Page 1 of 3
ADDENDUM NO. 1
GMIA – Aircraft Rescue and Fire Fighting
Addition and Remodel
PROJECT NO. A205-16010
OFFICIAL NOTICE NO. 7220
GENERAL MITCHELL INTERNATIONAL AIRPORT Milwaukee County, Wisconsin
Prepared By: MILWAUKEE COUNTY DEPARTMENT OF ADMINISTRATIVE SERVICES
ENGINEERING DIVISION Airport Engineers - Telephone 414-747-5320 5300 South Howell Avenue Milwaukee, Wisconsin 53207
DATE OF ADDENDUM: July 14, 2017 BIDS CLOSE: 2:00 P.M., WEDNESDAY July 26, 2017 ------------------------------------------------------------------------------------------------------------------------------------------ TO ALL BIDDERS: Each bidder shall read this Addendum in its entirety to determine to what extent his proposal and the contract conditions will be affected. This Addendum to the Contract Documents is issued to modify, explain, or correct the original documents and is hereby made part of the Contract Documents. ------------------------------------------------------------------------------------------------------------------------------------------ RECEIPT - Sign the following receipt and attach to submitted Proposal Form. ------------------------------------------------------------------------------------------------------------------------------------------ Receipt of Addendum No. 1, consisting of ten (26) pages, for GMIA – Aircraft Rescue and Fire Fighting Addition and Remodel, Official Notice No. 7220, at General Mitchell International Airport, Milwaukee, Wisconsin, dated July 14, 2017 is acknowledged. Date Firm
Per Address
Page 2 of 3
ADDENDUM 1
TO: All Prospective Bidders AIR PROJECT: A205-16010
PROJECT NAME: GMIA – Aircraft Rescue & Fire Fighting Addition and Remodel
DATE: July 14th, 2017
CLIENT NAME: Milwaukee County
PROJECT LOCATION: Milwaukee, WI
This Addendum forms a part of the contract documents and modifies the original bidding documents dated June 30, 2017 as noted below. Acknowledge receipt of this Addendum in the space provided on the bid form. Failure to do so may subject the bidder to disqualification.
Contents: (2) Typed Pages (0) Bid Form Pages (0) Specification Section Pages
(24) Drawing Sheets (0) Schedule Sheets
STRUCTURAL DRAWINGS
1. SHEET S102 – ROOF DECK PLAN
• Coordination Note 1 revised to remove angled edge information.
2. SHEET S700 – SECTION AND DETAILS
• Section 5 – Steel Detail – Wing Extension Top; revised to show no angle cut at the edge of the precast panel.
ARCHITECTRUAL DRAWINGS
3. SHEET A321 – SECTION DETAILS
• Revise Detail 4 as indicated to show no angle cut at the edge of precast panel. Provide metal clips as shown for anchorage of metal framing to precast panel.
MEP+FP DRAWINGS
4. SHEET F111 – FIRE PROTECTION FIRST FLOOR PLANS
• Removed sprinkler head in Electrical Closet.
5. SHEET P211 and P401 – PLUMBING FIRST FLOOR AND ENLARGED PLANS
• Revised natural gas pipe size.
6. SHEET P212 – PLUMBING ROOF AND MEZZANINE PLANS
• Revised natural gas pipe size down to boilers.
7. SHEET P901 – DOMESTIC WATER ISOMETRIC & RISER
• Revise Natural Gas Riser.
8. SHEET M211 – MECHANICAL FIRST FLOOR NEW WORK FIRST FLOOR PLAN
• Added Kitchen Hood Thermostat and key note M21.
• Relocated VAV 12.
Page 3 of 3
9. SHEET M311 – MECHANICAL PIPING FIRST FLOOR PLAN
• Relocated VAV 12 and associated hydronic piping.
• Added pipe size labels to Hot Water Supply and Return to terminal units.
• Removed section tag 4/M401.
10. SHEET M400 – MECHANICAL ENLARGED PLANS
• (View 1)
• Revised ductwork in Corridor 129.
• Moved VAV 12 and associated ductwork.
• Removed C-1 diffusers in Corridor 133. Revised Exhaust Air ductwork in restroom 103
• (view 2)
• Extend hot water supply main building.
• Add pipe size labels to hydronic pipes.
11. SHEET M501 – MECHANICAL DETAILS
• Added Panel Radiator detail.
12. SHEET M600 – MECHANICAL SCHEDULES
• Add Electrical Unit Heater schedule.
• Revise Single Duct VAV Boxes schedule.
13. SHEET M601- MECHANICAL SCHEDULES
• Revise Gas-Fired Boiler schedule.
14. SHEETS M700 thru M705 – CAPTIVEAIR DRAWINGS
• Enlarged drawings for clarity.
• Added sheet M705.
15. SHEET E301 – ELECTRICAL FIRST FLOOR POWER PLANS
• Added GFI label to receptacle.
• Replaced Motor # 10 with a Special Purpose Outlet
16. SHEET E302 – ELECTRICAL ROOF AND MEZZANINE POWER AND SYSTEM PLANS
• Removed first floor Wireless Access Points.
17. SHEET E601 – ELECTRICAL SCHEDULES
• Revised Electric Motor Wiring schedule.
18. SHEET E602 – ELECTRICAL SCHEDULES
• Revise Branch Panel EDP/208 (Existing) schedule.
END OF ADDENDUM
DN
PRECAST CONCRETE PLANK SCHEDULE
TYPE DESCRIPTION SDLASSUMEDPLANK DL
FIRERATING
10" HOLLOWCORE PRECAST PLANK W/ 3"STRUCTURAL TOPPING W/ 6x6x2.9x2.9 WWF
SLL
PC1 124 PSF 26 PSF 67 PSF 1-HR
10" HOLLOWCORE PRECAST PLANK W/ 3"STRUCTURAL TOPPING W/ FIBER REINF
PC2 124 PSF 26 PSF 67 PSF 1-HR
8" HOLLOWCORE PRECAST PLANKPC3
EXIST 72 PSF 30 PSF 72 PSF 1-HR
0.1 0.4 0.8 1 2.8 4.4 4.6 65.25432
2.7
AA
AA.8
B.5
B
C.5
E
F.1
G
J
K
L
M
G.9
69'-2
3/4"
57'-6
3/8"
35'-1
0 3/8"
33'-4
3/8"
20'-2
3/8"
15'-8
"8'-
10"
13'-5
5/8"
11'-0
3/4"
7'-9 5
/8"
39'-1 3/4"
19'-1
1 3/8"
37'-7
"
11'-9
3/8"
8'-2"
4'-10
"16
'-0"
16'-9
"
3'-10
7/8"
106'-5 3/4"
31'-6 1/4" 7'-7 1/2" 21'-4 1/2" 8'-7 1/2" 18'-8" 18'-8"
3'-1 1/2" 5'-6" 3'-0" 15'-8" 3'-10" 4'-7" 10'-3"
PRECAST PLANKOVERHANG EDGE
5'-2"
5'-2"
ROOF PENETRATION, TYPSEE MECHANICAL DWGSFOR LOCATIONSSEE DETAILS 5&6/S600
PC1
TSE:
VAR
IES
..
PC3
EXIS
T
TSE:
VAR
IES
..
PC3
EXIS
T
TSE:
VAR
IES
..
PC2
TSE:
14'
-8"
(NO
SLO
PE)
..
PC1
TSE:
VAR
IES
..
PC1
TSE:
VAR
IES
..
PC2
TSE: 14'-3"(NO SLOPE)
.
.
W12X53TBE: 14'-5"
W12X53TBE: 15'-8 1/2"
W18X130TBE: 15'-7"
PRECAST PLANKOVERHANG EDGE
C12x20.7TBE: 10'-6"
4'-4 3
/4"
TYP, UNO6'-0" 5'-0"
7'-2" 59'-0"1'-2"
3'-5"
C8x11.5, TYPTBE: 10'-3"W8X13, TYP
TBE: 10'-3"DECK
..
1
2S700
6'-3"
11 1/8"
1'-7"
W8x
13TB
E: 10'-
2"W
8x13
TBE: 1
0'-2"
C12x20.7TBE: 10'-4"
DECK 1
W8x
13TB
E: 10'-
2"W
8x13
TBE: 1
0'-2"
C12x20.7TBE: 10'-4"
DECK
.
.
1
.
EXISTING ROOFOPENING TO BEREMOVED ANDINFILLED
6S600
EXISTING EQUIPCURB, TYP
5S700
5S700
L-8
L-5
& L-
7
L-5
& L-
7L-
5 &
L-7
L-4
L-7
L-7
L-7
L-7 &
L-8
L-7 L-7 L-7 L-7
EXISTLINTELL-3
L-3
L-3
EXIS
TLI
NTE
LL-
3
5S700
5S700
L-6
L-3
1S700
3S700
6S700
4S6003
S600
10S600
6'-7 3/8
"
EXISTING ROOFOPENING TO BEREMOVED ANDINFILLED
EXISTING ROOFOPENING TO BEREMOVED ANDINFILLED
PRECAST PLANKOVERHANG EDGE
5S501
TYP
TWE: 16'-9"
5S501
TYP
5S501
TYP
TWE: 17'-4"
1
1
2.
2.
2.
2.
.
.
7S700
5S501
9S501
TYP
CJ
CJCJ
CJ
CJ
CJ
CJ CJ
CJ
.
L-6
L-6
1S600
9S600
CJ
1S600
3S600
2S600
8S600
9S600
48.86°
SLAB/DECK SCHEDULE
MARKTOTAL
THICKNESSDEPTH GAGE
DECK
DECK 1 1/2"
TYPE
ROOF DECK 1 1/2" 201
FINISH
GALV
THICKN TYPE
CONCRETE
-- --
STUDLENGTH
--
REINF DETAIL
REINFORCING
--
NOTES:
1. SEE 8&9/S700 FOR DECK ATTACHMENT TO STRUCTURAL SUPPORTS.
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
PRIN
TED:
20 21
Milw
aukee C
ounty
Dept. o
f A
dm
inis
trative S
erv
ices
FA
CIL
ITIE
S M
AN
AG
EM
EN
T D
IVIS
ION
Arc
hitectu
ral, E
ngin
eeri
ng &
Envir
onm
enta
l Serv
ices
DOW
NTOW
N OF
FICE
: 633
W. W
ISCO
NSIN
AVE
, SUI
TE 10
00; M
ILWAU
KEE,
WI 5
3203
AIRP
ORT
ENGI
NEER
ING
OFFI
CE: 5
300 S
. HOW
ELL A
VE; M
ILWAU
KEE,
WI 5
3207
GENE
RAL
MITC
HELL
INTE
RNAT
IONA
L AI
RPOR
T (M
KE)
5300
S. H
OWEL
L AV
E., M
ILW
AUKE
E, W
I 532
07AI
RPOR
T RE
SCUE
AND
FIR
E FI
GHTI
NG A
DDIT
ION
& RE
NOVA
TION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:#380
#290
A205-16010
7/14/2017 11:18:24 AM
S102ROOF DECK PLAN
06/30/17
ARFF ADDITION& RENOVATION
NOTES:
1. REFER TO GENERAL STRUCTURALNOTES AT SHEET S001.
2. REFER TO STEEL COLUMN SCHEDULEAND DETAILS AT SHEET S400.
3. FOR DIMENSIONS NOT SHOWN ONSTRUCTURAL PLANS (MASONRY WALLS,OPENINGS, ETC.) REFER TOARCHITECTURAL PLANS.
4. VERIFY SIZE AND LOCATION OF CURBS,PADS, DEPRESSIONS, OPENINGS,SLEEVES, ETC., WITH RESPECTIVECONTRACTORS.
5. STEEL BEAM DESIGNATIONS ARE ASFOLLOWS:W12x53 = BEAM SIZE
6. INDICATES SPAN DIRECTION OFCONCRETE PLANKS. REFER TOPRECAST CONCRETE PLANKSCHEDULE.
7. PRECAST CONCRETE PLANKS SHALL BESLOPED AT 1/2" PER FOOT, UNO.
8. LINTEL DESIGNATIONS ARE AS FOLLOWS:L-1 = LINTEL SIZESEE LINTEL SCHEDULE AT SHEET S501.
1) PRECAST PLANK SHALL HAVE A NON-COMBUSTIBLE RATING PER IBCTABLE 721.1 (1) AS INDICATED.
