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BAM

A

S-3

02-

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

TYP. GIRT SUPPORTROD @ BEAM

1 1/2" = 1'-0"2 TYP. GIRT BETWEEN FLOORS 1 1/2" = 1'-0"3

TYP. GIRTSUPPORT @ BEAM

1 1/2" = 1'-0"4 TYP. GIRT CORNER DETAIL

3" = 1'-0"5 ROOF SLAB CONNECTION DETAIL 1" = 1'-0"6 SECTION

1/2" = 1'-0"7 ROOF SLAB PLAN

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

1 2 42

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

0

1/2 1 21

SCALE: 1"=1'-0"

0

0

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

11

1 1/2" = 1'-0"9 SECTION

A.8 B

2ND FL. EL. 10'-8"

T/STL. EL., SEE PLAN

T/GIRT EL. 15'-3"

4' - 2"

T/STL. EL.,

HSS4x4x1/4 W/ 5/8" PL.& 4-5/8" DIA. BOLTSEA. END, TYP.

WT5x11 W/ 2-3/4" DIA. BOLTS, TYP.,SIMILAR CONNECTION @ HSS5x5COL. IN 2ND FL. OF STAIRWELL

L 4x3x3/8, TYP.

L 4x3x3/8 W/ 2 3/4" DIA.BOLTS EA. SIDE, TYP.

METAL PANEL, SEE ARCH.

C6x8.2 GIRT, TYP.

WT5, TYP.

10 1/2" 10 1/2"

SEE PLAN

3/16TYP.

3/16

3/16TYP.

3/16

3/16TYP.

10" 10"

EXIST. ROOF O/H

EXIST. ROOF EL. 21'-4"

#12 POUR STOP

CONC. SLAB, SEE PLAN

A.8B

TYP.2' - 5 1/2"

FORM UNDERSIDEOF SLAB TO MATCHEXIST. ROOF O/H

3

3TYP.

HSS3x3

T/STL.SEE PLAN

3 5/

8"

4-#4 EQ. SP.

3/4"

CL.

x x x x x x x x x x x

L4x3x3/8, TYP.

W8, TYP.

HSS5x5W8

4' - 2"

METAL PANEL,SEE ARCH.

T/SLAB,SEE PLAN

WT5 GIRT SUPPORT

xx

10 1/2" 10 1/2"

10"

WALL GIRTS

2

A.8 B

3.E

2S-303

4S-303

TYP.2' - 5 1/2"

HSS3x3x3/16(B/STL. 29'-9 3/8")

3 5/8" CONC. SLAB W/6x6-1.4x1.4W.W.F & 3-#4LONG. ON 1 " 22 GA.METAL DECK

W8x

10 (2

0'-9

3/8

")

1' -

1 1/

2"

4' -

7"4' - 2"

W8x

10 (2

0'-9

3/8

")

3S-303

EXIS

T . R

OO

F O

/H3'

- 6"

RO

OF

BM.

10" ,

EXI

ST.

T/SLAB EL. 21'-4"

W10

W10

W8

3/8" EXP. JT.

3.E

W8

HSS4x4

1/4" THK. ANGLE EA. SIDEW/ 2-3/4" DIA. BOLTS

2-5/8" DIA. ADHES.ANCHOR EA. SIDE

4"

EXIST. CONC. BM.

EXIST. ROOF O/H,T/ SLAB EL 21'-4"

2"

T/ STL. EL.,SEE PLAN

WT5x11 8"

2

10 1/2"

WT 5

C6 GIRT

W8

HSS3x3

L4x3x3/8

HSS5x5

PRECAST CONC. ROOF SLAB

EXIST CONC.ROOF O/H

METAL WALL PANEL,SEE ARCH.

WT5x11

1' - 10"

SHEETIDENTIFICATION

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Enter District

M. T

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MPS

ON

M.T

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ON

C. A

SH

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S30

3YP

26

S-303

MO

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DIS

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0

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S &

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BAM

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S-3

03-

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1" = 1'-0"4 SECTION

1" = 1'-0"2 SECTION

3/4" = 1'-0"1 ENLARGED PLAN

1" = 1'-0"3 SECTION

1" = 1'-0"5 SECTION

1/2 1 21

SCALE: 1"=1'-0"

0

0

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

12 2

2-L3x2 1/2DIAG. BRACING

3/8" MIN. GUSSET PL.

W.P.

F.F.0' - 0"

T.O.F.-2' - 0"

1 1/2" GROUT BED

W.P.

W8COL.

10" E

MBE

D


2-L3x2 1/2 DIAG.BRACING

F.F.0' - 0"


1 1/2" GROUT BED

2-L3x2 1/2 DIAG.BRACING

3/16

10" E

MBE

D

HSS5x5


W.P.

W8 COL.2-L3x2 1/2DIAG. BRACING

F.F.0' - 0"

T.O.F.-2' - 0"


2-L 3x2 1/2DIAG. BRACING

W.P.

W8 COL.

3/8" MIN.GUSSET PL.

2-L3x2 1/2 DIAG.BRACING, TYP.

1' - 5"10"

1' -

0 1/

2"

10"

6" 6"3/4" THICK BASE PL.

1/4

5"

2 1/

2"2

1/2" 5"

3" 3" HOLE FOR3/4" DIA. BOLT, TYP.

W8

1' - 1"

7 1/2"

7"3 1/

2"

1 1/2" 6" 4" 1 1/2"

1 1/

2"1

1/2"

7"

1/4

HOLES FOR 3/4" DIA. BOLTS, TYP.

HSS5x5

SHEETIDENTIFICATION

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M. T

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MPS

ON

M.T

HO

MPS

ON

C. A

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S30

4YP

26

S-304

MO

BILE

DIS

TRIC

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- - - -

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MIN

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BAM

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

1 1/2" = 1'-0"1 DETAIL 1 1/2" = 1'-0"2 DETAIL

1 1/2" = 1'-0"5 DETAIL

1 1/2" = 1'-0"3 DETAIL

1 1/2" = 1'-0"6 DETAIL

1 1/2" = 1'-0"7 W8 COLUMN BASE PLATE 1 1/2" = 1'-0"8 HSS5x5 COLUMN BASE PLATE

0

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

11

UPUP

UP

BUILDING CODE AND LIFE SAFETY CRITERIA AND ANALYSIS APPLICABLE CODES:UFC 3-600-01IBC 2012NFPA 101 2012

PROJECT INFORMATION

OCCUPANCY CLASSIFICATION: BUSINESS GROUP B (IBC) BUSINESS (NFPA)

CONSTRUCTION CLASSIFICATIONEXISTING: IIB (IBC)NEW

FIRE RESISTANCE RATINGSEPARATION BETWEEN TOWER AND EXIT: 2 HR. (IBC 109.3.1.2); 2 HR. (NFPA 7.1.3.2.1)

BUILDING HEIGHT AND AREA LIMITATIONSCONTROL TOWER: 95 FT. (ACTUAL); 85 ft. (IBC TABLE 412.3.2)

MEANS OF EGRESSNUMBER OF EXITS REQUIRED: 1 (IBC 412.3.3); 1 (NFPA 11.3.2.4; NFPA11.3.4.4.1)

EXIT ACCESS REQUIREMENTSCORRIDOR WIDTH: .2(OCCUPANCY) = 7.5 IN. (IBC 1005.1); 28 IN. (NFPA 7.3.4.1.2)TRAVEL DISTANCE TO EXITS:138 WITH ADDITION (ACTUAL); 200 FT. ALLOWABLE (IBC TABLE 1016.1) 200 FT. ALLOWABLE (NFPA 7.6) 75 FT. ALLOWABLE (NFPA 11.3.2.4.2)MINIMUM DOOR WIDTH: 32 IN. (IBC 1008.1.1)EXISTING STAIR MINIMUM WIDTH:33 IN. (ACTUAL); 36 IN. (NFPA TABLE 7.2.2.2.1.1(b))EXISTING STAIR MAXIMUM RISER HEIGHT: 7.5 IN. (ACTUAL); 8 IN. (NFPA TABLE 7.2.2.2.1.1(b))EXISTING STAIR MINIMUM TREAD DEPTH: 9.5 IN. (ACTUAL); 9 IN. (NFPA TABLE 7.2.2.2.1.1 (b))NEW STAIR MINIMUM WIDTH: 44 IN. (ACTUAL); .3(OCCUPANCY) = 4.5 IN. (IBC 1005.1); 44 IN. (NFPA TABLE 7.2.2.2.1.2(B))NEW STAIR MINIMUM RISER HEIGHT: --; 4 IN. (NFPA Table 7.2.2.2.1.1(a))NEW STAIR MAXIMUM RISER HEIGHT: 7 IN. (ACTUAL); 7 IN. (NFPA Table 7.2.2.2.1.1(a))NEW STAIR MINIMUM TREAD DEPTH: 11 IN. (ACTUAL); 11 IN. (NFPA Table 7.2.2.2.1.1(a))

AIR TRAFFIC CONTROL TOWER OF BUILDING 30101, CAIRNS AIR FIELD

FIRE RESISTANT REQUIREMENTSSPRINKLER SYSTEM PROVIDED: NONE

BUILDING GROSS AREA: 306 SQ. FT.OCCUPANT LOAD FACTOR:40 SQ. FT./PERSON NFPA TABLE 7.3.1.2OCCUPANT LOAD: 8

SHEETIDENTIFICATION

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T.W

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EG

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A-001

NEW

BUI

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GEX

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M.C

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SA

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DAT

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A-00

1-

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1/16" = 1'-0"A-0011 LIFE SAFETY PLAN

PRIMARY WORK AREA

UPUP

UP

A-201

2

A-202 1

A-201

1

A-2022

SHEETIDENTIFICATION

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1'-0

"

7/26

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311

:08:

55 A

M

MM

M 2

0YY

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Enter District

T.W

ALL

ACE

T.W

ALL

ACE

C. A

SH

LEY

A-100

____

_ ___

__ D

IST R

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- - - - -

M.C

HIL

DS

0

OV E

RA

LL P

L AN

FT. R

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AFY

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2J

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A-1

00-

MAR

KD

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1/16" = 1'-0"A-1001 FIRST FLOOR PLAN

2.1E

B.2E

EXISTING WALL ANDWINDOWS TO REMAIN.

LOCKER ROOMA103

WEATHERMAINTENANCE

A102OFFICE

A101

3.E

REMOVE EXISTING METAL WALLPANEL AND ACCESSORIES PREPAREFOR NEW CONSTURCTION.