2) SDL = SUPERIMPOSED DEAD LOAD (INCLUDING THE WEIGHT OF THECONCRETE TOPPING).
3) SLL = SUPERIMPOSED LIVE LOAD (NOT INCLUDING DRIFTED SNOW).
4) REFER TO WIND LOADING DIAGRAM AND WIND LOADS AT SHEET S002FOR REQUIRED WIND FORCES TO TRANSFER.
NOTES
..
NN
GENERAL DEMOLITION NOTES:
1 CUT EXISTING CONCRETE PLANKOVERHANG BACK TO FACE OFEXISTING WALL.
2 REMOVE EXISTING PRECASTOVERHANG L-SHAPED PIECES. FORMORE INFORMATION, SEEARCHITECTURAL PLANS.
3 REMOVE OPENING MATERIAL ANDINFILL. SEE DETAIL 7/S600.
COORDINATION NOTES:
1 PRECAST PLANK EDGE. SEEARCHITECTURAL DRAWING A321FOR DETAIL.
2 NEW PLUMBING ROOF DRAIN. SEEP112 FOR LOCATION, SIZE ANDCOORDINATION REQUIREMENT.
3
1
3
3
1
2
2
2
REVISION: DATE
ADDENDUM 1 07/14/2017
1
X
5/8" CAP PLATEW/ 4 - 3/4" DIA BOLTS.
5/16
TYP1 1/2"
1"
WELD ANCHOR
STEEL BEAM
TYP
TBESEE PLAN
CLL6x4x3/8 (LLH)
PRECAST PLANK1/2" G
AP M
IN
BEARING2 1/2" MIN
1/2" G
AP M
IN
BEARING2 1/2" MIN
TBESEE PLAN
CL
8" CMU WALL
(2) - 3/4" DIAANCHORSEMBEDED 5" LONG
W SECTION
1/4
1/4.
L 6x4x3/8 (LLH)
PRECAST PLANKW/ 3" CONCRETETOPPING
#4 BAR DRIVEN INTO HOLE
#5 VERT REBAR,SPA TO MATCHDETAIL 10/S501
CL
HSS 6x2x3/8
2'-5"
CMU WALL
TBE: 2'-8"
.
(4) - 1/2" DIA EXPANCHORSEMBEDDED 4" MIN
2"
1/4
BOND BEAM W/(2) - #5 CONT 8"
4"
2" 4" 2"
T=1/2"
CL
HSS 6x2x3/8SLOPE TO MATCHROOF
CMU WALL
2"
BOND BEAM W/(2) - #5 CONT
4'-8"
1/2" DIA EXP ANCHORTHRU HSS MEMBER
STEEL LINTELSEE SCHED
.
TBESEE PLAN
CL
L6x4x3/8 (LLH)
W8x13
TYP1/4
TYP
L3x3x1/4"x0'-6",TYP
1/4
4'-4 3/4"
3'-5"4"x4" PLATE,t = 3/8"W/ (2) - 3/4"DIA A325 BOLTS
1/4
SPACING6" FLUTE
36" WIDE1 1/2" ROOF DECK(36/4 PATTERN)
INDICATES 5/8" DIA PUDDLEWELD LOCATIONS, TYP
NOTES:
1. WELD DECK TO SUPPORT MEMBERS AT PERIMETERAND CORNER ZONES AT 6" OC MAX, UNO. PERIMETERAND CORNER ZONES ARE DEFINED BY A 11'-0" BANDAROUND THE PERIMETER OF THE ROOF.
3" MIN LAP
CL LAP
DECK END LAP
END SUPPORT
STEEL BEAMS BELOW
SIDE LAP ATTACHMENT:WELDED @ 12" OCCOMPOSITE DECK: AT 24" OC
WELD DECK AT EDGESUPPORTS AT 12" OCUNO ON DRAWINGS
WELD DECK TO END &INTERMEDIATE SUPPOORTS.SEE 9/S700
NOTES:
1. USE 5/8" DIA PUDDLE WELDS UNO.
2. WELD DECK TO SUPPORT MEMBERS AT PERIMETER AND CORNER ZONES AT6" OC MAX, UNO. PERIMETER AND CORNER ZONES ARE DEFINED BY A 11'-0" BANDAROUND THE PERIMETER OF THE ROOF.
TBESEE PLAN
CL
LL6x4x3/8x0"-6"
W8x13
TYP1/4
TYP
L3x3x1/4"x0'-6",TYP
1/4
4'-4 3/4"
3'-5"4"
(4) - 3/4" DIA ANCHORSEMBEDDED 5" MIN
TYP1/4
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
PRIN
TED:
20 21
Milw
aukee C
ounty
Dept. o
f A
dm
inis
trative S
erv
ices
FA
CIL
ITIE
S M
AN
AG
EM
EN
T D
IVIS
ION
Arc
hitectu
ral, E
ngin
eeri
ng &
Envir
onm
enta
l Serv
ices
DOW
NTOW
N OF
FICE
: 633
W. W
ISCO
NSIN
AVE
, SUI
TE 10
00; M
ILWAU
KEE,
WI 5
3203
AIRP
ORT
ENGI
NEER
ING
OFFI
CE: 5
300 S
. HOW
ELL A
VE; M
ILWAU
KEE,
WI 5
3207
GENE
RAL
MITC
HELL
INTE
RNAT
IONA
L AI
RPOR
T (M
KE)
5300
S. H
OWEL
L AV
E., M
ILW
AUKE
E, W
I 532
07AI
RPOR
T RE
SCUE
AND
FIR
E FI
GHTI
NG A
DDIT
ION
& RE
NOVA
TION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:#380
#290
A205-16010
7/14/2017 11:18:45 AM
S700SECTIONS ANDDETAILS
06/30/17
ARFF ADDITION& RENOVATION
3/4" = 1'-0"1 TYPICAL HSS TO BEAM CONNECTION 1" = 1'-0"2 PRECAST PLANK TO BEAM CONNECTION
1" = 1'-0"3 STEEL DETAIL - CMU CONNECTION 1" = 1'-0"4 STEEL DETAIL - WING EXTENSION
1" = 1'-0"5 STEEL DETAIL - WING EXTENSION TOP 1" = 1'-0"6 STEEL DETAIL - CANOPY SECTION
1 1/2" = 1'-0"9 TYPICAL DECK WELDING AT SUPPORTS 1" = 1'-0"8 TYPICAL ROOF DECK ATTACHMENT
REVISION: DATE
ADDENDUM 1 07/14/2017
1" = 1'-0"7 STEEL DETAIL - CANOPY SECTION2
1
0.1
R1
EX-1
7 1/8"7"
7 1/8"10 3/4"
MP-1, REFER TO EXTERIORELEVATIONS FOR PANELPATTERN
PREFINISHED METAL GRAVELSTOP W/ FASCIA COVER ONCONTINUOUS CLEAT, FINISH TOMATCH MP-1
1/2” FIRE TREATED, EXTERIORGRADE PLYWOOD
FIRE TREATED EXTERIORGRADE WOOD BLOCKING
ROOFING MEMBRANE TOEXTEND UP OVER GRAVEL STOPAND UNDER FASCIA COVER
SELF-ADHERED (2-PIECE)WEATHER BARRIER TO WRAPPARAPET WALL
5/8” EXTERIOR GRADE GYPSHEATHING
6” METAL FRAMING, FILLCAVITY W/ SPRAY FOAM
INSULATION
COMPRESSIBLE TUBE
TOP OF WALL SLOPES, REFERTO EXTERIOR ELEVATIONS FORHEIGHT
COMPRESSIBLE FILL
VA
RIE
S
FIBERGLASS CLIPS
0.1
11' - 6"
EX-1
EX-3
DRILLED WEEP HOLES@ 16" O.C.
PREFINISHED SHEETMETAL FLASHING TOMATCH METAL PANELFINISH, MP-1
PREFINISHED SHEET METALZEE CLOSURE FLASHING TOMATCH METAL PANELFINISH, MP-1
CONTINUOUS BEAD OFSEALANT
MP-1, REFER TO EXTERIORELEVATIONS FOR PANELPATTERN
REFER TO STRUCTURALDRAWINGS FORGROUTING AND
REINFORCINGREQUIREMENTS
3"
METAL PANEL MP-1 TO TURNCORNER AND FORM SOFFIT,REFER TO EXTERIORELEVATIONS FOR PANELPATTERN
PREFINISHED METAL GRAVELSTOP W/ FASCIA COVER ONCONTINUOUS CLEAT, FINISHTO MATCH MP-1
1/2” FIRE TREATED, EXTERIORGRADE PLYWOOD
ROOFING MEMBRANE TOEXTEND UP OVER GRAVEL STOPAND UNDER FASCIA COVER
SELF-ADHERED (2-PIECE)WEATHER BARRIER TO WRAPPARAPET WALL GYP BD
5/8” EXTERIOR GRADE GYPSHEATHING TO WRAP METALFRAMING
6” METAL FRAMING, FILLCAVITY W/ SPRAY FOAM
INSULATION
COMPRESSIBLE TUBE
TOP OF WALL SLOPES, ALIGNW/ END WALLS. REFER TOEXTERIOR ELEVATIONS FORHEIGHT
METAL CLIP TO SECUREMETAL FRAMING TO
CONCRETE ROOF DECK @15" MIN O.C. ATTACH
BETWEEN CONCRETE CORES
FIRE TREATED, EXTERIORGRADE CUT WOOD BLOCKING
HOLLOWCORE ROOFSTRUCTURE, REFER TOSTRUCTURAL DRAWINGS
10°
R2
102°
88°
REFER TO RCP FOROVERHANG PANEL
LAYOUT
AAR2
EX-4
SEALANT BETWEENTOP OF GYP BD AND
ROOF STRUCTURE
PREFINISHED METALJ-TRIM TO MATCH MP-1
FIBERGLASS CLIPS
PRECAST HOLLOWCOREROOF STRUCTURE, REFERTO STRUCTURALDRAWINGS
REFER TO STRUCTURALDRAWINGS FORGROUTING AND
REINFORCINGREQUIREMENTS
4” SPRAY FOAM TO WRAPCONTINUOUS FROM WALL TOUNDERSIDE OF CANTILEVERED ROOF
1/4" AIR SPACE FORMETAL PANEL WEEPING
10 3/4" 6 1/8"
R1
AA
7 5/8" 9 5/8"
CONCRETE FOUNDATIONWALL, REFER TOSTRUCTURAL DRAWINGS
EX-5
EX-4
10 3/4" 6 1/8" 3 1/2"
MORTAR NET
CONTINUOUS PREFINISHEDSHEET METAL THROUGH WALLFLASHING
CONTINUOUS PREFINISHEDSHEET METAL SILL FLASHING,FINISH TO MATCH MP-1
WEEP SYSTEM @VERTICAL JOINTS 24" O.C.
CONCRETE FLOORSLAB, REFER TO
STRUCTURALDRAWINGS
SEALANT
EXPANSION JOINTMATERIAL
2" RIGID INSULATIONTO EXTEND 2'-0"
HORIZONTALLY ANDDOWN TO GRADE
BEAM VERTICALLY
BASE AS SCHEDULED
REFER TO STRUCTURALDRAWINGS FORGROUTING AND
REINFORCINGREQUIREMENTS
8"
FULLY GROUT AIR SPACEBELOW THROUGH WALLFLASHING
CEMENT BOARD SIDINGSTARTER STRIP
UNDERSLAB VAPORBARRIER TO WRAP UP TO
TOP OF JOINT MATERIAL
FIBERGLASS CLIP
0.1
CONCRETE FOUNDATIONWALL, REFER TOSTRUCTURAL DRAWINGS
MORTAR NET
CONTINUOUS PREFINISHEDSHEET METAL THROUGHWALL FLASHING
CONTINUOUS PREFINISHEDSHEET METAL SILL FLASHING TOMATCH MP-1
WEEP SYSTEM @VERTICAL JOINTS 24" O.C.