KEY PLAN

PLAN NORTH

SHEETIDENTIFICATION

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Enter District

T.W

ALL

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T.W

ALL

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LEY

A-101

____

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- - - - -

M.C

HIL

DS

0

DEM

O F

I RS

T FL

OO

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BAM

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SM 0

0 405

2J

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1 01

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A-1

01-

MAR

KD

ESC

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PR

1/4" = 1'-0"A-1011 FIRST FLOOR PLAN - DEMO

GRAPHIC SCALE:

SCALE:

0 4' 8'

1/4" = 1' - 0"

4' 8'

UP

PLAN NORTH

KEY PLAN

2.1E

B.2E

REMOVE EXISTING WINDOWS ANDFRAMES FOR NEW CONSTURCTION.

MINUMIM

10'-5"

MINIMUM OF 3 WINDOWSSHALL REMAIN TO ALLOWNATURAL LIGHT INTO SPACE.

STAIR 1A108

STORAGE ANDMECH. CHASE

A110

TRAINING OFFICEA111

FLIGHT CHIEFOFFICE

A112

CHASE

REMOVE & PREPARE FORNEW DOOR AND FRAME

8'-0

"

3.E

REMOVE DOOR AND FRAME.PREPARE TO INFILL WALL.

PREPARE EXISTING WALL TO BE2HR FIRE RATED WALL.

REMOVE DOOR AND FRAME.PREPARE TO INFILL WALL.

PREP FOR NEW PAINT.

PREP. FORNEW PAINT.

REMOVE EXISTINGFLOORING. PREPAREFOR NEW VCT TILE.

REMOVE EXISTINGFLOORING. PREPAREFOR NEW VCT TILE.

REMOVE EXISTING METAL WALLPANEL AND ACCESSORIES PREPAREFOR NEW CONSTURCTION.

FIELD VERIFY

18'-6 1/2"

FIEL

D V

ER

IFY

12'-4

"

FEILD VERIFY

11'-10"

FEILD VERIFY

6'-6"

FEIL

D V

ERIF

Y

5'-3

"

INSI

DE

FAC

E O

F C

MU

NO WORK -DOOR

NO WORK -DOOR

PREP. AREAFOR NEW PAINT.

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1/4" = 1'-0"A-1021 SECOND FLOOR PLAN - DEMO

GRAPHIC SCALE:

SCALE:

0 4' 8'

1/4" = 1' - 0"

4' 8'

DN

UP

DN

UP

KEY PLAN

PLAN NORTH

5E

2.1E

B.2E

REMOVE EXISTING METAL PANELSAND ACCESSORIES. PREPARE FORNEW 7" 2HR RATED METAL PANELAND ACCESSORIES.

EXISTING STRUCTURE AND GIRT TOREMAIN. PREPARE TO RECIEVE 2HRRATED SPRAY APPLIED FIREPROOFING, TYP.



EXISTING METAL PANEL HANGER DOORCOVER WITH TRACKS TO REMAIN.

EXISTING HANGER DOOR

STAIR 2A109

CHASEA113

3.E

21'-4"

EXISTING ROOF EDGE

EXISTING ROOF- NO WORK

18'-4

"

GIR

T7"

REMOVE EXISTING FLASHING, ACCESSORIESAND PREPARE FOR NEW FASHING ANDACCESSORIES.

REMOVE EXISTING FLASHING, ACCESSORIESAND PREPARE FOR NEW FASHING ANDACCESSORIES.

2.1E

B.2E

STAIR 03A131CHASE

A108




EXISTING METAL PANEL HANGER DOORCOVER WITH TRACKS TO REMAIN.

EXISTING HANGER DOOR

GIR

T7"

21'-4"

18'-4

"


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GRAPHIC SCALE:

SCALE:

0 4' 8'

1/4" = 1' - 0"

4' 8'

1/4" = 1'-0"A-1031 THIRD FLOOR PLAN - DEMO

1/4" = 1'-0"A-1032 FOURTH FLOOR PLAN - DEMO

DN

UP

DN

UP

DN

UP

DN

UP

5E

2.1E

B.2E




EXISTING HANGER ROOF


GIR

T7"

18'-4

"

21'-4"

STAIR 04A132CHASE

A133

5E

2.1E

B.2E




EXISTING HANGER ROOF


GIR

T7"

18'-4

"

21'-4"

CHASEA134

STAIR 05A135

5E

2.1E

B.2E

CHASEA136

STAIR 06A137

STORAGEA138





GIR

T7"

18'-4

"

21'-4"

5E

2.1E

B.2E

1Q





GIR

T7"

18'-4

"

21'-4"

CHASEA139

STAIR 07A140

REMOVE EXISTING WINDOW, FRAME, FLASHINGAND ACCESSORIES. EXISTING WINDOWS TO BEREMOVED AND STORED SAFELY. PREPARE FORINSTALLATION OF EXISTING WINDOWS WITH NEWPANELS. TYP.


STORAGEA146

SHEETIDENTIFICATION

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1/4" = 1'-0"A-1041 FIFTH FLOOR PLAN - DEMO

1/4" = 1'-0"A-1042 SIXTH FLOOR PLAN - DEMO

1/4" = 1'-0"A-1043 SEVENTH FLOOR PLAN - DEMO

1/4" = 1'-0"A-1044 EIGHTH FLOOR PLAN - DEMO

UP

DN

DNDN

5E

2.1E

B.2E

TOWER CABA141 STORAGE

A142

STAIR 08A143







NO WORK

5E

2.1E

B.2E

3.E

STAIR 09 /CONTROL CAB

A144

5E

2.1E

B.2E

3.E

EXISTING TOWER ROOF - NO WORK

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1/4" = 1'-0"A-1051 NINTH FLOOR PLAN - DEMO

1/4" = 1'-0"A-1052 TENTH FLOOR PLAN - DEMO

1/4" = 1'-0"A-1053 TOWER ROOF PLAN - DEMO

NO WORK

UP

1A-301

2A-301

3A-301

4A-301

2

2.1E

1

A.8 B

B.2E

OFFICEA101

WEATHERMAINTENANCE

A102

A

NEW STEEL STAIR, COORDINATEWITH STAIR MANUFACTURE

STEEL STRUCTURE, SEESTRUCTURAL NEW HOLLOW METAL

DOOR & FRAME

10 1

/2"

10 1/2"

10 1

/2" 10 1/2"

10 1/2"

10 1

/2"

4'-2 1/2"

4'-3"8"9'-4

"

10'-0

"

4"

4" 16'-8"

4"

17'-0" 10 1/2"

4'-2"

5'-0

"

5" 5"

2-HR RATED INSULATED METALPANEL (UL DESIGN NO. U050)


2-HR RATED SPRAY APPLIEDFIREPROOFING (ENTIRE STRUCTURE)(UL DESIGN NO. X629, D739, N602,X601)

2-HR RATED SPRAY APPLIEDFIREPROOFING (ENTIRE STRUCTURE)(UL DESIGN NO. X629, D739, N602,X601)4'

-3 1

/4"

NEW STAIR 1A130

3'-4"

1A-302

2A-302

3.E

5'-2

"

CONCRETE SLAB,SEE STRUCTURAL

01

LOCKER ROOMA103

1'-0" 1'-10 1/2"

CONCRETE PAD

SLO

PE

PLAN NORTH

KEY PLAN

WALL TYP SCHEDULEA 3 5/8" GALVANIZED METAL STUD FRAMING @ 16" O.C. WITH 1 LAYER

OF GYPSUM WALL BOARD EACH SIDE. PARTITION TO EXTEND TOBOTTOM OF STRUCTURE ABOVE.

B FIRE RATED CONSTRUCTION - WALL SHALL BE CONSTRUCTEDOF 2HR UL APPROVED FIRE RATED ASSEMBLY. CONTRACTORSHALL ENSURE WALL IS RATED PROPERLY - MATCH EXISTING.

GENERAL NOTES:1. VERIFY RATE OF FLOOR MOISTURE MIGRATION AND

MANUFACTURER RECOMMENDED SURFACE APPLIEDVAPOR BARRIER.

2. FIRE EXTINGUSHERS TO BE AMEREX B456 PER FT.RUCKER FIRE DEPARTMENT. -FEB

3. PROVIDE NEW WALK OFF MATS @ ALL ENTRANCE U.N.O.4. ALL EXTERIOR INSULATED METAL PANELS SHALL BE R 19.

SHEETIDENTIFICATION

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1/4" = 1'-0"A-1101 FIRST FLOOR PLAN

GRAPHIC SCALE:

SCALE:

0 4' 8'

1/4" = 1' - 0"

4' 8'

UP

UP

1A-301

2A-301

3A-301

4A-301

2

1

A.8 B

B.2E

A

B.1

4'-0"

4'-4

"

10 1

/2"

10'-0

"10

1/2

"

10 1/2"

10 1

/2"

3 3/

4"

10 1/2"

3"

9'-4

"

4'-0"

4'-2 1/2"

STAIR 2A104

NEW STEEL STAIR, COORDINATEWITH STAIR MANUFACTURE

STEEL STRUCTURE, SEESTRUCTURAL

2-HR RATED INSULATED METAL PANEL(UL DESIGN NO. U050)


2-HR RATED SPRAY APPLIEDFIREPROOFING (ENTIRE STRUCTURE)(UL DESIGN NO. X629, D739, N602, X601)

2'-1 1/2"

1A-302

2A-302

3.E

02

3'-4"

10 1/2"10 1/2"

3A-302

STAIR 1A108


A110

TRAINING OFFICEA111

FLIGHT CHIEFOFFICE

A112

05

1'-5 1/2"

8'-0

"

04

INFILL WALL TO MATCH EXISTING CONSTRUCTIONTO LIMITS SHOWN.

INFILL WALL TO MATCH EXISTINGCONSTRUCTION TO LIMITS SHOWN.

INFILL WALL TO MATCH EXISTINGCONSTRUCTION TO LIMITS SHOWN.