CONCRETE FLOORSLAB, REFER TO
STRUCTURALDRAWINGS
SEALANT
EXPANSION JOINTMATERIAL
2" RIGID INSULATIONTO EXTEND 2'-0"
HORIZONTALLY ANDDOWN TO GRADE
BEAM VERTICALLY
BASE AS SCHEDULED
REFER TO STRUCTURALDRAWINGS FORGROUTING AND
REINFORCINGREQUIREMENTS
FULLY GROUT AIR SPACEBELOW THROUGH WALLFLASHING
3/4"
EX-5
8"
9 5/8"7 5/8"
UNDERSLAB VAPORBARRIER TO WRAP UP TO
TOP OF JOINT MATERIAL
SOLID SURFACEWINDOW SILL, SS-1
CONTINUOUS BEAD OFSEALANT
INTEGRAL PREFINISHEDWINDOW SYSTEM SILL FLASHING
FILL SHIM SPACE W/ SPRAYFOAM INSULATION
ALUMINUM WINDOW SYSTEM,REFER TO EXTERIORELEVATIONS AND WINDOWSCHEDULE
10 3/4" 1/2" 6 5/8"
M
ALUMINUM WINDOW SYSTEM,REFER TO EXTERIORELEVATIONS AND WINDOWSCHEDULE
CEMENT BOARD SIDINGSTARTER STRIP
CONTINUOUS PREFINISHEDSHEET METAL SILL FLASHINGW/ WEEPS BELOW VERTICALZEE FURRING TO MATCH MP-1, ATTACH INSIDE JAMB TOWOOD BLOCKING
CONTINUOUSBEAD OF SEALANT
GYP BD TO WRAPINSIDE OPENING AT
HEAD AND JAMB
WINDOW HEADER, REFER TOSTRUCTURAL DRAWINGS
FILL SHIM SPACE W/ SPRAYFOAM INSULATION
FIRE TREATED, EXTERIORGRADE WOOD BLOCKING
CONTINUOUS PREFINISHEDSHEET METAL FLASHINGCRIMPED TO SILL FLASHING,FINISH TO MATCH MP-1
SPRAY FOAM OVER-SPRAY TOBE CUT FLUSH W/ SILLFLASHING
REFER TO STRUCTURALDRAWINGS FORGROUTING AND
REINFORCINGREQUIREMENTS
ROLLER SHADE WHEREINDICATED ON RCP
10 3/4" 6 1/8"
FIRE TREATED,EXTERIOR GRADE
PLYWOOD
10 3/4" 1/2" 5 5/8"
0.1
ALUMINUM WINDOW SYSTEM,REFER TO EXTERIORELEVATIONS AND WINDOWSCHEDULE
CEMENT BOARD SIDINGSTARTER STRIP
CONTINUOUS PREFINISHEDSHEET METAL SILL FLASHINGW/ WEEPS BELOW VERTICALZEE FURRING TO MATCH MP-1, ATTACH INSIDE JAMB TOWOOD BLOCKINGCONTINUOUS BEAD
OF SEALANT
GYP BD TO WRAPINSIDE OPENING AT
HEAD AND JAMB
WINDOW HEADER, REFER TOSTRUCTURAL DRAWINGS
FILL SHIM SPACE W/ SPRAYFOAM INSULATION
FIRE TREATED, EXTERIORGRADE WOOD BLOCKING
CONTINUOUS PREFINISHEDSHEET METAL FLASHINGCRIMPED TO SILL FLASHING
SPRAY FOAM OVER-SPRAY TOBE CUT FLUSH W/ SILLFLASHING
REFER TO STRUCTURALDRAWINGS FORGROUTING AND
REINFORCINGREQUIREMENTS
EX-3
2" FIBERGLASS CLIP
1/2" FIRE TREATED,EXTERIOR GRADEWOOD BLOCKING
3 5/8"
1/2"
10 3/4"
0.1
CONCRETE FOUNDATIONWALL, REFER TOSTRUCTURAL DRAWINGS
MORTAR NET
CONTINUOUS PREFINISHEDSHEET METAL THROUGHWALL FLASHING
CONTINUOUS PREFINISHEDSHEET METAL SILL FLASHINGTO MATCH MP-1
WEEP SYSTEM @VERTICAL JOINTS 24" O.C.
CONCRETE FLOORSLAB, REFER TO
STRUCTURALDRAWINGS
SEALANT
EXPANSION JOINTMATERIAL
2" RIGID INSULATIONTO EXTEND 2'-0"
HORIZONTALLY ANDDOWN TO GRADE
BEAM VERTICALLY
BASE AS SCHEDULED
REFER TO STRUCTURALDRAWINGS FORGROUTING AND
REINFORCINGREQUIREMENTS
5 1/2"4 1/8"10 3/4"
9 5/8"7 5/8"
EX-3
EX-5
FULLY GROUT AIR SPACEBELOW THROUGH WALLFLASHING
8"
CEMENT BOARD SIDINGSTARTER STRIP
FIBERGLASS CLIP
UNDERSLAB VAPORBARRIER TO WRAP UP TO
TOP OF JOINT MATERIAL
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
20 21
Milw
aukee C
ounty
Dept. o
f A
dm
inis
trative S
erv
ices
FA
CIL
ITIE
S M
AN
AG
EM
EN
T D
IVIS
ION
Arc
hitectu
ral, E
ngin
eeri
ng &
Envir
onm
enta
l Serv
ices
DO
WN
TO
WN
OF
FIC
E: 6
33 W
. WIS
CO
NS
IN A
VE
, S
UIT
E 1
000
; M
ILW
AU
KE
E, W
I 53203
AIR
PO
RT
EN
GIN
EE
RIN
G O
FF
ICE
: 5
300 S
. H
OW
ELL A
VE
; M
ILW
AU
KE
E, W
I 53207
GE
NE
RA
L M
ITC
HE
LL
INT
ER
NA
TIO
NA
L A
IRP
OR
T (
MK
E)
5300
S. H
OW
EL
L A
VE
., M
ILW
AU
KE
E, W
I 53
207
AIR
PO
RT
RE
SC
UE
AN
D F
IRE
FIG
HT
ING
AD
DIT
ION
& R
EN
OV
AT
ION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:
#380
#290
A205-16010
A321
SECTION DETAILS
06/30/17
ARFF ADDITION& RENOVATION
1 1/2" = 1'-0"8
METAL PANEL @ ROOF COPING
1 1/2" = 1'-0"7
SIDING INFILL TO METAL PANEL TRANSITION
1 1/2" = 1'-0"4
METAL PANEL @ ROOF EDGE OVERHANG COPING
1 1/2" = 1'-0"3
SIDING @ OVERHANG SOFFIT
1 1/2" = 1'-0"5
MASONRY FOUNDATION DETAIL @ SIDING
1MASONRY FOUNDATION DETAIL @ HIGH OITC WINDOW SILL
2HIGH OITC WINDOW HEAD @ SIDING
6HIGH OITC WINDOW HEAD @ SIDING INFILL
9MASONRY FOUNDATION DETAIL @ SIDING INFILL
REVISION: DATE
ADDENDUM 1 07/14/2017
1
1
K
B
2 3 4 5 6
7
G
E
A
C
H
F
D
WORK
AREA
141
STORAGE
143
EM. GEN.
144
VESTIBULE
117
CHIEF'S
OFFICE
113
ASST. FIRE
CHIEF
112
ASST. FIRE
CHIEF
111
ASST. FIRE
CHIEF
110ASST. FIRE
CHIEF
109
ASST. FIRE
CHIEF
108
AV
STORAGE
107
DEPT.
FILES
106
ENTRY
VESTIBULE
100
RESTROOM
103
TRAINING
ROOM
114
ADMIN.
ASST.
105
WATCH
AREA
116
LIEUTENANT
OFFICE/DORM
122
DORM
ROOM
124
DORM
ROOM
126
ASST.
CHIEF
DORM
128
ELEC
CLOSET
131
DORM
ROOM
121
DORM
ROOM
123
DORM
ROOM
125
DORM
ROOM
127
DAY ROOM
118
KITCHEN/
DINING
119
JANITOR
132
SHOWER
ROOM
134
SHOWER
ROOM
135
SHOWER
ROOM
138
SHOWER
ROOM
137
LOCKER
AREA
139
FITNESS
130
DIRTY
RESTROOM
140
LAUNDRY
136
HOSE DRY
TOWER
142
CORRIDOR
104
CORRIDOR
120
CORRIDOR
129
CORRIDOR
115
STORAGE
102
LOBBY
101
CORRIDOR
133
1
M401
3
M401
VAV8
VAV10
VAV11
VAV3
VAV2
VAV6
VAV1
CUH1
M400
1
CUH2
KITCHENHOOD
VAV4
EF1
6"Ø EA UP
VAV12
VAV9
VAV5
2
M401
FTR1
FTR1
FTR1
FTR1
FTR1
FTR1
0.1 0.4 0.8 2.8 4.4 4.6 5.2
2.7
AA
AA.8
B.5
C.5
F.1
J
L
M
G.9
20x10 SA
12"Ø EA UP
20X10 SA DN10x10 SA UPTO MAU
26x18 SA
18x1
8 SA
12"Ø
SA
8x8 SA 10x8 SA
14x1
0 S
A
10x10 EA DN
4
M401
20x12 EA
66x26 SA UPTO RTU-1
34x12 EA UPTO ERV-1
24x10 OA UPTO ERV-1
72x18 RA UPTO RTU-1
26x14 SA
44x20 RA
6"ØB-2
145
6"ØB-2
115
6"ØB-2
115
6"ØB-2
506"Ø
A-2100
48x5E-2
100
12"ØB-2
175
12"ØH-1
350
12x24F-1
230
12"ØB-2
220
6"ØB-1
100
24x5E-1
75
6"ØB-2
115
6"ØA-1
70
(TYP 2)
(6)
(TYP 2)
(TYP 3)12x24
F-1290
(3)
(6)
12"ØH-1
355
(4)
12"ØB-2
180
12x24F-1
260
12x24F-1
230
12x24F-1
50
6"ØB-2
115
6"ØB-2
115
(TYP 2)
FTR1
FTR1
FTR1
FTR1
FTR1
6x6D-1
190(6)
M9
10x12 SA
10x8
SA
12"ØB-4
220(7)
20x16 SA 18x14 SA12x12 SA
10x8 SA
22x18 SA
10x10 SA
6"ØB-2
130
12x24F-1
230
VAV7
8x8
SA
8x14
SA
8"Ø
SA
EUH1
6"ØA-1
90
6"ØA-1
70(4)
10"ØB-3
110(6)
M12
M11
M11
M11
M11M11
M11
M11
M11
M11
M11M11
12x14 SA
16"Ø SA
M13
RP1
10x8
SA
10x8
SA
10x14 SA
24x10 OA
M16
M15
M17
M18
M18
12x10 SA
6"ØB-2
175
6"ØB-2
175
VAV13
12x12 SA
M19
24x24F2
680
8"Ø S
A
M17
CUH-2
EF26"Ø EA
M20 FD
14x12 RASLEEVE
24x24F2
2150
(2)
1
1
M21 1
N
KEY PLAN
RETURN AIR PLENUM
THIS BAR IS 1" LONG. IF IT MEASURESANYTHIING OTHER THAN 1" ADJUSTSCALE ACCORDINGLY.