NEW APPROVED UL 2HR FIRERATED WALL

NEW APPROVED UL 2HR FIRERATED WALL

9'-3 1/2"

03

9'-3"

CONCRETE SLAB, SEESTRUCTURAL

2"

EXJ

LOBBYA145

FEB

RELOCATED PHONE

PULL STATION

PAINTENTIREROOM

PAINTENTIREROOM

PAINTENTIREROOM

VCT FLOORING

VCT FLOORING

VCT FLOORING

PAINT ENTIRE ROOM

CLEAN AND REPAINTEXISTING FLOOR TOMATCH EXISTING

DN

A

Generic - 8"

BB

KEY PLAN

PLAN NORTH








SHEETIDENTIFICATION

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1/4" = 1'-0"A-1111 SECOND FLOOR PLAN

GRAPHIC SCALE:

SCALE:

0 4' 8'

1/4" = 1' - 0"

4' 8'

DN

UP

DN

UP

DN

UP

1A-301

2A-301

3A-301

4A-301

2

2.1E

1

A.8 B

B.2E

A

B.1

2'-5

1/2

"2'

-5 1

/2"

2'-5 1/2"

14'-1

1"

2'-5 1/2"

21'-4"

EXISTING STEEL FRAME STRUCTURE, COLUMNS,BEAMS, AND ANGLES TO RECEIVE 2-HR RATEDSPRAY APPLIED CEMENTIOUS FIREPROOFING (ULDESIGN NO. X629, D739, N602, X601)

NEW 2-HR RATED WALLPANELS (UL DESIGN NO. U050).

EXISTING MODIFIED BITUMEN ROOFNO WORK

1A-302

2A-302

3.E

1'-9"

10'-0

"

17'-0"

PVC ROOF SYSTEM ONCONCRETE SLAB, SEESTRUCTURAL


EXISTING MODIFIED BITUMEN ROOF TOMATCH EXISTING, SHOULD IT BENECCESSARY TO PREVENT LEAKS.

EXISTING HANGAR - NO WORK


STAIR 2A109

CHASEA113

EXISTING DOOR TO REMAIN. SHALL BE PAINTED.PROVIDE NEW FLASHING AND ACCESSORIES AROUNDDOOR AND FRAME. CONTRACTOR SHALL ENSURE A WATERAND AIR TIGHT FACILITY

PROVIDE NEW FLASHING AND ACCESSORIES @ WALLPANEL AND SECOND FLOOR ROOF CONNECT. ENSURECONNECTION SHALL BE WATER AND AIR LEAK FREE.

NEW

1/4

SLO

PE W

ITH

CAN

T S

TRIP

S

18'-4

"

3'-4"

SLO

PE 1

/4"

PLAN NORTH

KEY PLAN

1A-301

2A-301

5E

2.1E

B.2E 2A-302






STAIR 03A131

CHASEA108

21'-4"

18'-4

"

1A-301

2A-301

5E

2.1E

B.2E2

A-302

3.E

STAIR 04A132CHASE

A133EXISTING STEEL FRAME STRUCTURE,COLUMNS, BEAMS, AND ANGLES TO RECEIVE2-HR RATED SPRAY APPLIED CEMENTIOUSFIREPROOFING (UL DESIGN NO. X629, D739,N602, X601)












SHEETIDENTIFICATION

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1/4" = 1'-0"A-1121 THIRD FLOOR PLAN - NEW WORK

GRAPHIC SCALE:

SCALE:

0 4' 8'

1/4" = 1' - 0"

4' 8'

1/4" = 1'-0"A-1122 FOURTH FLOOR PLAN - NEW WORK

1/4" = 1'-0"A-1123 FIFTH FLOOR PLAN - NEW WORK

DN

UP

DN

UP

DN

UP

1A-301

2A-301

5E

2.1E

B.2E 2A-302






STAIR 05A135

CHASEA134

KEY PLAN

PLAN NORTH

1A-301

2A-301

5E

2.1E

B.2E

2A-302





CHASEA136

STAIR 06A137

STORAGEA138

1A-301

2A-301

5E

2.1E

B.2E

2A-302





STAIR 07A140

CHASEA139

STORAGEA146 RE-INSTALL EXISTING WINDOW AND FRAME WITH NEW

FLASHING AND ACCESSORIES. EXISTING WINDOWS TOBE RE-INSTALLED FROM SAFELY STORED AREA.PREPARE FOR INSTALLATION OF EXISTING WINDOWSWITH NEW PANELS. TYP.

RE-INSTALL EXISTING WINDOW AND FRAME WITH NEWFLASHING AND ACCESSORIES. EXISTING WINDOWS TOBE RE-INSTALLED FROM SAFELY STORED AREA.PREPARE FOR INSTALLATION OF EXISTING WINDOWSWITH NEW PANELS. TYP.








SHEETIDENTIFICATION

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Enter District

T.W

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1/4" = 1'-0"A-1132 SIXTH FLOOR PLAN - NEW WORK

GRAPHIC SCALE:

SCALE:

0 4' 8'

1/4" = 1' - 0"

4' 8'

1/4" = 1'-0"A-1131 SEVENTH FLOOR PLAN - NEW WORK

1/4" = 1'-0"A-1133 EIGHTH FLOOR PLAN - NEW WORK

UP

DN

DNDN

1A-301

2A-301

5E

2.1E

B.2E

159

2A-302





STAIR 08A143

STORAGEA142

TOWER CABA141



1A-301

2A-301

5E

2.1E

B.2E2

A-302

3.E


A144

1A-301

2A-301

5E

2.1E

B.2E2

A-302

3.E

TOWER ROOF - NO WORK

KEY PLAN

PLAN NORTH








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1/4" = 1'-0"A-1141 NINTH FLOOR PLAN - NEW WORK

1/4" = 1'-0"A-1142 TENTH FLOOR PLAN - NEW WORK

1/4" = 1'-0"A-1143 TOWER ROOF PLAN - NEW WORK

GRAPHIC SCALE:

SCALE:

0 4' 8'

1/4" = 1' - 0"

4' 8'

5E

4

2

2.1E

1

A.8 B

B.2E

A

B.1

3.E

2HR UL APPROVED FIRE RATEDGPYSUM BOARD CEILING ASSEMBLY

2HR UL APPROVED FIRERATED WALL ASSEMBLY, TYP.

TRAINING OFFICEA111

FLIGHT CHIEFOFFICE

A112


A110

STAIR 1A108

STAIR 2A104

NO WORK

EXISTING WALL TO UNDERSIDE OF DECK

NO WORK

A.F.F.9'-0"

A.F.F.9'-0"

A.F.F.9'-0"

LOBBYA145

KEY PLAN

PLAN NORTH

SD

2'-0" x 2'-0" ACT

RECESSED CAN FIXTURE

SMOKE DETECTOR (SEE FA DWGS)

EXIT SIGN LOCATION (SEE FA DWGS)

1' X 1' DOWNLIGHT

1' X 8' PENDANT

SKYLIGHT PANEL

DIFFUSER

RETURN

A.F.F.1'-0" CEILING HEIGHT, ABOVE FIN. FLR.

GWB CEILING

EXPOSED STRUCTURE (PAINTED)

DRAFT CURTAIN

2' x 4' DOWNLIGHT

1' x 4' DOWNLIGHT

EXTERIOR LIGHT FIXTURE

REFLECTED CEILING LEGEND

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1/4" = 1'-0"A-1151 SECOND FLOOR REFLECTED CEILING PLAN

GRAPHIC SCALE:

SCALE:

0 4' 8'

1/4" = 1' - 0"

4' 8'

01 Floor0"

04 Floor31'-4"

ROOF23'-4"

TOF-2'-0"

05_Floor42'-6"

06 Floor51'-4"

07 Floor61'-4"

08 Floor71'-4"

1A-301

02 Floor10'-8"

10_Floor93'-6"

11_Floor103'-6"

4A-301

EGRESS Floor32'-6"

LOW ROOF41'-4"

09_Floor81'-4"

01 Floor0"

04 Floor31'-4"ROOF

23'-4"

TOF-2'-0"

05_Floor42'-6"

06 Floor51'-4"

07 Floor61'-4"

08 Floor71'-4"

1A-301

02 Floor10'-8"

10_Floor93'-6"

11_Floor103'-6"

4A-301

EGRESS Floor32'-6"

LOW ROOF41'-4"

09_Floor81'-4"

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1/16" = 1'-0"A-2011 NORTH ELEVATION

1/16" = 1'-0"A-2012 SOUTH ELEVATION

SCALE:

0 16' 32'

1/16" = 1' - 0"

16' 32'

GRAPHIC SCALE:

01 Floor0"

04 Floor31'-4"

ROOF23'-4"

TOF-2'-0"

05_Floor42'-6"

06 Floor51'-4"

07 Floor61'-4"

08 Floor71'-4"

02 Floor10'-8"

10_Floor93'-6"

11_Floor103'-6"

2A-301

EGRESS Floor32'-6"

LOW ROOF41'-4"

09_Floor81'-4"

01 Floor0"

04 Floor31'-4"ROOF23'-4"

TOF-2'-0"

05_Floor42'-6"

06 Floor51'-4"

07 Floor61'-4"

08 Floor71'-4"

02 Floor10'-8"

10_Floor93'-6"

11_Floor103'-6"

2A-301

EGRESS Floor32'-6"

LOW ROOF41'-4"

09_Floor81'-4"

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1/16" = 1'-0"A-2021 WEST ELEVATION

1/16" = 1'-0"A-2022 EAST ELEVATION

GRAPHIC SCALE:

SCALE:

0 16' 32'

1/16" = 1' - 0"

16' 32'

01 Floor0"

04 Floor31'-4"

ROOF23'-4"

TOF-2'-0"

05_Floor42'-6"

06 Floor51'-4"

07 Floor61'-4"

08 Floor71'-4"

02 Floor10'-8"

10_Floor93'-6"

11_Floor103'-6"

2A-301

3A-301

5E42 2.1E

1

09_Floor81'-4"

3.E

TOWER CABA141


A144

CHASEA139

CHASEA136

CHASEA134

CHASEA133

CHASEA108

CHASEA113

TRAINING OFFICEA111

LOCKER ROOMA103


A110

A-4032

A-4031

01 Floor0"

04 Floor31'-4"

ROOF23'-4"

TOF-2'-0"

05_Floor42'-6"

06 Floor51'-4"

07 Floor61'-4"

08 Floor71'-4"

1A-301

02 Floor10'-8"

10_Floor93'-6"

11_Floor103'-6"

4A-301

A.8BB.2E

09_Floor81'-4"

AB.1

WEATHERMAINTENANCE

A102LOCKER ROOM

A103

FLIGHT CHIEFOFFICE

A112

LOBBYA145

TRAINING OFFICEA111

STAIR 1A108

STAIR 2A109

STAIR 03A131

CHASEA108

CHASEA113

CHASEA133

STAIR 04A132

STAIR 05A135

STAIR 06A137

CHASEA134

CHASEA136

CHASEA139

TOWER CABA141

STAIR 08A143

STAIR 07A140


A144

A-4032

Sim

01 Floor0"

ROOF23'-4"