N8 W22195 JOHNSON DRIVE, STE 180 262.549.1190
WAUKESHA, WI 53186 fx 262.549.1620www.IBCENGINEERING.COM
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
20 21
Milw
auke
e Coun
ty D
ept.
of Adm
inistrat
ive
Serv
ices
FACIL
ITIE
S M
AN
AGEM
ENT
DIV
ISIO
NArc
hite
ctur
al, E
ngin
eering
& E
nvironm
enta
l Se
rvic
esD
OW
NT
OW
N O
FF
ICE
: 63
3 W
. WIS
CO
NS
IN A
VE
, SU
ITE
100
0; M
ILW
AU
KE
E, W
I 532
03
AIR
PO
RT
EN
GIN
EE
RIN
G O
FF
ICE
: 53
00 S
. HO
WE
LL A
VE
; M
ILW
AU
KE
E, W
I 532
07
GE
NE
RA
L M
ITC
HE
LL
INT
ER
NA
TIO
NA
L A
IRP
OR
T (
MK
E)
5300
S. H
OW
EL
L A
VE
., M
ILW
AU
KE
E, W
I 53
207
AIR
PO
RT
RE
SC
UE
AN
D F
IRE
FIG
HT
ING
AD
DIT
ION
& R
EN
OV
AT
ION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:
#380
#290
A205-16010
IBC PROJECT NO: 2016077
M211
MECHANICAL FIRST
FLOOR NEW WORK
PLAN
06/30/17
ARFF ADDITION
& RENOVATION
SCALE: 1/8" = 1'-0"2MECHANICAL FIRST FLOOR PLAN
KEY NOTESM9 LOCATE BALANCING DAMPER ABOVE ACCESSIBLE CEILING AT
LEAST THREE DUCT DIAMETERS FROM VAV INLET.
M11 INSTALL ACOUSTICAL LINERS ON ALL RETURN DUCTWORK.
M12 INSTALL ACOUSTICAL LINER ON SUPPLY DUCTWORK PASTACOUSTICAL ELBOW AND UP TO RTU-1. LINER SHALL BEINSTALLED A MINIMUM OF 10 FEET DOWN STREAM OFACOUSTICAL ELBOWS.
M13 CONTRACTOR SHALL FIELD VERIFY LOCATION OF DUCTWORKAND COORDINATE DUCTWORK WITH OTHER DISCIPLINES.
M15 PROVIDE DUCT LAGGING ON RETURN DUCTWORK AS SHOWN.DUCT LAGGING SHALL BE EXTENDED TO ROOFTOP UNIT.
M16 PROVIDE ELBOW SILENCER EQUAL TO IAC 3ELBM ON SUPPLYAND RETURN DUCTWORK TO ROOFTOP UNIT.
M17 PROVIDE ELBOW SILENCER EQUAL TO IAC 5ELBM FOR EXHAUSTAND OUTSIDE AIR DUCTWORK. INSTALL ACOUSTICAL LINERMINIMUM 10 FEET PASSED ACOUSTICAL ELBOW ON EXHAUSTAND OUTSIDE AIR.
M18 INSTALL ACOUSTICAL LINER ON SUPPLY DUCTWORK TO VAV BOX.
M19 INSTALL PULL STATION FOR KITCHEN HOOD SYSTEM.
M20 PROVIDE REVERSE ACTING THERMOSTAT AND SET TO 85°F.
M21 INSTALL KITCHEN HOOD THERMOSTAT PER MANUFACTURER'SREQUIREMENTS.
SCALE: 1" = 20'-0"1
MECHANICAL FIRST FLOOR RETURN AIRPLENUM PLAN
REVISION: DATE
ADDENDUM 1 07/14/17
1
1
K
B
2 3 4 5 6
7
G
E
A
C
H
F
D
1
M401
WORK
AREA
141
STORAGE
143
EM. GEN.
144
VESTIBULE
117
CHIEF'S
OFFICE
113
ASST. FIRE
CHIEF
112
ASST. FIRE
CHIEF
111
ASST. FIRE
CHIEF
110
ASST. FIRE
CHIEF
109
ASST. FIRE
CHIEF
108
AV
STORAGE
107
DEPT.
FILES
106
ENTRY
VESTIBULE
100
RESTROOM
103
TRAINING
ROOM
114ADMIN.
ASST.
105
WATCH
AREA
116
LIEUTENANT
OFFICE/DORM
122
DORM
ROOM
124
DORM
ROOM
126
ASST.
CHIEF
DORM
128ELEC
CLOSET
131
DORM
ROOM
121
DORM
ROOM
123
DORM
ROOM
125
DORM
ROOM
127
DAY ROOM
118KITCHEN/
DINING
119
JANITOR
132
SHOWER
ROOM
134
SHOWER
ROOM
135
SHOWER
ROOM
138
SHOWER
ROOM
137
LOCKER
AREA
139
FITNESS
130
DIRTY
RESTROOM
140
LAUNDRY
136
HOSE DRY
TOWER
142
CORRIDOR
104
CORRIDOR
120
CORRIDOR
129
CORRIDOR
115
STORAGE
102
LOBBY
101
CORRIDOR
133
3
M401
VAV3
VAV2
VAV6
VAV1
VAV8
VAV5
CUH1
VAV9
VAV12
VAV11
VAV10
CUH2
VAV4
2" HWS
2" H
WR
2" HWS/HWR TOMECHANICALROOM152
2
M401
FTR1
FTR1
FTR1
FTR1
FTR1
FTR1
0.1 0.4 0.8 2.8 4.4 4.6 5.2
2.7
AA
AA.8
B.5
C.5
F.1
J
L
M
G.9
3/4"
HW
R
1 1/4" HWR1 1/2" HWR
1 1/
2" H
WR
2" HWR 2" HWR
2" H
WS
2" H
WS
1 1/2" HWS
2" H
WS
1" HWS& HWR
1" HWS& HWR
1 1/4" HWS& HWR
HC1
1 1/4" HWS
2" HWR
FTR1
FTR1
FTR1
FTR1
FTR1
VAV7
RP1
M10M10
M10
M10
M10
M10
M10
M10
M10
M10
M10
M10
M10
M10M10
M10
M10M10
M10
3/4"
HW
S
VAV13
M10
CP1
3/4"HWS/R DN
3/4"HWS/R DN
3/4"HWS/R DN
3/4" HWS/R
3/4"
HW
S
3/4"
HW
R
3/4"
HW
S
3/4"
HW
R
3/4" HWS
3/4" HWR
3/4" HWR3/4" HWS
3/4" HWR3/4" HWS
3/4" HWR3/4" HWS
3/4" HWS/R
1
1
1
1
1
1
1
1
1
1
3/4" HWS3/4" HWR
1
3/4"HWS/R DN
3/4" HWS/RDN
3/4" HWS/RDN
N
KEY PLAN
THIS BAR IS 1" LONG. IF IT MEASURESANYTHIING OTHER THAN 1" ADJUSTSCALE ACCORDINGLY.
N8 W22195 JOHNSON DRIVE, STE 180 262.549.1190
WAUKESHA, WI 53186 fx 262.549.1620www.IBCENGINEERING.COM
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
20 21
Milw
auke
e Coun
ty D
ept.
of Adm
inistrat
ive
Serv
ices
FACIL
ITIE
S M
AN
AGEM
ENT
DIV
ISIO
NArc
hite
ctur
al, E
ngin
eering
& E
nvironm
enta
l Se
rvic
esD
OW
NT
OW
N O
FF
ICE
: 63
3 W
. WIS
CO
NS
IN A
VE
, SU
ITE
100
0; M
ILW
AU
KE
E, W
I 532
03
AIR
PO
RT
EN
GIN
EE
RIN
G O
FF
ICE
: 53
00 S
. HO
WE
LL A
VE
; M
ILW
AU
KE
E, W
I 532
07
GE
NE
RA
L M
ITC
HE
LL
INT
ER
NA
TIO
NA
L A
IRP
OR
T (
MK
E)
5300
S. H
OW
EL
L A
VE
., M
ILW
AU
KE
E, W
I 53
207
AIR
PO
RT
RE
SC
UE
AN
D F
IRE
FIG
HT
ING
AD
DIT
ION
& R
EN
OV
AT
ION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:
#380
#290
A205-16010
IBC PROJECT NO: 2016077
M311
MECHANICAL PIPING
FIRST FLOOR PLAN
06/30/17
ARFF ADDITION
& RENOVATION
SCALE: 1/8" = 1'-0"1PIPING FIRST FLOOR PLAN
KEY PLAN
KEY NOTESM10 CONNECT HOT WATER SUPPLY AND RETURN TO TERMINAL
UNITS. REFER TO SCHEDULES AND DETAILS.
REVISION: DATE
ADDENDUM 1 07/14/17
1
B
G
E
6x6 EA
VAV9
VAV12
RESTROOM
103
JANITOR
132
SHOWER
ROOM
134
SHOWER
ROOM
135
SHOWER
ROOM
138
SHOWER
ROOM
137
LOCKER
AREA
139
LAUNDRY
136
CORRIDOR
129
LOBBY
101
CORRIDOR
133
0.1 0.4 0.8
2.7
B.5
C.5
F.1
4"Ø EA DRYERVENT
18x1
8 S
A
20x12 EA
10x1
0 S
A
20x1
2 E
A16
x12
EA
14x1
2 E
A10
x10
EA
12"Ø
SA
16"Ø
SA
12x12G-2
75
12x24F-1
75
6x6G-1
105
6x6D-1
65
6x6G-1
100
6x6D-1
656x6
G-1105
6x6G-1
105
6x6D-1
55
12"ØC-1
380
22x10G-2
150
10x10D-1
50
6x6G-1
105
6x6D-1
55
UCUC
UCUC
18x10D-2
1120
22x10G-2
150
10x6 EA 10x6 EA
22x10G-2
15022x10
G-2150
5"Ø SA
6x6 EA
10x4 EA
6x6 SA
6x6 SA
12x10 SA
10x1
0 S
A10
"Ø S
A
14"Ø SA
10x6 EA10x6 EA
M13
M13
M13
M14
M11
RP1
6x6 EA
6x6 SA
6x6 SA
6x6 EA
FD
44x36 RASLEEVE
24x24F2
2150
M11
M11
UC
6"ØB-2
100
6"Ø EA
12x18 SA6x18 SA
1
1
1
6 7
G
E
H
F
D
6"Ø EA DN
X-EUH
X-AIR COMPRESSORX-EUHX-AIRDRIER
B1
B2
X-24x24 OAINTAKE LOUVER
2" HWS ABOVE2" HWR
BT1
CAI AND FLUETHROUGH
WALL
2
M401
6
E
G
J
G.9
MECHANICAL
ROOM
152
SECURED
STORAGE
151
X-CONTROLS
6
E
G
J
G.9
F.1
J
G.9
ET1
4
M401
BP2
BP1
X-BACKDRAFTDAMPER
HWP1
HWP2
1
2" HWR
2" HWS
N
KEY PLAN
THIS BAR IS 1" LONG. IF IT MEASURESANYTHIING OTHER THAN 1" ADJUSTSCALE ACCORDINGLY.
N8 W22195 JOHNSON DRIVE, STE 180 262.549.1190
WAUKESHA, WI 53186 fx 262.549.1620www.IBCENGINEERING.COM
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
20 21
Milw
auke
e Coun
ty D
ept.
of Adm
inistrat
ive
Serv
ices
FACIL
ITIE
S M
AN
AGEM
ENT
DIV
ISIO
NArc
hite
ctur
al, E
ngin
eering
& E
nvironm
enta
l Se
rvic
esD
OW
NT
OW
N O
FF
ICE
: 63
3 W
. WIS
CO
NS
IN A
VE
, SU
ITE
100
0; M
ILW
AU
KE
E, W
I 532
03
AIR
PO
RT
EN
GIN
EE
RIN
G O
FF
ICE
: 53
00 S
. HO
WE
LL A
VE
; M
ILW
AU
KE
E, W
I 532
07
GE
NE
RA
L M
ITC
HE
LL
INT
ER
NA
TIO
NA
L A
IRP
OR
T (
MK
E)
5300
S. H
OW
EL
L A
VE
., M
ILW
AU
KE
E, W
I 53
207
AIR
PO
RT
RE
SC
UE
AN
D F
IRE
FIG
HT
ING
AD
DIT
ION
& R
EN
OV
AT
ION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:
#380
#290
A205-16010
IBC PROJECT NO: 2016077
M400
MECHANICAL
ENLARGED PLANS
06/30/17
ARFF ADDITION
& RENOVATION
SCALE: 1/4" = 1'-0"1MECHANICAL ENLARGED LOCKER ROOM AREA PLAN
SCALE: 1/4" = 1'-0"2MECHANICAL ENLARGED MEZZANINE PLAN
KEY NOTESM11 INSTALL ACOUSTICAL LINERS ON ALL RETURN DUCTWORK.
M13 CONTRACTOR SHALL FIELD VERIFY LOCATION OF DUCTWORKAND COORDINATE DUCTWORK WITH OTHER DISCIPLINES.
M14 PROVIDE STATIC PRESSURE SENSOR.
REVISION: DATE
ADDENDUM 1 07/14/17
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
REVISION: DATE
20 21
Milw
au
ke
e C
ou
nty D
ep
t. o
f A
dm
in
istra
tive
S
ervice
s
FA
CIL
IT
IE
S M
AN
AG
EM
EN
T D
IV
IS
IO
N
Arch
ite
ctu
ra
l, E
ng
in
ee
rin
g &
E
nviro
nm
en
ta
l S
ervice
s
DOW
NTOW
N OF
FICE
: 633
W. W
ISCO
NSIN
AVE
, SUI
TE 10
00; M
ILWAU
KEE,
WI 5
3203
AIRP
ORT
ENGI
NEER
ING
OFFI
CE: 5
300 S
. HOW
ELL A
VE; M
ILWAU
KEE,
WI 5
3207
GENE
RAL
MITC
HELL
INTE
RNAT
IONA
L AI
RPOR
T (M
KE)
5300
S. H
OWEL
L AV
E., M
ILW
AUKE
E, W
I 532
07AI
RPOR
T RE
SCUE
AND
FIR
E FI
GHTI
NG A
DDIT
ION
& RE
NOVA
TION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:#380
#290
A205-16010
06/30/17
ARFF ADDITION
& RENOVATION
M501MECHANICAL
DETAILS
THIS BAR IS 1" LONG. IF IT MEASURESANYTHIING OTHER THAN 1" ADJUSTSCALE ACCORDINGLY.
N8 W22195 JOHNSON DRIVE, STE 180 262.549.1190WAUKESHA, WI 53186 fx 262.549.1620
www.IBCENGINEERING.COM
IBC PROJECT NO: 2016077
2 TRANSFER BOOTN.T.S.
MAX VELOCITY THROUGH NECK =300FPM
GRILLE NECK SIZEXxY
1" ACOUSTICALLINER
XY
Y
X
1 KITCHEN HOOD EXHAUST DETAILN.T.S.
MINIMUM 40"DISCHARGE
HEIGHT
12" MIN.
GREASE TRAP
EXTEND DUCT UP TOFAN
KITCHEN HOODEXHAUST DUCT (SEE
PLANS FOR SIZES
KITCHEN HOODDUCT INSULATION
KITCHEN HOOD WITH FIRESUPPRESION (BY FOOD
SERVICE CONTRACTOR)
KITCHEN HOOD DUCTINSULATION
ROOF
ROOF CURB FLASHING BYGENERAL CONTRACTOR
ROOF CURB
LIQUID TIGHT FLEXIBLECONDUIT BY ELECTRICALCONTRACTOR
VENTED CURB EXTENSION
KITCHEN EXHAUST FAN (INTERLOCK WITH HOODSWITCH AND HOOD FIRE SUPPRESSION SYSTEM.) FANTO RUN CONTINUOUSLY WHEN FIRE SUPPRESSIONSYSTEM IS ACTIVATED. (MANUAL RESET)
SHUT-OFF VALVE(TYPICAL)
BALANCING VALVE
3/4" HWR
3/4" HWS
STRAINER
CONTROL VALVE
UNION (TYPICAL)
3 RADIANT PANEL DETAILN.T.S.
ADDENDUM 1 07/14/17
1
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
REVISION: DATE
20 21
Milw
au
ke
e C
ou
nty D
ep
t. o
f A
dm
in
istra
tive
S
ervice
s
FA
CIL
IT
IE
S M
AN
AG
EM
EN
T D
IV
IS
IO
N
Arch
ite
ctu
ra
l, E
ng
in
ee
rin
g &
E
nviro
nm
en
ta
l S
ervice
s
DOW
NTOW
N OF
FICE
: 633
W. W
ISCO
NSIN
AVE
, SUI
TE 10
00; M
ILWAU
KEE,
WI 5
3203
AIRP
ORT
ENGI
NEER
ING
OFFI
CE: 5
300 S
. HOW
ELL A
VE; M
ILWAU
KEE,
WI 5
3207
GENE
RAL
MITC
HELL
INTE
RNAT
IONA
L AI
RPOR
T (M
KE)
5300
S. H
OWEL
L AV
E., M
ILW
AUKE
E, W
I 532
07AI
RPOR
T RE
SCUE
AND
FIR
E FI
GHTI
NG A
DDIT
ION
& RE
NOVA
TION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:#380
#290
A205-16010
06/30/17
ARFF ADDITION
& RENOVATION
M600MECHANICAL
SCHEDULES
THIS BAR IS 1" LONG. IF IT MEASURESANYTHIING OTHER THAN 1" ADJUSTSCALE ACCORDINGLY.
N8 W22195 JOHNSON DRIVE, STE 180 262.549.1190WAUKESHA, WI 53186 fx 262.549.1620
www.IBCENGINEERING.COM
IBC PROJECT NO: 2016077
1
1
1
ADDENDUM 1 07/14/17
1
1
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
REVISION: DATE
20 21
Milw
au
ke
e C
ou
nty D
ep
t. o
f A
dm
in
istra
tive
S
ervice
s
FA
CIL
IT
IE
S M
AN
AG
EM
EN
T D
IV
IS
IO
N
Arch
ite
ctu
ra
l, E
ng
in
ee
rin
g &
E
nviro
nm
en
ta
l S
ervice
s
DOW
NTOW
N OF
FICE
: 633
W. W
ISCO
NSIN
AVE
, SUI
TE 10
00; M
ILWAU
KEE,
WI 5
3203
AIRP
ORT
ENGI
NEER
ING
OFFI
CE: 5
300 S
. HOW
ELL A
VE; M
ILWAU
KEE,
WI 5
3207
GENE
RAL
MITC
HELL
INTE
RNAT
IONA
L AI
RPOR
T (M
KE)
5300
S. H
OWEL
L AV
E., M
ILW
AUKE
E, W
I 532
07AI
RPOR
T RE
SCUE
AND
FIR
E FI
GHTI
NG A
DDIT
ION
& RE
NOVA
TION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:#380
#290
A205-16010
06/30/17
ARFF ADDITION
& RENOVATION
M601MECHANICAL
SCHEDULES
THIS BAR IS 1" LONG. IF IT MEASURESANYTHIING OTHER THAN 1" ADJUSTSCALE ACCORDINGLY.
N8 W22195 JOHNSON DRIVE, STE 180 262.549.1190WAUKESHA, WI 53186 fx 262.549.1620
www.IBCENGINEERING.COM
IBC PROJECT NO: 2016077
1
1
ADDENDUM 1 07/14/17
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
ww
w.ca
ptive
aire
.co
m
MASTER DRAWING
WIS
CO
NS
IN
O
FF
IC
E
609 B
ridge S
treet, G
rafton, W
I, 53024 P
HO
NE
: (262) 241-9210 F
AX
: (919) 227-5945 E
MA
IL: reg78@
captiveaire.com
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
REVISION: DATE
20 21
Milw
au
ke
e C
ou
nty D
ep
t. o
f A
dm
in
istra
tive
S
ervice
s
FA
CIL
IT
IE
S M
AN
AG
EM
EN
T D
IV
IS
IO
N
Arch
ite
ctu
ra
l, E
ng
in
ee
rin
g &
E
nviro
nm
en
ta
l S
ervice
s
DOW
NTOW
N OF
FICE
: 633
W. W
ISCO
NSIN
AVE
, SUI
TE 10
00; M
ILWAU
KEE,
WI 5
3203
AIRP
ORT
ENGI
NEER
ING
OFFI
CE: 5
300 S
. HOW
ELL A
VE; M
ILWAU
KEE,
WI 5
3207
GENE
RAL
MITC
HELL
INTE
RNAT
IONA
L AI
RPOR
T (M
KE)
5300
S. H
OWEL
L AV
E., M
ILW
AUKE
E, W
I 532
07AI
RPOR
T RE
SCUE
AND
FIR
E FI
GHTI
NG A
DDIT
ION
& RE
NOVA
TION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:#380
#290
A205-16010
06/30/17
ARFF ADDITION
& RENOVATION
M700
THIS BAR IS 1" LONG. IF IT MEASURESANYTHIING OTHER THAN 1" ADJUSTSCALE ACCORDINGLY.
N8 W22195 JOHNSON DRIVE, STE 180 262.549.1190WAUKESHA, WI 53186 fx 262.549.1620
www.IBCENGINEERING.COM
IBC PROJECT NO: 2016077
CAPTIVEAIRE
DRAWING
1
ADDENDUM 1 07/14/17
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
ww
w.ca
ptive
aire
.co
m
MASTER DRAWING
WIS
CO
NS
IN
O
FF
IC
E
609 B
ridge S
treet, G
rafton, W
I, 53024 P
HO
NE
: (262) 241-9210 F
AX
: (919) 227-5945 E
MA
IL: reg78@
captiveaire.com
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
REVISION: DATE
20 21
Milw
au
ke
e C
ou
nty D
ep
t. o
f A
dm
in
istra
tive
S
ervice
s
FA
CIL
IT
IE
S M
AN
AG
EM
EN
T D
IV
IS
IO
N
Arch
ite
ctu
ra
l, E
ng
in
ee
rin
g &
E
nviro
nm
en
ta
l S
ervice
s
DOW
NTOW
N OF
FICE
: 633
W. W
ISCO
NSIN
AVE
, SUI
TE 10
00; M
ILWAU
KEE,
WI 5
3203
AIRP
ORT
ENGI
NEER
ING
OFFI
CE: 5
300 S
. HOW
ELL A
VE; M
ILWAU
KEE,
WI 5
3207
GENE
RAL
MITC
HELL
INTE
RNAT
IONA
L AI
RPOR
T (M
KE)
5300
S. H
OWEL
L AV
E., M
ILW
AUKE
E, W
I 532
07AI
RPOR
T RE
SCUE
AND
FIR
E FI
GHTI
NG A
DDIT
ION
& RE
NOVA
TION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:#380
#290
A205-16010
06/30/17
ARFF ADDITION
& RENOVATION
M701
THIS BAR IS 1" LONG. IF IT MEASURESANYTHIING OTHER THAN 1" ADJUSTSCALE ACCORDINGLY.
N8 W22195 JOHNSON DRIVE, STE 180 262.549.1190WAUKESHA, WI 53186 fx 262.549.1620
www.IBCENGINEERING.COM
IBC PROJECT NO: 2016077
CAPTIVEAIRE
DRAWING
1
ADDENDUM 1 07/14/17
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
ww
w.ca
ptive
aire
.com
MASTER DRAWING
WIS
CO
NS
IN
O
FF
IC
E
609 B
ridge S
treet, G
rafton, W
I, 53024 P
HO
NE
: (262) 241-9210 F
AX
: (919) 227-5945 E
MA
IL: reg78@
captiveaire.com
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
REVISION: DATE
20 21
Milw
au
ke
e C
ou
nty D
ep
t. o
f A
dm
in
istra
tive
S
ervice
s
FA
CIL
IT
IE
S M
AN
AG
EM
EN
T D
IV
IS
IO
N
Arch
ite
ctu
ra
l, E
ng
in
ee
rin
g &
E
nviro
nm
en
ta
l S
ervice
s
DOW
NTOW
N OF
FICE
: 633
W. W
ISCO
NSIN
AVE
, SUI
TE 10
00; M
ILWAU
KEE,
WI 5
3203
AIRP
ORT
ENGI
NEER
ING
OFFI
CE: 5
300 S
. HOW
ELL A
VE; M
ILWAU
KEE,
WI 5
3207
GENE
RAL
MITC
HELL
INTE
RNAT
IONA
L AI
RPOR
T (M
KE)
5300
S. H
OWEL
L AV
E., M
ILW
AUKE
E, W
I 532
07AI
RPOR
T RE
SCUE
AND
FIR
E FI
GHTI
NG A
DDIT
ION
& RE
NOVA
TION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:#380
#290
A205-16010
06/30/17
ARFF ADDITION
& RENOVATION
M702
THIS BAR IS 1" LONG. IF IT MEASURESANYTHIING OTHER THAN 1" ADJUSTSCALE ACCORDINGLY.