TOF-2'-0"

05_Floor42'-6"

06 Floor51'-4"

07 Floor61'-4"

08 Floor71'-4"

1A-301

02 Floor10'-8"

10_Floor93'-6"

11_Floor103'-6"

4A-301

A.8 B B.2E

09_Floor81'-4"

A B.1

12'-8

"10

'-8"

STAIR 2A104

NEW STAIR 1A130

A-4043

Sim

A-4043

Sim

OPPOSITESIDE

A-4045

SimA-403

5Sim

A-4012

Sim

A-4011

Sim

10 R

ISIE

R

5'-4

"

10 R

ISER

5'-4

"

01 Floor0"

04 Floor31'-4"

ROOF23'-4"

TOF-2'-0"

05_Floor42'-6"

06 Floor51'-4"

07 Floor61'-4"

08 Floor71'-4"

02 Floor10'-8"

10_Floor93'-6"

11_Floor103'-6"

2A-301

3A-301

5E 4 22.1E 1

09_Floor81'-4"

3.E

FLIGHT CHIEFOFFICE

A112

WEATHERMAINTENANCE

A102

NEW STAIR 1A130

STAIR 2A104 A-403

5

A-4043

Sim

A-4043

Sim

OPPOSITESIDE

A-4045

Sim

A-4012

Sim

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1/8" = 1'-0"A-3011 Section 1

1/8" = 1'-0"A-3012 Section 2

1/8" = 1'-0"A-3013 Section 3

1/8" = 1'-0"A-3014 Section 4

GRAPHIC SCALE:

SCALE:

0 8' 16'

1/8" = 1' - 0"

8' 16'

01 Floor0"

ROOF23'-4"

TOF-2'-0"

02 Floor10'-8"

3A-301

22.1E 13.E

3A-302

8'-5

"2'

-3"

A-4041

A-4044

A-4045

A-4043

A-4043

Sim

OPPOSITE SIDE

A-4042

STAIR 2A104

LOBBYA145

WEATHERMAINTENANCE

A102

NEW STAIR 1A130

01 Floor0"

04 Floor31'-4"

ROOF23'-4"

TOF-2'-0"

05_Floor42'-6"

06 Floor51'-4"

07 Floor61'-4"

08 Floor71'-4"

02 Floor10'-8"

10_Floor93'-6"

11_Floor103'-6"

2A-301

09_Floor81'-4"

LOCKER ROOMA103

STAIR 1A108

STAIR 2A109

STAIR 03A131

STAIR 04A132

STAIR 05A135

STORAGEA138

STAIR 06A137

STAIR 07A140

STORAGEA146

TOWER CABA141

STAIR 08A143


A144

02 Floor10'-8"

A.8 B

1A-302

4'-2"10 1/2" 10 1/2"

A-4033

A-4034

STAIR 2A104

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1/4" = 1'-0"A-3021 Section 1

1/8" = 1'-0"A-3022 Section 2

1/4" = 1'-0"A-3023 Section 3

FINISH FLOOR

STEEL FLOOR CLIPS @ EACH STRINGER- WELD TO STRINGER EXPANSION BOLTTO CONCRETE SLAB

2"

STEEL CHANNELSTRINGERS

ELEV. = 0'-0"

NOTE:SEE FINISH SCHEDULEFOR STAIR FINISHES

STEEL ANGLE FRAMING

METAL PAN RISERS

CONCRETE FILLED METALPAN TREADS

7"

STEEL PLATE CLOSURE @END OF CHANNEL

STRINGERS

2" 11"

INTERMEDIATE

LANDING

7"

CONCRETE FILLED METAL PANLANDING

CONCRETE FILLEDMETAL PAN TREADS

METAL PAN RISER

STEEL ANGLE FRAMING

STEEL METAL PLATECLOSURE @ END OF CHANNELSTRINGERS, TYP.

2"11"1"

2"

2' -

10" 3'

- 6"

MAX

.

1 1/2" O.D. STEEL PIPE RAILING

1 1/2" x 1 1/2" x 1/8" HSSRAILING & BALUSTER

A

B

B

1 1/2" O.D. STEELPIPE RAILING

1 1/2" x 1 1/2" x 1/8"HSS RAILING &

BALUSTER

STEEL CHANNEL STRINGERCONCRETE FILLED METAL

PAN TREADS

2' -

10"3'

- 6"

A

6 1/2"

2 1/2" 4"3'-

2"1'-

0"

3"3"

4"

SHEETIDENTIFICATION

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1 1/2" = 1'-0"A-4011 RG STAIR PAN DETAIL

1 1/2" = 1'-0"A-4012 RG STAIR GUARD RAIL DETAIL

04 Floor31'-4"

2.1E

8"

SEALANT

2HR FIRE RATED INSULATED METALPANEL R19 (UL DESIGN NO. U050)

CONTINOUS AIR AND WATERVAPOR BARRIER

CONTINOUS METAL TRIM

METAL CLOSURE STRIP

PANEL END TRIM, TYP.

2HR FIRE RATED SPRAY APPLIEDFIREPROOFING ( ENTIRE STRUCTURE)(UL DESIGN NO. X629, D739,N602,X601)

STEEL STRUCTURE,SEE STRUCTURAL

EXISTING SSMRROOF SYSTEM

EXISTING STRUCTURE

10"

CONTINOUS FLASHING

5E

SEALANT

PVC MEMBRANE LAP SEALANTCAP AND BASE SHEET

PREFORMED CANT

EXISTING STRUC. STEEL,SEE STRUCTURAL.


EXISTING CONCRETEROOF SLAB

EXISTING BUILT-UP ROOF

EXISTING ROOFINSTULATION

2HR FIRE RATED INSULATED METALPANEL - R19 (UL DESIGN NO. U050)

MIN

.

6"4"

CONTINOUS METAL TRIMMETAL CLOSURE STRIP


CONTINOUS FLASHING

02 Floor10'-8"

A.8



METAL CLOSURE STRIP


CONCRETE INFILL WITHMETAL DECK, SEESTRUCTURAL

2HR FIRE RATED INSULATED METALPANEL (UL DESIGN NO. U050)

METAL DRIP FLASHING2HR FIRE RATED SPRAY APPLIEDFIREPROOFING ( ENTIRE STRUCTURE)(UL DESIGN NO. X629, D739,N602,X601)


CONTINOUS METALFLASHING @ EXISTING WALLAND NEW WALL BEYOND

ROOF23'-4"

1

STRUC. STEEL, SEESTRUCTURAL.


METAL FLASHING

P.T. BLOCKING, TYP.PVC MEMBRANE LAP SEALANT

PVC MEMBRANE ROOF ON R 30RIGID INSULATION


CONT. AIR ANDVAPOR BARRIER

SEALANT ANDBACKER ROD

CONTINOUS METAL TRIM FLASHING

METAL CLOSURE STRIP

CONTINOUS METALFLASHING @ EXISTING WALLAND NEW WALL BEYOND

B

EXISTING CONCRETEROOF SLAB


EXISTING ROOFINSTULATION




METAL CLOSURE STRIP




SHEETIDENTIFICATION

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1" = 1'-0"A-4031 POCKET DOOR AND TOWER WALL DETAIL

1" = 1'-0"A-4032 EXISTING ADMIN. ROOF AND TOWER

1" = 1'-0"A-4033 LANDING AND EXISTING ADMIN WALL

1" = 1'-0"A-4035 ROOF AND WALL

1" = 1'-0"A-4034 TOP OF LANDING @ EXISTING WALL

02 Floor10'-8"

3.E


COMPRESSABLEFILLER

90 MIN. DOOR ANDFRAME, SEE SCHEDULE

GIRT SUPPORT,SEE STURCTURAL

EXISTINGCONCRETE BEAM

CONCRETE INFILL, SEESTRUCTURAL

STEEL TUBE, SEE STRUCTURAL

FINISH FLOOR

2HR FIRE RATED INSULATED METALPANEL (UL DESIGN NO. U050)

CONTINOUS AIR AND VAPORBARRIER

CONTINOUS METAL TRIM FLASHING

METAL CLOSURE STRIP

1'-2"

CONCRETE INFILL WITH METALDECK, SEE STRUCTURAL


3.E

STEEL TUBE, SEE STRUCTURAL.


4"

EXIST. CONC. BM.

2"

T/ STL. EL.,

SEE PLAN

8"

1'-1

"

ACOUSTICAL CEILING TILE,SEE SHEET A116.

EXISTING CONCRETE ROOF SLAB

EXISTING BUILT-UP ROOF EXISTING ROOF INSTULATION

ROOF23'-4"

2

STRUC. STEEL, SEE STRUCTURAL.


EXISTING CONCRETE ROOF SLAB


EXISTING ROOF INSTULATION

CONTINOUS FLASHING

METAL FLASHING

P.T. BLOCKING, TYP.

SEALANT

PVC MEMBRANE LAP SEALANT

PVC MEMBRANE LAP SEALANT

PVC MEMBRANE ROOF ON R 30RIGID INSULATION


CAP AND BASE SHEETPREFORMED CANT

CONT. AIR AND VAPOR BARRIER

METALFLASHING

4"

8"

METAL FLASHING

01 Floor0"

TOF-2'-0"

22.1E



METAL CLOSURE STRIP


CONCRETE SLAB,SEE STRUCTURAL

FINISH FLOOR


02 Floor10'-8"

22.1E

SEALANT AND BACKER ROD




METAL CLOSURE STRIP, TYP.


GIRT SUPPORT,SEE STURCTURAL

CONCRETE INFILL WITHMETAL DECK, SEESTRUCTURAL



2" CONCRETE FILLED STEELPAN PER STAIR MANUF.