N8 W22195 JOHNSON DRIVE, STE 180 262.549.1190WAUKESHA, WI 53186 fx 262.549.1620
www.IBCENGINEERING.COM
IBC PROJECT NO: 2016077
CAPTIVEAIRE
DRAWING
1
ADDENDUM 1 07/14/17
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
ww
w.captiveaire.com
MASTER DRAWING
WIS
CO
NS
IN
O
FF
IC
E
609 B
ridge S
treet, G
rafton, W
I, 53024 P
HO
NE
: (262) 241-9210 F
AX
: (919) 227-5945 E
MA
IL: reg78@
captiveaire.com
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
REVISION: DATE
20 21
Milw
au
ke
e C
ou
nty D
ep
t. o
f A
dm
in
istra
tive
S
ervice
s
FA
CIL
IT
IE
S M
AN
AG
EM
EN
T D
IV
IS
IO
N
Arch
ite
ctu
ra
l, E
ng
in
ee
rin
g &
E
nviro
nm
en
ta
l S
ervice
s
DOW
NTOW
N OF
FICE
: 633
W. W
ISCO
NSIN
AVE
, SUI
TE 10
00; M
ILWAU
KEE,
WI 5
3203
AIRP
ORT
ENGI
NEER
ING
OFFI
CE: 5
300 S
. HOW
ELL A
VE; M
ILWAU
KEE,
WI 5
3207
GENE
RAL
MITC
HELL
INTE
RNAT
IONA
L AI
RPOR
T (M
KE)
5300
S. H
OWEL
L AV
E., M
ILW
AUKE
E, W
I 532
07AI
RPOR
T RE
SCUE
AND
FIR
E FI
GHTI
NG A
DDIT
ION
& RE
NOVA
TION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:#380
#290
A205-16010
06/30/17
ARFF ADDITION
& RENOVATION
M703
THIS BAR IS 1" LONG. IF IT MEASURESANYTHIING OTHER THAN 1" ADJUSTSCALE ACCORDINGLY.
N8 W22195 JOHNSON DRIVE, STE 180 262.549.1190WAUKESHA, WI 53186 fx 262.549.1620
www.IBCENGINEERING.COM
IBC PROJECT NO: 2016077
CAPTIVEAIRE
DRAWING
1
ADDENDUM 1 07/14/17
ɸ
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
ww
w.ca
ptive
aire
.com
MASTER DRAWING
WIS
CO
NS
IN
O
FF
IC
E
609 B
ridge S
treet, G
rafton, W
I, 53024 P
HO
NE
: (262) 241-9210 F
AX
: (919) 227-5945 E
MA
IL: reg78@
captiveaire.com
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
REVISION: DATE
20 21
Milw
au
ke
e C
ou
nty D
ep
t. o
f A
dm
in
istra
tive
S
ervice
s
FA
CIL
IT
IE
S M
AN
AG
EM
EN
T D
IV
IS
IO
N
Arch
ite
ctu
ra
l, E
ng
in
ee
rin
g &
E
nviro
nm
en
ta
l S
ervice
s
DOW
NTOW
N OF
FICE
: 633
W. W
ISCO
NSIN
AVE
, SUI
TE 10
00; M
ILWAU
KEE,
WI 5
3203
AIRP
ORT
ENGI
NEER
ING
OFFI
CE: 5
300 S
. HOW
ELL A
VE; M
ILWAU
KEE,
WI 5
3207
GENE
RAL
MITC
HELL
INTE
RNAT
IONA
L AI
RPOR
T (M
KE)
5300
S. H
OWEL
L AV
E., M
ILW
AUKE
E, W
I 532
07AI
RPOR
T RE
SCUE
AND
FIR
E FI
GHTI
NG A
DDIT
ION
& RE
NOVA
TION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:#380
#290
A205-16010
06/30/17
ARFF ADDITION
& RENOVATION
M704CAPTIVEAIRE
DRAWING
THIS BAR IS 1" LONG. IF IT MEASURESANYTHIING OTHER THAN 1" ADJUSTSCALE ACCORDINGLY.
N8 W22195 JOHNSON DRIVE, STE 180 262.549.1190WAUKESHA, WI 53186 fx 262.549.1620
www.IBCENGINEERING.COM
IBC PROJECT NO: 2016077
1
ADDENDUM 1 07/14/17
CUSTOMER APPROVAL TO MANUFACTURE:
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
ww
w.ca
ptive
aire
.com
MASTER DRAWING
WIS
CO
NS
IN
O
FF
IC
E
609 B
ridge S
treet, G
rafton, W
I, 53024 P
HO
NE
: (262) 241-9210 F
AX
: (919) 227-5945 E
MA
IL: reg78@
captiveaire.com
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
REVISION: DATE
20 21
Milw
au
ke
e C
ou
nty D
ep
t. o
f A
dm
in
istra
tive
S
ervice
s
FA
CIL
IT
IE
S M
AN
AG
EM
EN
T D
IV
IS
IO
N
Arch
ite
ctu
ra
l, E
ng
in
ee
rin
g &
E
nviro
nm
en
ta
l S
ervice
s
DOW
NTOW
N OF
FICE
: 633
W. W
ISCO
NSIN
AVE
, SUI
TE 10
00; M
ILWAU
KEE,
WI 5
3203
AIRP
ORT
ENGI
NEER
ING
OFFI
CE: 5
300 S
. HOW
ELL A
VE; M
ILWAU
KEE,
WI 5
3207
GENE
RAL
MITC
HELL
INTE
RNAT
IONA
L AI
RPOR
T (M
KE)
5300
S. H
OWEL
L AV
E., M
ILW
AUKE
E, W
I 532
07AI
RPOR
T RE
SCUE
AND
FIR
E FI
GHTI
NG A
DDIT
ION
& RE
NOVA
TION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:#380
#290
A205-16010
06/30/17
ARFF ADDITION
& RENOVATION
M705CAPTIVEAIRE
DRAWING
THIS BAR IS 1" LONG. IF IT MEASURESANYTHIING OTHER THAN 1" ADJUSTSCALE ACCORDINGLY.
N8 W22195 JOHNSON DRIVE, STE 180 262.549.1190WAUKESHA, WI 53186 fx 262.549.1620
www.IBCENGINEERING.COM
IBC PROJECT NO: 2016077
1
ADDENDUM 1 07/14/17
1
K
B
2 3 4 5 6
7
G
E
A
C
H
F
D
WORK
AREA
141
APPARATUS
BAY
145
STORAGE
143
EM. GEN.
144VESTIBULE
117
CHIEF'S
OFFICE
113
ASST. FIRE
CHIEF
112
ASST. FIRE
CHIEF
111
ASST. FIRE
CHIEF
110
ASST. FIRE
CHIEF
109
ASST. FIRE
CHIEF
108
AV
STORAGE
107
DEPT.
FILES
106
ENTRY
VESTIBULE
100
RESTROOM
103
TRAINING
ROOM
114
ADMIN.
ASST.
105
WATCH
AREA
116
LIEUTENANT
OFFICE/DORM
122
DORM
ROOM
124
DORM
ROOM
126
ASST.
CHIEF
DORM
128
ELEC
CLOSET
131
DORM
ROOM
121
DORM
ROOM
123
DORM
ROOM
125
DORM
ROOM
127
DAY ROOM
118
KITCHEN/
DINING
119
JANITOR
132
SHOWER
ROOM
134
SHOWER
ROOM
135
SHOWER
ROOM
138
SHOWER
ROOM
137
LOCKER
AREA
139
FITNESS
130
DIRTY
RESTROOM
140
LAUNDRY
136
HOSE DRY
TOWER
142
CORRIDOR
104
CORRIDOR
120
CORRIDOR
129CORRIDOR
115
STORAGE
102
LOBBY
101
CORRIDOR
133
X
X-2
UPS PNL
UPS
600ATRANSOCKET
(ETR)
MDP
C
T/1
WP/GFI
WP/GFI
GFIGFI 66"
GFIGFI
GFIGFI
GFI
GFI
GFIGFI44" 44" 44"
GFI
WP/GFI
WP/GFI
WP/GFI
GFI
GFI GFI
GFI
GFIGFI
GFI GFI
GFI GFI
GFI
GFI
GFI
44"
44"
A
66" 66" 66" 66"
GFI
44"
44"
66"66"
66" 66" 66" 66"
66" 66" 66" 66"
66"
GFI
GFI
ETR
ETR
ETR
ETR
ETR ETR
ETR
ETR ETR
ETR
ETR
ETR
ETR
ETRETR
ETR
ETR
ETRETR
ETR
ETR
ETR
WP/GFI
ETR
ETR
ETR
8
13
66"
66"
NEW WATERSERVICE HERE
0.1 0.4 0.8 2.8 4.4 4.6 5.2
2.7
AA
AA.8
B.5
C.5
F.1
J
L
M
G.9
ETRETR
ETR
12
5
6
4
9
ETRGFI
EWC
14
7
E/A : 2E/A : 4
R
R
R
R
RR
E/A : 6E/A : 8
R
R
R
R
R
R
RR
R
E/A : 10
E/A : 12
E/A : 14E/A : 16
E/A : 18 E/A : 20
E/A : 22
R
R
R
R
R
R
R
E/A
E/A : 24
8
R
E/A : 7
E/A : 9
E/A : 11
RR
R
R
RR
R
RR
R
R
R
RR
RRRR
R
R
E/A : 13
E/A : 15
E/A : 17
E/A : 19E/A : 21E/A : 23
RR
R
RRRR
RRR
R
R
RE/A : 25
E/A : 27R
E/A : 29
R
R
A : 2
A : 4
A : 6A : 8
A : 7
A : 11
A : 10A : 12
A : 15
A : 14
A : 17
A : 16
A : 19
A : 18
A : 21
A : 20
A : 23
A : 22
A : 25
A : 24
A : 26
9
R
RR
R
R
44" 44"
66"66"66"
10
11
E24
A : 9
44"
44"
A : 13
E28
12
T/E/A
15
E35
GFI GFI
E36
E36
E36 E36 E36 E36
E36 E36 E36E36
E37
13
E30
14
E38
GFI1
1
15
N
KEY PLAN
THIS BAR IS 1" LONG. IF IT MEASURESANYTHIING OTHER THAN 1" ADJUSTSCALE ACCORDINGLY.
N8 W22195 JOHNSON DRIVE, STE 180 262.549.1190
WAUKESHA, WI 53186 fx 262.549.1620www.IBCENGINEERING.COM
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
20 21
Milw
auke
e Coun
ty D
ept.
of Adm
inistrat
ive
Serv
ices
FACIL
ITIE
S M
AN
AGEM
ENT
DIV
ISIO
NArc
hite
ctur
al, E
ngin
eering
& E
nvironm
enta
l Se
rvic
esD
OW
NT
OW
N O
FF
ICE
: 63
3 W
. WIS
CO
NS
IN A
VE
, SU
ITE
100
0; M
ILW
AU
KE
E, W
I 532
03
AIR
PO
RT
EN
GIN
EE
RIN
G O
FF
ICE
: 53
00 S
. HO
WE
LL A
VE
; M
ILW
AU
KE
E, W
I 532
07
GE
NE
RA
L M
ITC
HE
LL
INT
ER
NA
TIO
NA
L A
IRP
OR
T (
MK
E)
5300
S. H
OW
EL
L A
VE
., M
ILW
AU
KE
E, W
I 53
207
AIR
PO
RT
RE
SC
UE
AN
D F
IRE
FIG
HT
ING
AD
DIT
ION
& R
EN
OV
AT
ION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:
#380
#290
A205-16010
IBC PROJECT NO: 2016077
E301
ELECTRICAL FIRST
FLOOR POWER PLAN
06/30/17
ARFF ADDITION
& RENOVATION
SCALE: 1/8" = 1'-0"1ELECTRICAL FIRST FLOOR POWER PLAN
KEY NOTESE24 EXISTING OVERHEAD DOOR OPERATOR CONTROL PANELS AND
PUSH BUTTON CONTROL STATIONS TO BE TEMPORARILYRELOCATED TO APPARATUS ROOM WORK AREA DURINGCONSTRUCTION, THEN PERMANENTLY RELOCATED TO NEWWATCH AREA 116. INTERCEPT AND EXTEND ALL CONTROLWIRING AS REQUIRED.
E28 D21 EMERGENCY MANAGEMENT SYSTEM INTERFACE CONTROLPANEL.
E30 LOCATE 30 KVA TRANSFORMER T/E/A ON WALL ABOVE PANEL.
E35 PROVIDE A 4" X 4" TREATED WOOD MOUNTING POST AND 100ANEMA 3R DISCONNECT SWITCH FOR TERMINATION OF POWER ATTEMPORARY TRAILER.
E36 COORDINATE OUTLETS WITH FIN TUBBED RADIATORS.
E37 CONNECT ELECTRICAL SERVICE GROUND POINT TO WATERSERVICE GROUND POINT. TERMINATE ON APPROVED CLAMP.
E38 FLAGPOLE FLOODLIGHT. SEE CIVIL PLANS FOR LOCATION.
REVISION: DATE
ADDENDUM 1 07/14/17
1
K
B
2 3 4 5 6
7
G
E
A
C
H
F
D
(3) DATARACKS
EDP/480
M/A
EDP/208
T/EDP/208
TELEPHONEBACKBOARD
F/O COMM
CRASHPHONE
EQUIPMENT
B
ROOFDRAIN HEAT
TAPE &EXTERIORBULDING
LIGHTCONTACTORS
ETR
ETR ETR ETR
ETR
ETRETR
ETR
ETR
ETR
ETR ETR
ETR
ETR
ETR
ETRETR
ETR ETR
ETR
ETR
ETR
ETR
ETR
ETR
ETRETRETRETRETR
ETR
ETRETR
(3) DATARACKS
(3) DATARACKS
ETR
ETR
ETRETR
ETR ETR
ETR
ETR
ETR
ETR
WP/GFI
1
2
11
10
2
3
45
6
1
3
0.1 0.4 0.8 2.8 4.4 4.6 5.2
2.7
AA
AA.8
B.5
C.5
F.1
J
L
M
G.9
E7
7
WP/GFI
E7
A : 28
E32
1
1
1
N
KEY PLAN
THIS BAR IS 1" LONG. IF IT MEASURESANYTHIING OTHER THAN 1" ADJUSTSCALE ACCORDINGLY.
N8 W22195 JOHNSON DRIVE, STE 180 262.549.1190
WAUKESHA, WI 53186 fx 262.549.1620www.IBCENGINEERING.COM
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
20 21
Milw
auke
e Coun
ty D
ept.
of Adm
inistrat
ive
Serv
ices
FACIL
ITIE
S M
AN
AGEM
ENT
DIV
ISIO
NArc
hite
ctur
al, E
ngin
eering
& E
nvironm
enta
l Se
rvic
esD
OW
NT
OW
N O
FF
ICE
: 63
3 W
. WIS
CO
NS
IN A
VE
, SU
ITE
100
0; M
ILW
AU
KE
E, W
I 532
03
AIR
PO
RT
EN
GIN
EE
RIN
G O
FF
ICE
: 53
00 S
. HO
WE
LL A
VE
; M
ILW
AU
KE
E, W
I 532
07
GE
NE
RA
L M
ITC
HE
LL
INT
ER
NA
TIO
NA
L A
IRP
OR
T (
MK
E)
5300
S. H
OW
EL
L A
VE
., M
ILW
AU
KE
E, W
I 53
207
AIR
PO
RT
RE
SC
UE
AN
D F
IRE
FIG
HT
ING
AD
DIT
ION
& R
EN
OV
AT
ION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:
#380
#290
A205-16010
IBC PROJECT NO: 2016077
E302
ELECTRICAL ROOF &
MEZZANAINE POWER
& SYSTEMS PLAN
06/30/17
ARFF ADDITION
& RENOVATION
SCALE: 1/8" = 1'-0"1ELECTRICAL MEZZANINE AND ROOF PLAN
KEY NOTESE7 MOUNT RECEPTACLE TO OUTSIDE OF MECHANICAL EQUIPMENT
ENCLOSURE.
E32 RECONNECT HWRP-1 (MTR. #7) TO EXISTING CIRCUIT.
REVISION: DATE
ADDENDUM 1 07/14/17
THIS BAR IS 1" LONG. IF IT MEASURESANYTHIING OTHER THAN 1" ADJUSTSCALE ACCORDINGLY.
N8 W22195 JOHNSON DRIVE, STE 180 262.549.1190
WAUKESHA, WI 53186 fx 262.549.1620www.IBCENGINEERING.COM
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
20 21
Milw
auke
e Coun
ty D
ept.
of Adm
inistrat
ive
Serv
ices
FACIL
ITIE
S M
AN
AGEM
ENT
DIV
ISIO
NArc
hite
ctur
al, E
ngin
eering
& E
nvironm
enta
l Se
rvic
esD
OW
NT
OW
N O
FF
ICE
: 63
3 W
. WIS
CO
NS
IN A
VE
, SU
ITE
100
0; M
ILW
AU
KE
E, W
I 532
03
AIR
PO
RT
EN
GIN
EE
RIN
G O
FF
ICE
: 53
00 S
. HO
WE
LL A
VE
; M
ILW
AU
KE
E, W
I 532
07
GE
NE
RA
L M
ITC
HE
LL
INT
ER
NA
TIO
NA
L A
IRP
OR
T (
MK
E)
5300
S. H
OW
EL
L A
VE
., M
ILW
AU
KE
E, W
I 53
207
AIR
PO
RT
RE
SC
UE
AN
D F
IRE
FIG
HT
ING
AD
DIT
ION
& R
EN
OV
AT
ION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:
#380
#290
A205-16010
IBC PROJECT NO: 2016077
E601
ELECTRICAL
SCHEDULES
06/30/17
ARFF ADDITION
& RENOVATION
SCALE: N.T.S.1ELECTRICAL RISER DIAGRAM (NORMAL POWER)
ELECTRICAL MOTOR WIRING SCHEDULE
NO. DRIVING RM. NO. LOCATION HP FLA VOLTAGE PHFEED FROM BREAKER STARTER DISCONNECT
SEE NOTEPANEL CIRCUIT AMP POLES TYPE FURN INS WIRED LOC TYPE FURN INS WIRED LOC
1 RTU-1 ROOF 5 57 A 480 V 3 EDP/480 1,3,5 70 3 MAG MFR MFR MFR IU DISC MFR MFR MFR IU
2 ERV-1 ROOF 2 5.9 A 480 V 3 EDP/480 7,9,11 15 3 VFD MC EC EC FD
3 BP-1 152MEZZ. MECH.ROOM
1/4 5.8 A 120 V 1 EDP/208 1 20 1 MAG MC EC EC NU FD MC EC EC NU
4 BP-2 152MEZZ. MECH.ROOM
1/4 5.8 A 120 V 1 EDP/208 3 20 1 MAG MC EC EC NU FD MC EC EC NU
5 HWP-1 152MEZZ. MECH.ROOM
1 1/2 3 A 480 V 3 EDP/480 2,4,6 15 3 VFD MC EC EC NU FD MC EC EC NU
6 HWP-2 152MEZZ. MECH.ROOM
1 1/2 3 A 480 V 3 EDP/480 8,10,12 15 3 VFD MC EC EC NU FD MC EC EC NU
7 HWRP-1 152MEZZ. MECH.ROOM
FRAC 120 V 1 20 1 - - - - - TOGGLE EC EC EC NU
8 CUH-1 100 ENTRY VEST. FRAC 120 V 1 EDP/208 11 15 1 - - - - - TOGGLE EC EC EC NU
9 CUH-2 104 CORRIDOR FRAC 120 V 1 EDP/208 13 15 1 - - - - - TOGGLE EC EC EC NU
10 MAU-1 ROOF 3/4 2.5 A 208 V 3 A 31,33,35 15 3 MAG MC EC EC NU FD MC EC EC NU
11 KEF-1 ROOF 3/4 8.8 A 120 V 1 A 37 20 1 MAG MC EC EC NU FD MC EC EC NU
12 EF-1 142 DIRTY RESTROOM 1/8 120 V 1 C 1 15 1 - - - - - TOGGLE EC EC EC NU
13GARBAGEDISPOSAL
119 KITCHEN/DINING 1/2 10.2 A 120 V 1 A 29 20 1 - - - - - RECPT. EC EC EC NU
14 SCREEN 114 TRAINING ROOM FRAC 120 V 1 EDP/208 17 20 1 - - - - - TOGGLE EC EC EC NU
15 CP-1 114 TRAINING ROOM FRAC 120 V 1 EDP/208 9 15 1 - - - - - TOGGLE EC EC EC NU
ELECTRICAL SPECIAL PURPOSE OUTLET SCHEDULE
NO. LOAD DESCRIPTION LOCATION KW FLA VOLTAGE PHFEED FROM BREAKERS
SEE NOTEPANEL CKT AMP POLES
1 BOILER B-1 MEZZ. MECH. ROOM 152 8 120 V 1 EDP/208 1 20 1
2 BOLIER B-2 MEZZ. MECH. ROOM 152 8 120 V 1 EDP/208 3 20 1
3 VAV BOX CONTROL PANEL MEZZ. MECH. ROOM 152 120 V 1 EDP/208 5 20 1
4 VAV BOX CONTROL PANEL JANITOR 132 120 V 1 EDP/208 7 20 1
5 CAPTIVEAIRE CONTROL PANEL KITCHEN/DINING 119 120 V 1 A 39 15 1 1
6 DISHWASHER KITCHEN/DINING 119 1.2 120 V 1 A 27 20 1
7 CEILING PROJECTOR TRAINING RM. 114 120 V 1 EDP/208 15 20 1
8 COPIER ADMIN. ASST. 105 120 V 1 E/A 26 20 1
9 RELOCATED RADIO CABINET WORK AREA 141 120 V 1 X 36 20 1
10 RELOCATED BATTERY CHARGER WORK AREA 141 208 V 3 M/A 7,9,11 30 3
11 TEMPORARY TRAILER OUTSIDE 208 V 3 EDP/208 37,39,41 100 3
12 CEILING PROJECTOR DAY ROOM 118 120 V 1 A 30 20 1
13 CAPTIVEAIRE CONTROL PANEL KITCHEN/DINING 133 20.8 120 V 1 A 41 25 1
14 FLAGPOLE LIGHT OUTSIDE OUTSIDE 120 V 1 A 3 20 1
15 EUH-1 VESTIBULE 117 1.8 15 120 V 1 EDP/208 19 20 1
SCALE: N.T.S.2ELECTRICAL RISER DIAGRAM (EMERGENCY POWER)
EXIST ---- --------
SPECIAL PURPOSE OUTLET KEY NOTES:1. PROVIDE LAMPS FOR LIGHT FIXTURES IN HOOD.
120/208 V
-
-
-
-
REVISION: DATE
ADDENDUM 1 07/14/17
1
1
1
1
THIS BAR IS 1" LONG. IF IT MEASURESANYTHIING OTHER THAN 1" ADJUSTSCALE ACCORDINGLY.