STEEL GIRT, SEESTRUCTURAL

SHEETIDENTIFICATION

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1" = 1'-0"A-4041 TRANSITION @ DOOR

1" = 1'-0"A-4044 TRANSITION @EXISTING ROOF & DOOR

1" = 1'-0"A-4045 TRANSITION @ EXISTING ROOF AND NEW ROOF

1" = 1'-0"A-4043 BOTTOM WALL DETAIL 1

1" = 1'-0"A-4042 TRANISTITION @ LANDING AND SLAB

CONTINOUS AIR ANDVAPOR BARRIER

SHEETIDENTIFICATION

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USACE DOOR SCHEDULE

Door Number

DOOR

Fire Rating

FRAME

Hardware CommentsSIZE

Material Finish Under Cut Material FinishDETAILS

Width Height Thickness Head Jamb01 3'-4" 7'-0" 2" HM PAINT 90 MIN HM PAINT 1/A602 5/A602 HW-102 3'-4" 7'-0" 2" HM PAINT 90 MIN HM PAINT 4/A602 8/A602 HW-303 3'-4" 7'-0" 2" HM PAINT 90 MIN HM PAINT - - HW-204 3'-4" 7'-0" 2" HM PAINT 90 MIN HM PAINT - - HW-305 3'-4" 7'-0" 2" HM PAINT 90 MIN HM PAINT 2/A602 6/A602 HW-4

USACE_FINISH SCHEDULE

ROOM NO ROOM NAME FLOOR

WALL FINISH BASE FINISH FLOOR CEILING NOTES &REMARKS

(SEENOTES) AreaNORTH EAST SOUTH WEST NORTH EAST SOUTH WEST MAT. FIN. MAT. FIN. HEIGHT

A100 Room Not Placed NO WORK NO WORK NO WORK NO WORK Not PlacedA101 OFFICE 01 Floor NO WORK NO WORK NO WORK NO WORK 149.93 SFA102 WEATHER

MAINTENANCE01 Floor NO WORK NO WORK NO WORK NO WORK 295.61 SF

A103 LOCKER ROOM 01 Floor NO WORK NO WORK NO WORK NO WORK 378.14 SFA104 STAIR 2 02 Floor PAINT PAINT PAINT PAINT RB RB RB RB 245.71 SFA105 STAIR 3 ROOF PAINT PAINT PAINT PAINT RB RB RB RB Not

EnclosedA106 STAIR 4 04 Floor PAINT PAINT PAINT PAINT RB RB RB RB Not

EnclosedA108 CHASE 04 Floor PAINT PAINT PAINT PAINT 231.08 SFA108 STAIR 1 02 Floor PAINT PAINT PAINT PAINT RB RB RB RB 183.89 SFA109 STAIR 2 ROOF PAINT PAINT PAINT PAINT RB RB RB RB 145.22 SFA110 STORAGE AND MECH.

CHASE02 Floor PAINT PAINT PAINT PAINT RB RB RB RB 36.50 SF

A111 TRAINING OFFICE 02 Floor PAINT PAINT PAINT PAINT RB RB RB RB VCT GWB PAINTED 135.69 SFA112 FLIGHT CHIEF OFFICE 02 Floor PAINT PAINT PAINT PAINT RB RB RB RB VCT ACT 110.49 SFA113 CHASE ROOF PAINT PAINT PAINT PAINT 230.78 SFA130 NEW STAIR 1 01 Floor PAINT PAINT PAINT PAINT RB RB RB RB 220.32 SFA131 STAIR 03 04 Floor PAINT PAINT PAINT PAINT RB RB RB RB 148.39 SFA132 STAIR 04 05_Floor PAINT PAINT PAINT PAINT RB RB RB RB 103.87 SFA133 CHASE 05_Floor PAINT PAINT PAINT PAINT 231.08 SFA134 CHASE 06 Floor PAINT PAINT PAINT PAINT 235.28 SFA135 STAIR 05 06 Floor PAINT PAINT PAINT PAINT RB RB RB RB 104.81 SFA136 CHASE 07 Floor PAINT PAINT PAINT PAINT 235.28 SFA137 STAIR 06 07 Floor PAINT PAINT PAINT PAINT RB RB RB RB 104.81 SFA138 STORAGE 07 Floor PAINT PAINT PAINT PAINT RB RB RB RB 42.19 SFA139 CHASE 08 Floor PAINT PAINT PAINT PAINT 221.04 SFA140 STAIR 07 08 Floor PAINT PAINT PAINT PAINT RB RB RB RB 114.33 SFA141 TOWER CAB 09_Floor PAINT PAINT PAINT PAINT RB RB RB RB 269.28 SFA142 STORAGE 09_Floor PAINT PAINT PAINT PAINT RB RB RB RB 26.32 SFA143 STAIR 08 09_Floor PAINT PAINT PAINT PAINT RB RB RB RB 82.72 SFA144 STAIR 09 / CONTROL

CAB10_Floor PAINT PAINT PAINT PAINT RB RB RB RB 254.00 SF

A145 LOBBY 02 Floor PAINT PAINT PAINT PAINT RB RB RB RB VCT ACT PAINTED 114.08 SFA146 STORAGE 08 Floor PAINT PAINT PAINT PAINT RB RB RB RB 32.67 SF

* SEE SPECIFICATION 08 71 00 DOOR HARDWARE FOR HARDWARE SETS.

* CONTRACTOR SHALL MATCH EXISTING COLORS MINIMUM UNLESS COLORS ARE NO-LONGER MANUFACTURED, THEN DPW SHALL APPROVE A NEW COLOR BEFORE INSTALLATION.

8" CMU LINTEL - SEESTRUCT.

HOLLOW METALFRAME, GROUTSOLID, TYP.

CONT. SEALANTW/BACKER ROD, TYP.

P.T. WOOD FURRING

5/8" GYPSUM BOARD

" MTL HAT CHANNELS

MTL CORNER BEAD

8" CMU, TYP.

7 3/4"

7/8

DOOR, SEESCHED., TYP.

4"

X

HOLLOW METALFRAME, TYP.

8" CMU FILL JAMBCELLS W/ CONCRETE& #5 BAR VERT.

INTERIOR DOORS

METAL JAMB ANCHORS3 PER SIDE, TYP.

7 3/

4"

2"

5/8" GYP BD

P.T. WOOD FURRING

7/8" MTL HAT CHANNELS

MTL CORNER BEAD

X


8" CMU FILL JAMBCELLS W/ CONCRETE& #5 BAR VERT.

INTERIOR DOORS


7 3/

4"

2"



CONT. SEALANTW/BACKER ROD, TYP.

8" CMU, TYP.

7 3/4"

DOOR, SEESCHED., TYP.

4"



SEALANT W/BACKER ROD, TYP.

DOOR - SEE DOORSCHEDULE

EPOXY PAINT

MTL CORNER BEAD

EXISTING 8" CMU

INTERIOR BUILDING1 HOUR FIRE RATED DOORS

4"

7 3/4"

8"

5/8" GYPSUM BOARD, TYP.

4" METAL STUD

MTL CORNER BEAD

SEALANT W/BACKER ROD, TYP.

BATT INSULATION

2" RIGID BOARD INSULATION

CONT. AIR AND VAPORBARRIER

P.T. WOOD FURRING

X


EXISTING 8" CMU FILL JAMBCELLS W/ CONCRETE& #5 BAR VERT.

INTERIOR DOORS


7 3/

4"

2"

EPOXY PAINT

8"

5/8" GYPSUM BOARD, TYP.

4" METAL STUD

MTL CORNER BEAD

BATT INSULATION

2" RIGID BOARD INSULATION

CONT. AIR AND VAPORBARRIER

8"

PAINTED, METAL LINER PANEL PERROOF MANUFR., TYP.

COMPOSITE INSULATED METALWALL PANEL SYSTEM, PER BLDG.MANUFR., TYP.

PROVIDE STRUCTURALSUPPORT

METAL GIRT,SEE STRUCTURAL, TYP.

HOLLOW METAL FRAME,TYP., SEE SCHEDULE

COMPOSITE INSULATEDMETAL WALL PANELSYSTEM, PER BLDG.MANUFR., TYP.

HOLLOW METAL DOOR, TYP.,SEE SCHEDULE

8 3/4"8"

8 3/

4"

COMPOSITE INSULATED METAL WALLPANEL SYSTEM, PER BLDG. MANUFR., TYP.

PROVIDE STRUCTURAL SUPPORTFOR TRANSLUCENT WINDOWS ASREQ'D., TYP.

METAL GIRT,SEE STRUCTURAL, TYP.

HOLLOW METAL DOOR,TYP., SEE SCHEDULE

HOLLOW METAL DOOR, FRAME TYP., SEE SCHEDULE

SHEETIDENTIFICATION

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3" = 1'-0"A-6022 HEAD DETAIL

3" = 1'-0"A-6026 JAMB DETAIL

3" = 1'-0"A-6027 JAMB DETAIL

3" = 1'-0"A-6023 HEAD DETAIL 3" = 1'-0"A-602

4 HEAD DETAIL

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3" = 1'-0"A-6021 HEAD DETAIL

3" = 1'-0"A-6025 JAMB DETAIL

GENERAL NOTES

VOLUME DAMPER

WIRE MESH SCREEN

PERFORATED CEILING DIFFUSER

SUPPLY AIR REGISTER

PERFORATED CEILING REGISTER

VARIABLE AIR VOLUME

PCR

PCD

SAR

VD

WMS

VAV

FLEXIBLE CONNECTION

FIRE DAMPER

EXHAUST REGISTER

HEATING COIL

REFRIGERANT SUCTION

RETURN AIR GRILLE

OUTSIDE AIR

TOP REGISTER

NOT TO SCALE

RETURN AIR

REFRIGERANT LIQUID

OA

RL

TR

RS

RA

RAG

HC

NTS

ER

FC

FD

CEILING DIFFUSER

CEILING REGISTER

BOTTOM REGISTER

CENTERLINE

CEILING GRILLE

CENTERLINE ELEVATION

DUCT STATIC PRESSURE SENSOR

CLEANOUT

COOLING COIL

EXHAUST AIR

ELECTRIC UNIT HEATER

DSP

EA

EUH

CO

CC

CR

CL

CE

BR

CD

CG

ACOUSTICAL LINING

ABOVE FINISHED FLOOR

ACCESS DOOR

BOTTOM ELEVATION

BOTTOM GRILLE

AUTOMATIC MOTORIZED DAMPERAMD

BE

BG

AL

AFF

AD

RAO

RAR RETURN AIR REGISTER

RETURN AIR OPENING

TRANSFER DUCTTD

DRAIND

OUTSIDE AIR INTAKEOAI

BAROMETRIC RELIEF DAMPERBRD

HVAC EMERGENCY SHUTDOWN SWITCHHES

GOVERNMENT FURNISHED GOVERNMENT INSTALLEDGFGI

1. MECHANICAL LAYOUTS ARE SCHEMATIC. PROVIDE ANYADDITIONAL DROPS, RISERS OR OFFSETS REQUIRED FOR ACOMPLETE INSTALLATION. COORDINATE EXACT ROUTING OR OFFSETSREQUIRED FOR A COMPLETE INSTALLATION. COORDINATE EXACTROUTING MOUNTED WORK WITH LIGHTS, CEILING GRID, AND OTHEROBSTRUCTIONS. PROVIDE ACCESS DOORS FOR EACH DAMPER ORFAN LOCATED ABOVE GYPBOARD CEILINGS.

2. UNLESS OTHERWISE INDICATED, ALL DUCTWORK SHALL BE RUNABOVE CEILING AND SHALL BE RUN EXPOSED AS HIGH AS POSSIBLEIN AREAS WITHOUT CEILINGS.

3. DUCT DIMENSIONS ARE INSIDE CLEAR DIMENSIONS.

4. UNLESS OTHERWISE INDICATED, ALL DUCTWORK SHALL BECONSTRUCTED FOR 2" W.G. SEAL CLASS 'C' SMACNA STATICPRESSURE CLASS.

5. UNLESS OTHERWISE INDICATED, ALL DIFFUSERS SHALL BE4-WAY TYPE.

6. ALL SUPPLY DIFFUSERS AND EXHAUST REGISTERS SHALL BEPROVIDED WITH OPPOSED BLADE VOLUME DAMPERS.

7. ROUND RUN OUTS SHOWN SHALL BE GALVANIZED STEELINSULATED WITH 2" FIBERGLASS INSULATION WITH VAPOR BARRIERCOVER. RUNOUTS SHALL BE THE SAME SIZE AS DIFFUSER NECK INWHICH IT IS CONNECTED.

8. ALL OUTSIDE AIR INTAKES SHALL BE PROVIDED WITH AMANUAL VOLUME DAMPER.

9. TRAP AND SLOPE CONDENSATE DRAIN FROM COOLING COILSTO DRY WELL.

10. PROVIDE FLEXIBLE CONNECTORS AT DUCT CONNECTIONS TOFAN UNITS, UNLESS INDICATED OTHERWISE.

11. ALL LOUVERS AND ALL EXHAUST FANS SHALL HAVE A FACTORYPAINTED FINISH WITH COLOR TO MATCH THE ADJACENT SURFACEINTO WHICH IT IS INSTALLED. SEE ARCHITECTURAL SHEETS FORCOLOR SCHEDULE. ALL LOUVERS, ROOF INTAKES, AND ROOFEXHAUST VENTS SHALL HAVE BIRDSCREENS.

SHEET WHERESECTION IS SHOWN

SHEET WHERESECTION IS TAKEN

DETAIL IS SHOWNSHEET WHERE

DETAIL NUMBER

SHEET WHEREDETAIL IS TAKEN

SECTION NUMBER

M-001M-001

M-001M-001

14. PROVIDE FIRE DAMPERS IN DUCTWORK AT ALL PENETRATIONTHROUGH FIRE RATED CONSTRUCTION.

12. EXTEND NECKS OF EXHAUST FANS FULLSIZE OF FAN INLET TOACCOMODATE CONNECTION OF EXHAUST REGISTERS. TRANSITION ASREQUIRED. PROVIDE, UNLESS INDICATED OTHERWISE.

13. NOISE CRITERIA (NC) RATING FOR ALL REGISTERS, GRILLE, ANDDIFFUSERS SHALL BE 30, EXCEPT FOR OFFICES SHALL BE 25.

A

1

ABBREVIATIONS PLAN AND DETAIL IDENTIFICATION

SECTION IDENTIFICATION

SHEETIDENTIFICATION

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UP

UP

UP

A.8BB.2E A

04_Floor31' - 4"

03_Floor21' - 4"

02_Floor10' - 8"

02_Floor10' - 8"

SF-1 W/ N.C. AMD-1,DUCTED FULLSIZE TO20x20 O.A.I. LOUVER

20x20 O.A.I. LOUVERW/ INSECT SCREEN &4" PLENUM BEHIND

CU-1 ON6" CONC PAD.

W.M.S. FULL SIZEOF SPF-1

FC-1

12x12 E.A. LOUVERW/ INSECT SCREEN AMD-2 W/ DIFF.

PRESSURESENSOR

NEW DRY WELLFOR CONDENSATE

16x12 TRANSFER GRILLEEA WALL SIDE W/ F.D.(TYPICAL)

1M-101

CU-1 ON6" CONC PAD.

1M-101

SPF-1 W/ N.C. AMD-1,DUCTED FULLSIZE TO20x20 O.A.I. LOUVER

20x20 O.A.I. LOUVERW/ INSECT SCREEN &4" PLENUM BEHIND

RS&RL, CONDENSATELINE DOWN TO EXTERIOR1ST FLOOR

FC-1

16x12 TRANSFER GRILLEEA WALL SIDE W/ F.D.(3-TYPICAL)

SHEETIDENTIFICATION

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M-1

01-

HVAC PLAN - 2ND FLOORSCALE: 1/8" = 1'-0"

HVAC PLAN - 1ST FLOORSCALE: 1/8" = 1'-0"

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

SCALE:

0 8' 16'

1/8" = 1' - 0"

8' 16'

SCALE:

0 4' 8'

1/4" = 1' - 0"

4' 8'

MAR

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CFM (HIGH SPEED)

INPUT WATTS @ ARI COND.

ELECTRICAL

REMARKS:

DATA

COOLINGDATA

115

60HERTZ

PHASE

VOLTS

1

TOTAL CAP. (MBH)

SENS. CAP. (MBH)

DESIGN AMBIENT TEMP.-F.

TYPE

MARK

60

1

115

1

1

35

95

9.0

AIR COOLED

CU-1

95

8.5

9

40

240

WALL MTD

FC-1

1

FC-1

ELECTRICAL

STEPS OF REDUCTION/COMPRESSOR

LOW AMBIENT TEMP.-F.

DESIGN AMBIENT TEMP.-F.

NO. OF COMPRESSORS

REMARKS:

DATA

HERTZ

MAX. UNIT KW.

VOLTSPHASE

CAPACITY MBH

MARK

TYPE

CONDENSING UNIT COILS SHALL BE TREATED FORSALT ATMOSPHERE WITH VINYL OR PHENOLIC

ASSOCIATED FAN COIL

COATING.

UNIT SCHEDULE

UNIT SCHEDULEUNITARY FAN COIL

UNITARY CONDENSING

ELECTRICAL

EXTERNAL S.P.-INCHES W.G.

REMARKS:

DATA PHASE

VOLTS

MOTOR H.P.(WATTS)

HERTZ

DRIVE TYPE

MAXIMUM SONES

MAXIMUM R.P.M.

CFM

MARK

TYPE

LOCATION

INL CNTRF

STAIRWELL

500

.25

1100

8

DIRECT

1/2

120

1

60

SPF-1

STAIR WELL PRESSURIZATION FAN SPF-1, N.C.AMD-1, AND N.C. AMD-2 SHALL BE ENERGIZED ON ADETECTION OF FIRE OR SMOKE BY THE BUILDINGFIRE ALARM SYSTEM.

FAN SCHEDULE

N.T.S.WALL MTD FAN COIL UNIT DETAIL

MOUNTED INDOOR UNIT PERMANUFACTURER SPECIFICATIONSPROVIDE UNIT WITH WALL MOUNTEDTHERMOSTAT. COORDINATE MOUNTINGHIGH WITH COMMUNCIATIONCONTRACTOR.

FAN COIL UNIT

WALL HOLE SLEEVE

REFRIGERANT LINE FLAREDCONNECTION

DRAIN LINE (INSULATED). ROUTE TOFLOOR DRAIN OR DRY WELL UNLESSINDICATED OTHERWISE.

POWER ANDCONTROL WIRING(HIGH VOLTAGE)

N.T.S.CONDENSING UNIT DETAIL

SERVICE VALVES

INSULATION

WEATHERPROOF FUSEDDISCONNECT PER NEC

INSTALL OUTDOOR UNIT PERMANUFACTURER SPECIFICATIONS

REFER TO MANUFACTURER FORMAXIMUM REFRIGERANT LINELENGTH

CONDENSER SUPPORT PADSEE STRUCTURAL FOR DETAIL.

N.T.S

GRADEMARKERCAST-IN STEEL HANDLE4" CONCRETE COVER W/

PEA GRAVELCLEAN LOOSE

CONCRETE PIPE36" DIA. x 48" LONG

DRAIN PIPE2" CONDENSATE

12"

12"

12"

DRY WELL DETAIL

N.T.S.

MINIMUM 14 GAUGE STEEL

CLASS 2 ADHESIVE

WALL SLEEVE

CLEARANCE:1/8" PERLINEAR FOOT

MINIMUM AND COVER CORNERS

FUSIBLE LINK (REPLACEABLE)

O.C.'s AS PER SMACNATO WALL SLEEVE @ 8"SECURE DAMPER FRAME

TYPE 1 DAMPER FRAMEAS PER SMACNA FIRE,SMOKE, AND RADIATIONDAMPER INSTALLATION GUIDE

GUIDE

OF OPENINGS

TRANSFER AIR GRILLE

FIRE STOPPING MATERIAL

1-1/2" x 1-1/2" x 10 GAGERETAINING ANGLES. ANGLES MUSTLAP STRUCTURAL OPENING 1"

FACE OF WALL

TRANSFER AIR GRILLE

FIRE DAMPER & TRANSFER AIR GRILLE DETAIL

SHEETIDENTIFICATION

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FLEXIBLE CONDUIT CONNECTION

CONDUCTOR AND 1 #12 GREEN EQUIPMENT GROUND IN 1/2" CONDUIT.NO HASH MARKS INDICATES 1 #12 PHASE CONDUCTOR, 1#12 GROUNDED

FLOOR UNLESS NOTED OTHERWISE.NEMA 5-20 DUPLEX RECEPTACLE MOUNTED FLUSH IN THE

FLUSH FLOOR MOUNTED NEMA 5-20 DUPLEX RECEPTACLEUNLESS NOTED OTHERWISE

BASED ON MANUFACTURERS RECOMMENDATIONS

NEMA 5-20 DUPLEX RECEPTACLE MOUNTED 18" AFFUNLESS NOTED OTHERWISE. (AC INDICATES ABOVE COUNTER)

JUNCTION BOX ("F" INDICATES FLOOR MOUNTED)

UNFUSED DISCONNECT SWITCH. SIZE AS SHOWN

FUSED DISCONNECT SWITCH. SIZE FUSES FOR EQUIPMENT

SURFACE MOUNTED PANELBOARD OR AUTOMATIC TRANSFERSWITCH AS INDICATED.

MOTOR, SIZE AS SHOWN.

J

F

POWER

ARROW INDICATES HOMERUN TO PANEL "A", CIRCUIT 21.

EXPOSED UNLESS NOTED OTHERWISE ON PLAN.SEE DESCRIPTION OF HASH MARKS.A-21

a

WIRINGLIGHTING

HASH MARKS INDICATES NUMBER OF CONDUCTORS RAN IN CONDUIT.

EXTERIOR SITE

S M

FLUSH FLOOR MOUNTED NEMA 5-20 QUAD RECEPTACLEUNLESS NOTED OTHERWISE

RECESSED MOUNTED PANELBOARD

JUNCTION BOX WALL MOUNTED 48" AFF.J

250 VOLT, 3ø, 30 AMP RECEPTACLE, (L15-30R)


GROUNDING

A AMPEREAC ABOVE COUNTER, 42"AFF UNLESS OTHERWISE INDICATEDADA AMERICANS WITH DISABILITIES ACTAFF ABOVE FINISHED FLOORAL ALUMINUM1/C ONE CONDUCTORC CONDUITCB CIRCUIT BREAKERCKT CIRCUITCU COPPEREF EXHAUST FANEMT ELECTRICAL METALLIC TUBINGEWC ELECTRIC WATER COOLERFACP FIRE ALARM CONTROL PANELFM FREQUENCY MODULATIONGFI GROUND FAULT CIRCUIT INTERRUPTERGFP GROUND FAULT PROTECTIONHACR HEATING AIR CONDITIONING REFRIGERATIONHP HORSEPOWERHPS HIGH PRESSURE SODIUMHT HEIGHTHZ HERTZIDS INTRUSION DETECTION SYSTEMJ JUNCTION BOXKWH KILOWATT HOURLED LIGHT EMITTING DIODEMCB MOLDED CASE CIRCUIT BREAKERMH METAL HALIDEMLO MAIN LUGS ONLYMTD MOUNTEDNEC NATIONAL ELECTRICAL CODENF NON FUSEDNO. NUMBEROS OCCUPANCY SENSORPH PHASEPIR PASSIVE INFRAREDRGS RIGID GALVANIZED STEELSM SINGLE MODE

TTB TELEPHONE TERMINAL BOARDTV TELEVISIONTVSS TRANSIENT VOLTAGE SURGE SUPPRESSORUNO UNLESS NOTED OTHERWISEV VOLTVA VOLTAMPEREVVD VARIABLE VOLUME DAMPERW WATTSWP WATER PROOFXFMR TRANSFORMER

ABBREVIATIONS

NEW PAD MOUNTED TRANSFORMER

EXISTING COMMUNICATIONS MANHOLE

NEW COMMUNICATIONS MANHOLE

EXISTING ITEMS TO BE REMOVED

EXISTING POLE MOUNTED LIGHTING FIXTURE

NEW POLE MOUNTED LIGHTING FIXTURE

EXISTING UNDERGROUND ELECTRICAL LINE.

EXISTING OVERHEAD ELECTRICAL LINE.

EXISTING UNDERGROUND COMMUNICATION LINE

EXISTING OVERHEAD COMMUNICATION LINE

EX

NEW ELECTRICAL HANDHOLE

NEW BOLLARD LIGHT FIXTURE.

E

EP

UP

EUC

EC



250 VOLT, 1ø, 30 AMP RECEPTACLE, (6-30R)

CORD REEL, MOUNTED TO EXPOSED STRUCTURE OR CEILING. SEE E-502.J

ELECTRONIC BIRD EXPELLER, MOUNTED TO EXPOSED STRUCTURE.J

CR

EBR

GRID COUNTERPOISE CONDUCTOR

LIGHTNING PROTECTION ROOF CONDUCTOR

DOWN CONDUCTOR CONNECTION TO GROUND

LIGHTNING PROTECTION DOWN CONDUCTOR

RC

DC

G

AIR TERMINAL

GROUNDING ROD

STATIC GROUNDING RECEPTACLE

UP

US

UC

NEW UNDERGROUND PRIMARY

NEW UNDERGROUND SECONDARY

NEW UNDERGROUND COMMUNICATIONS

EXISTING SECTIONALIZER CABINETOS

AE

1' x 4' FLUORESCENT FIXTURE. LETTER INDICATES TYPE PERTHE FIXTURE SCHEDULE,"E" INDICATES BATTERY BACK-UP

OS

F

3

4

AE

LCR#

AE

AEAE

2' x 4' FLUORESCENT FIXTURE. LETTER INDICATESTYPE PER THE FIXTURE SCHEDULE,"E" INDICATES BATTERY BACK-UP

WALL MOUNTED FLUORESCENT FIXTURE. LETTER INDICATES TYPEPER THE FIXTURE SCHEDULE. "E" INDICATES BATTERY BACK-UPAE

AEINDUSTRIAL FLUORESCENT FIXTURE.LETTER INDICATES TYPE PER THE FIXTURE SCHEDULE,"E" INDICATES BATTERY BACK-UP

WALL MOUNTED FLUORESCENT, INCANDESCENT, LED, OR MH FIXTURE.LETTER INDICATES TYPE PER FIXTURE SCHEDULE,"E" INDICATES BATTERY BACK-UP

EXIT SIGN WITH DIRECTIONAL ARROWS AS INDICATED, CEILINGMOUNTING.

EXIT SIGN WITH DIRECTIONAL ARROWS AS INDICATED, WALLMOUNTING.

RECESSED FLUORESCENT FIXTURE, DOWNLIGHTLETTER INDICATES TYPE PER FIXTURE SCHEDULE,"E" INDICATES BATTERY BACK-UP

AE

WALL MOUNTED EMERGENCYFIXTURE,LETTER INDICATES TYPE PER FIXTURE SCHEDULE

3-WAY, 20 AMP, 125 VOLT TOGGLE SWITCH MOUNTED 42" AFF.

4-WAY, 20 AMP, 125 VOLT TOGGLE SWITCH MOUNTED 42" AFF.

MOTOR RATED, 20 AMP, 125 VOLT TOGGLE SWITCH

WALL MOUNTED OCCUPANCY SENSOR, DUAL TECHNOLOGY

CEILING MOUNTED OCCUPANCY SENSOR, DUAL TECHNOLOGY

20 AMP, 125 VOLT TOGGLE SWITCH MOUNTED 42" AFF. a -CONTROLS LIGHTS WITH "a" DESIGNATION

LIGHTING CONTROL SWITCH

AE

X

X

S

T

H

M

M

SPD SURGE PROTECTION DEVICE

FIRE ALARMMANUAL PULL STATIONP

SECURITYT TELEPHONE

DL DOOR LOCK

SHEETIDENTIFICATION

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3/8" = 1'-0"

2ND FLOOR DEMO PLANGENERAL NOTES:

1. ACTUAL FIELD CONDITIONS SHALL GOVERN.2. COORDINATE ALL OUTAGES WITH POST.3. RELOCATE ANY FIRE ALARM DEVICES IMPACTED

BY DEMO AS NECESSARY.

KEY NOTES:

1 EXISTING TELEPHONE TO BE RELOCATED

2 EXISTING DOOR LOCK TO BE RELOCATED

3 EXISTING LIGHT FIXTURE TO BE REMOVED

4 EXISTING LIGHT FIXTURE TO BE RELOCATED AND CONNECTED TO NEW CIRCUIT

5 EXISTING SWITCH TO BE REMOVED

3

1

25

4

4

5

3

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UP A

TO 2NDFLOOR

$OS

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SHEETIDENTIFICATION

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3/8" = 1'-0"

1ST FLOOR LIGHTING PLAN

SCALE:

0

3/8" = 1' - 0"

2' 2' 4' 6'

1

KEYNOTES:

1 ROUTE THROUGH LIGHTING CONTACTOR.

UP

UP

OS

OS

A A

TO 1STFLOOR

$ OS

$

PDP EM-17

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OS

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SHEETIDENTIFICATION

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SCALE:

0

3/8" = 1' - 0"

2' 2' 4' 6'

3/8" = 1'-0"

2ND FLOOR LIGHTING PLAN

KEYNOTES:

1 CONNECT EXISTING FIXTURES IN ROOM TO NEW SWITCH.

2 RELOCATED LIGHT FIXTURE.

1 2

2

GENERAL NOTES:

1. CONNECT ALL EXIT SIGNS AHEAD OF LOCAL SWITCHING.

UP

EXISTINGPANEL

PDP-EM

30A

CU-1

PDP EM-11

GFI

WP

PDP EM-15

SHEETIDENTIFICATION

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1/4" = 1'-0"

FIRST FLOOR POWER PLAN

SCALE:

0 4' 8'

1/4" = 1' - 0"

4' 8'

KEYNOTES:

1 PROVIDE LOCKABLE NEMA 3R RATED SWITCH

1

UP

UP

M

MSF-1

PDP EM-13

SHEETIDENTIFICATION

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3/8" = 1'-0"

SECOND FLOOR POWER PLAN

SCALE:

0

3/8" = 1' - 0"

2' 2' 4' 6'

UP

UP

P

T

DL

SHEETIDENTIFICATION

1 2 3 4 5

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GENERAL NOTES:

1. CONNECT ALL FIRE ALARM DEVICES TO FIRE ALARM SYSTEM BEING INSTALLEDUNDER PROJECT TR 00053-0J INSTALL FIRE ALARM SYSTEM ATCAIRNS AAF TOWER.

2. ALL NEW FIRE ALARM DEVICES SHALL BE COMPATIBLE WITH HONEYWELLSILENT KNIGHT FIRE ALARM CONTROL PANELS.

3. ALL FIRE ALARM WIRING SHALL BE CLASS A.

SCALE:

0

3/8" = 1' - 0"

2' 2' 4' 6'

3/8" = 1'-0"

2ND FLOOR SYSTEMS PLAN

KEY NOTES:

1 RELOCATED TELEPHONE. EXTEND EXISTING CIRCUIT TO THIS LOCATION AND RECONNECT.

2 RELOCATED DOOR LOCK. EXTEND EXISTING CIRCUIT TO THIS LOCATION AND RECONNECT.

1

2

NOT TO SCALELIGHTING CONTACTOR DIAGRAM

LIGHTING FIXTURE SCHEDULE

A

STYLE NO. & TYPE VOLTAGE MOUNTING NOTESFIXTURESYMBOL

NUMBER AND TYPEOF LAMPS

NL-4, TYPE C 2-F32/T8 120 WALL MOUNTED

HOUSING - DIE-CAST ALUMINUM OR HIGH-IMPACT, UV-STABILIZED, INJECTION-MOLDED

LETTERS/CHEVRONS - MINIMUM 6" HIGH WITH 3/4" STROKE. RED OR GREEN LETTERS

FINISH (ON CAST ALUMINUM HOUSING ONLY) - TEXTURED POWDER COAT FINISHOPTIONS INCLUDE WHITE, WHITE WITH BRUSHED ALUMINUM FACE, BLACK, OR BLACK

EMERGENCY PACK - SOLID-STATE, CONSTANT-CURRENT TYPE BATTERY CHARGER

MOUNTING - UNIVERSAL MOUNTING KIT FOR CEILING, WALL OR END-OF-FIXTURE

ILLUMINATION - PROVIDED BY RED, GREEN OR WHITE HIGH-OUTPUT LEDS INSIDE

1.

2.

3.

4.

5.

6.

LUMINAIRE REQUIREMENTS:

REVISED: AUGUST 2004 NL-63

MOUNTING.

THERMOPLASTIC. SINGLE OR DOUBLE-FACED AS INDICATED.

AS INDICATED. PROVIDE CHEVRONS AS INDICATED EITHER LEFT, RIGHT OR BOTH

WITH MAINTENANCE-FREE, NICKEL-CADMIUM BATTERY, AC-ON INDICATOR LAMP AND

LIGHTING PLATE:

LED EXIT SIGN

13"NOMINAL

NOMINAL9"

WITH BRUSHED ALUMINUM FACE.

DIRECTIONS AS INDICATED. CHEVRONS PUNCHED OUT THROUGH HOUSING AS

TEST SWITCH.

OF FIXTURE HOUSING. PROVIDE POLYSTYRENE DIFFUSER IN COLOR INDICATED WITHFREQUENCY-MATCHED SILKSCREEN COATING FOR MAXIMUM LED LIGHT OUTPUT.

CERTIFICATION - UL LISTED AND CERTIFIED FOR DAMP LOCATIONS.7.

REQUIRED.

B NL-83 LED 120

OPTION 27' ABOVE LANDING

WALL MOUNTED8' A.F.F.

C NL-73 2-F32/T8 120 SURFACE CEILING

"X"

TYPICAL NL-4 FIXTURE CROSSSECTIONS - SEE OPTIONS.

LUMINAIRE REQUIREMENTS

0.032" MINIMUM THICKNESS STEEL BACK PLATE AND REFLECTOR. CHEMICAL TREATMENTFOR RUST PREVENTION. BAKED WHITE ENAMEL FINISH. PROVIDE KNOCKOUTSTHROUGH BACK PLATE. HOUSING SHALL HAVE INTERNAL GREEN GROUNDING SCREW.

1.

2.

3.

TYPE A - 26 INCHESTYPE B - 38 INCHES

LOWER LENS SHALL BE CLEAR SINGLE PIECE 100% ACRYLIC HAVING AN OVERALLNOMINAL THICKNESS OF 0.110 INCHES PLUS OR MINUS 10%. UPLIGHT LENS SHALL BE100% ACRYLIC WITH A MINIMUM OF 0.09 INCHES OVERALL THICKNESS.LENS SHALL BE PRISMATIC (TO REDIRECT LIGHT, PREVENTING DIRECT GLARE AT HIGHVIEWING ANGLES) OR LUMINAIRE SHALL HAVE OPAQUE FRONT.LENS SHALL HAVE SPRING STEEL LATCHES FOR RETAINING LENS, OR POSITIVE MEANSOF HOLDING LENS IN PLACE.LUMINAIRE SHALL PROVIDE UP AND DOWN LIGHT. UP LIGHT SHALL BE SEPARATELYSWITCHED WHERE INDICATED. LAMPS SHALL BE ENCLOSED ON TOP AND BOTTOM.BALLAST SHALL BE HIGH POWER FACTOR ( > .95) INSTANT START CLASS P ELECTRONICBALLAST WITH SOUND RATING OF "A". SECURE BALLASTS TO HOUSING WITH AT LEASTONE SCREW AND SLIP-ON BRACKET OR 2 SCREWS - ONE AT EACH END.

WHERE LUMINAIRE REQUIRES SEPARATELY SWITCHED UP LIGHT, LUMINAIRE SHALLHAVE TWO BALLASTS AND METAL BAFFLE BETWEEN LAMPS.

4.

5.

6.

7.

8.

9.

TYPE A - 2 F17/T8 LAMPSTYPE B - 2 F25/T8 LAMPS

OPTIONSUP AND DOWN LIGHTUP AND/OR DOWN LIGHT (SEE NOTE 9)DOWN LIGHT ONLY (SOLID TOP REQ'D)

1.2.3.

0.032" MINIMUM THICKNESS DIE FORMED STEEL OR EXTRUDED ALUMINUM HOUSING.BAKED BLACK ENAMEL OR BRUSHED ALUMINUM FINISH OR WOOD GRAIN VINYL ONALUMINUM HOUSING, UNLESS INDICATED OTHERWISE. STEEL HOUSING SHALL HAVEALL JOINTS WELDED AND GROUND SMOOTH. HOUSING SHALL BE PAINTED AFTERFABRICATION.MAXIMUM OVERALL LUMINAIRE HEIGHT SHALL BE 5-1/2 INCHES. MAXIMUM LUMINAIREDEPTH SHALL BE 8 INCHES. MAXIMUM LUMINAIRE LENGTH SHALL BE:

SKETCH DATE JUNE 2002 STYLE NL-4WALL-MOUNTED STAIRWELL FLUORESCENT

TYPE C - 50 INCHES

TYPE C - 2 F32/T8 LAMPS

A B C

"A" "B"REVISED: AUGUST 2004 NL-83LIGHTING PLATE:

WALL-MOUNTED CUTOFF LED FIXTURE


NOMINAL9"

NOMINAL7"

NOMINAL16"

1. HOUSING/BACKPLATE - ONE-PIECE, DIE-CAST ALUMINUM HOUSINGINTEGRATES SECONDARY HEAT SINKS TO OPTIMIZE THERMALTRANSFER FROM THE INTERNAL LIGHT ENGINE HEAT SINKS ANDPROMOTE LONG LIFE.

2. FINISH: ZINC-INFUSED POWDER COAT FINISH THAT PROVIDESSUPERIOR RESISTANCE TO CORROSION AND WEATHERING. MINIMUMTHREE MILS THICKNESS FOR A FINISH THAT CAN WITHSTAND EXTREMECLIMATE CHANGES WITHOUT CRACKING OR PEELING.

3. OPTICS: PRECISION MOLDED ACRYLIC LENSES ENGINEERED FORSUPERIOR DISTRIBUTION, UNIFORMITY AND SPACING. LIGHT ENGINESARE 4000K.

4. ELECTRICAL: HEIGHT ENGINE CONSISTS OF 10 HIGH EFFICIENCYLEDS MOUNTED TO A METAL CORE CIRCUIT BOARD AND INTEGRALALUMINUM HEAT SINKS TO MAXIMIZE HEAT DISSIPATION ANDPROMOTE LONG LIFE (100,000 HRS) AT 25°C. ELECTRONIC DRIVER HASA POWER FACTOR 90%.

5. INSTALLATION: A UNIVERSAL MOUNTING PLATE WITH INTEGRALMOUNTING SUPPORT ARMS WHICH ALLOWS THE FIXTURE TO HINGEDOWN FOR EASY ACCESS WHILE MAKING WIRING CONNECTIONS.

6. LIGHT ENGINES: 1 (ONE) LIGHT ENGINE (10 LEDS). FIXTURE WATTS: 24WATTS.

7. CERTIFICATION: CSA CERTIFIED TO US AND CANADIAN STANDARDS.LIGHT ENGINES ARE IP66 RATED; LUMINAIRE IS IP65 RATED AND SUITABLE FOR

WET LOCATIONS WHEN MOUNTED WITH THE LENS DOWN.ADDITIONAL FEATURES - LOW VOLTAGE DISCONNECT8.

FIXTURE SHALL HAVE TWO BALLASTS. UP LIGHT SHALL BE CONTROLLED BYOCCUPANCY SENSOR. DOWN LIGHT SHALL BE UNSWITCHED.

1

1

KEYNOTES:

RTIME CLOCK

FACING NORTHON ROOFPHOTO CELL

~~ VV

VV

V

R

NEU

TO EXTERIOR LIGHTS

ON

OFF

AUTO

C

TO PANEL

VOLTAGE: 120VAMPERAGE: 20A

# OF POLES: 4COIL VOLTAGE: 120V

PDP EM-19NEU

SPARESPARE

REVISED: MAY 2013 NL-73LIGHTING PLATE:

HIGH EFFICIENCY SURFACE 2' X 4' FLUORESCENT

PHOTOMETRICS - MINIMUM EFFICIENCY OF 83%.

SCHEDULE FOR BALLAST OPTIONS AND SPECIFICS.ELECTRONIC TYPE WITH SOUND RATING A. SEE SPECIFICATION OR LIGHTING FIXTURE

LAMPS - LINEAR FLUORESCENT T8, TYPICALLY WITH WATTAGES AS INDICATED. SEELIGHTING FIXTURE SCHEDULE.

BALLAST - CLASS P, THERMALLY-PROTECTED, HIGH POWER FACTOR ( .95),

SHIELDING - RIBBED ACRYLIC DIFFUSER.

PERMANENTLY DEFORM OUT OF "SQUARE" WHEN PICKED UP FROM ANY CORNER.RIGIDITY. ENDCAPS SECURED WITH TABS, SCREWS OR RIVETS. FIXTURE SHALL NOT

BONDED TO PHOSPHATE-FREE, MULTI-STATE PRETREATED METAL.FINISH - HIGHLY REFLECTIVE NON-GLARE MATTE WHITE POLYESTER POWDER COAT

HOUSING - DIE-FORMED, COLD-ROLLED STEEL, WITH REINFORCEMENT RIBS FOR

8.


7.

6.

5.

3.

2.

1.

CERTIFICATION - UL LISTED AND LABELED.

3 1/2"NOMINAL

"C"

X NL-63 LED 120 SURFACE CEILING ORWALL MTD 8' A.F.F.

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Documents

Cairns Field - Green-Simmonscairns field 1 2 3 4 5 d c b a design by: drawn by: sbmt by: size: file name: date: solicitation no.: contract no.: us army corps of engineers mark description