N8 W22195 JOHNSON DRIVE, STE 180 262.549.1190
WAUKESHA, WI 53186 fx 262.549.1620www.IBCENGINEERING.COM
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
20 21
Milw
auke
e Coun
ty D
ept.
of Adm
inistrat
ive
Serv
ices
FACIL
ITIE
S M
AN
AGEM
ENT
DIV
ISIO
NArc
hite
ctur
al, E
ngin
eering
& E
nvironm
enta
l Se
rvic
esD
OW
NT
OW
N O
FF
ICE
: 63
3 W
. WIS
CO
NS
IN A
VE
, SU
ITE
100
0; M
ILW
AU
KE
E, W
I 532
03
AIR
PO
RT
EN
GIN
EE
RIN
G O
FF
ICE
: 53
00 S
. HO
WE
LL A
VE
; M
ILW
AU
KE
E, W
I 532
07
GE
NE
RA
L M
ITC
HE
LL
INT
ER
NA
TIO
NA
L A
IRP
OR
T (
MK
E)
5300
S. H
OW
EL
L A
VE
., M
ILW
AU
KE
E, W
I 53
207
AIR
PO
RT
RE
SC
UE
AN
D F
IRE
FIG
HT
ING
AD
DIT
ION
& R
EN
OV
AT
ION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:
#380
#290
A205-16010
IBC PROJECT NO: 2016077
E602
ELECTRICAL
SCHEDULES
06/30/17
ARFF ADDITION
& RENOVATION
Notes:
Total Load: 10755 VA 9580 VA 12120 VA
53 54
51 52
49 50
47 48
45 46
43 44
41 1 20 SPO #13 (CAPTIVEAIRE CONTROL PANEL) 2500 2500 / 0 -- SPARE 20 1 42
39 1 15 SPO #5 (CAPTIVEAIRE CONTORL PANEL) 500 500 / 0 -- SPARE 20 1 40
37 1 20 MTR. #11 (KEF-1) 1056 1056 / 0 -- SPARE 20 1 38
35 -- -- -- -- 300 / 0 -- SPARE 20 1 36
33 -- -- -- -- 300 / 0 -- SPARE 20 1 34
31 3 15 MTR. #10 (MAU-1) 900 300 / 0 -- SPARE 20 1 32
29 1 20 MTR. #13 (GARBAGE DISPOSAL) 1225 1225 / 1000 1000 CEILING PROJECTOR - DAY ROOM (SPO #12) 20 1 30
27 1 20 SPO #6 (DISHWAHER) 1200 1200 / 360 360 RECEPTACLES - ROOF 20 1 28
25 1 20 RECEPTACLES - RM. 119 360 360 / 1030 1030 RECEPTACLE - WASHING MACHINE & DRYER 20 1 26
23 1 20 RECEPTACLES - RM. 118 720 720 / 900 900 RECEPTACLES - RM. 104, 140, EXTR. 20 1 24
21 1 20 RECEPTACLES - RM. 118, 119, PATIO 900 900 / 1260 1260 RECEPTACLES - RM. 112, 113 20 1 22
19 1 20 RECEPTACLES - RM. 132, 134, 135 900 900 / 1260 1260 RECEPTACLES - RM. 104, 110, 111 20 1 20
17 1 20 RECEPTACLES - RM. 129, 136, 137, 138 1080 1080 / 540 540 RECEPTACLES - RM. 105 20 1 18
15 1 20 RECEPTACLES - RM. 129 (EWC) 500 500 / 1260 1260 RECEPTACLES - RM. 105, 108, 109 20 1 16
13 1 20 RECEPTACLES - RM. 139 1080 1080 / 1260 1260 RECPTS - RM. 100, 101, 103, 106, 107, EXTR. 20 1 14
11 1 20 RECEPTACLES - RM. 130, PATIO 900 900 / 1080 1080 RECEPTACLES - RM. 120, 126, 128 20 1 12
9 1 20 RECEPTACLES - RM. 130 720 720 / 1260 1260 RECEPTACLES - RM. 120, 122, 124 20 1 10
7 1 20 RECEPTACLES - RM. 130 900 900 / 1260 1260 RECEPTACLES - RM. 115, 121, 123 20 1 8
5 1 20 LIGHTING - RMS. 100-102,105-114, 131 615 615 / 1260 1260 RECEPTACLES - RM. 125, 127 20 1 6
3 1 20 LIGHTING - RMS. 103-4, 115-7, 120, 129, 134-8, 960 960 / 360 360 RECEPTACLES - RM. 119 20 1 4
1 1 20 LIGHTING - RMS. 118, 130, 139 804 809 / 540 540 RECEPTACLES - RM. 119 20 1 2
POLENO.
POLES AMP DESCRIPTION VA A B C VA DESCRIPTION AMP POLESPOLENO.
ENCLOSURE: Type 1 MCB RATING:
MOUNTING: SURFACE WIRES: 4 MAINS RATING: 225 A
SUPPLY FROM: MDP PHASES: 3 MAINS TYPE: MLO
LOCATION: ELEC. CLOSET 131 VOLTS: 120/208 Wye A.I.C. RATING: 10,000
Branch Panel: A
1. CIRCUITS IN BOLD TEXT ARE NEW CIRCUITS. PROVIDE NEW CIRCUIT BREAKERS.2. PANEL EDP/208 IS EXISTING.
Notes:
Total Load: 10060 VA 7890 VA 12100 VA
47 0 / 1500 -- -- -- -- 48
45 0 / 1500 -- -- -- -- 46
43 0 / 1500 4500 PANEL M/A 200 3 44
41 -- -- -- -- 5000 / 0 42
39 -- -- -- -- 5000 / 0 40
37 3 20 TEMPORARY TRAILER 15000 5000 / 0 38
35 -- -- SPACE -- 0 / 0 -- HOSE TOWER EXHAUST FAN 20 1 36
33 -- -- SPACE -- 0 / 0 -- RM'S 9 & 10 OUTLETS 20 1 34
31 -- -- SPACE -- 0 / 0 -- RM'S 9 & 10 LIGHTS 20 1 32
29 -- -- SPACE -- 0 / 0 -- RM. 6 LIGHTS 20 1 30
27 -- -- SPACE -- 0 / 0 -- RM. 6 OUTLETS 20 1 28
25 -- -- SPACE -- 0 / 0 -- RM'S 7 & 8 LIGHTS 20 1 26
23 -- -- SPACE -- 0 / 0 -- -- -- -- 24
21 -- -- SPACE -- 0 / 0 -- -- -- -- 22
19 1 20 EUH-1 1800 1800 / 0 -- ??? 60 3 20
17 1 20 SCREEN - TRAINING ROOM 300 300 / 0 -- E4 DROP CORD SPARE 20 1 18
15 1 20 CEILING PROJECTOR - TRAINING RM. 180 180 / 0 -- E4 DROP CORD SPARE 20 1 16
13 1 15 CUH-2 300 300 / 0 -- E3 DROP CORD 20 1 14
11 1 15 CUH-1 300 300 / 0 -- E2 DROP CORD 20 1 12
9 1 20 CP-1 250 250 / 0 -- W2 DROP CORD 20 1 10
7 1 20 VAV CONTROL PANEL 500 500 / 0 -- E1 DROP CORD 20 1 8
5 1 20 VAV CONTROL PANEL 500 500 / 4500 -- -- -- -- 6
3 1 20 BOILER B-2 AND BP-2 960 960 / 0 -- -- -- -- 4
1 1 20 BOILER B-1 AND BP-1 960 960 / 0 4500 PANEL X-X 100 3 2
POLENO.
POLES AMP DESCRIPTION VA A B C VA DESCRIPTION AMP POLESPOLENO.
ENCLOSURE: Type 1 MCB RATING: 400 A
MOUNTING: SURFACE WIRES: 4 MAINS RATING: 400 A
SUPPLY FROM: T/EDP/208 PHASES: 3 MAINS TYPE: MAIN LUG
LOCATION: MECHANICAL ROOM 152 VOLTS: 120/208 Wye A.I.C. RATING: 10,000
Branch Panel: EDP/208
1. CIRCUITS IN BOLD TEXT ARE NEW CIRCUITS. PROVIDE NEW CIRCUIT BREAKERS.2. PANEL EDP/480 IS EXISTING.
Notes:
Total Load: 37093 VA 33146 VA 38028 VA
29 -- -- -- -- 0 / 0 -- -- -- -- 30
27 -- -- -- -- 0 / 0 -- -- -- -- 28
25 3 225 MAIN -- 0 / 0 -- COMPRESSOR B 15 3 26
23 -- -- -- -- 12100 / 0 -- -- -- -- 24
21 -- -- -- -- 7890 / 0 -- -- -- -- 22
19 3 175 T/EDP/208 30050 10060 / 0 -- COMPRESSOR A 15 3 20
17 -- -- -- -- 6828 / 0 -- -- -- -- 18
15 -- -- -- -- 6156 / 0 -- -- -- -- 16
13 3 60 T/E/A 20915 7933 / 0 -- STREET LIGHTS 30 3 14
11 -- -- -- -- 1637 / 833 -- -- -- -- 12
9 -- -- -- -- 1637 / 833 -- -- -- -- 10
7 3 15 ERV-1 4910 1637 / 833 2500 HWP-2 15 3 8
5 -- -- -- -- 15797 / 833 -- -- -- -- 6
3 -- -- -- -- 15797 / 833 -- -- -- -- 4
1 3 70 RTU-1 47390 15797 / 833 2500 HWP-1 15 3 2
POLENO.
POLES AMP DESCRIPTION VA A B C VA DESCRIPTION AMP POLESPOLENO.
ENCLOSURE: Type 1 MCB RATING: 225 A
MOUNTING: SURFACE WIRES: 4 MAINS RATING: 225 A
SUPPLY FROM: PHASES: 3 MAINS TYPE: MAIN BREAKER
LOCATION: MECHANICAL ROOM 152 VOLTS: 480/277 Wye A.I.C. RATING: 18,000
Branch Panel: EDP/480
1. REUSE EXISTING 200/3 BREAKER TO SERVE NEW PANEL "A"2. PANEL MDP IS EXISTING.
Notes:
Total Load: 10750 VA 9580 VA 12120 VA
41 -- -- -- -- 0 / 0 42
39 -- -- -- -- 0 / 0 40
37 3 600 MAIN -- 0 / 0 38
35 36
33 34
31 0 / 0 -- -- -- -- 32
29 0 / 0 -- -- -- -- 30
27 0 / 0 -- COMPRESSOR 70 3 28
25 0 / 0 -- -- -- -- 26
23 0 / 0 -- -- -- -- 24
21 0 / 0 0 PANELS B, C 200 3 22
19 20
17 0 / 0 -- -- -- -- 18
15 0 / 0 -- -- -- -- 16
13 0 / 0 0 2ND FLOOR BACK UP DISCONNECT 200 3 14
11 -- -- -- -- 0 / 12120 -- -- -- -- 12
9 -- -- -- -- 0 / 9580 -- -- -- -- 10
7 3 400 SPARE -- 0 / 10750 32450 PANEL A 200 3 8
5 -- -- -- -- 0 / 0 -- -- -- -- 6
3 -- -- -- -- 0 / 0 -- -- -- -- 4
1 3 400 SPARE -- 0 / 0 -- SPARE 200 3 2
POLENO.
POLES AMP DESCRIPTION VA A B C VA DESCRIPTION AMP POLESPOLENO.
ENCLOSURE: Type 1 MCB RATING: 600 A
MOUNTING: SURFACE WIRES: 4 MAINS RATING: 600 A
SUPPLY FROM: PHASES: 3 MAINS TYPE: MAIN BREAKER
LOCATION: VOLTS: 120/208 Wye A.I.C. RATING: 25,000
Branch Panel: MDP
Notes:
Total Load: 7943 VA 6156 VA 6835 VA
41 42
39 40
37 38
35 1 20 SPARE -- 0 / 0 -- SPARE 20 1 36
33 1 20 SPARE -- 0 / 0 -- SPARE 20 1 34
31 1 20 SPARE -- 0 / 0 -- SPARE 20 1 32
29 1 20 RECEPTACLES - RM. 130, 133 540 540 / 0 -- SPARE 20 1 30
27 1 20 RECEPTACLES - RM. 119 180 180 / 0 -- SPARE 20 1 28
25 1 20 RECEPTACLES - RM. 118, 119 540 540 / 1200 1200 SPO #8 (COPIER) 20 1 26
23 1 20 RECEPTACLES - RM. 119 (VENDING MACHINE) 600 600 / 540 540 RECEPTACLES - RM. 105 20 1 24
21 1 20 RECEPTACLES - RM. 119 (VENDING MACHINE) 600 600 / 1080 1080 RECEPTACLES - RM. 114 20 1 22
19 1 20 RECEPTACLES - RM. 119 (VENDING MACHINE) 600 600 / 720 720 RECEPTACLES - RM. 114 20 1 20
17 1 20 RECEPTACLES - RM. 121, 123, 125,127 720 720 / 720 720 RECEPTACLES - RM. 114 20 1 18
15 1 20 RECEPTACLES - RM. 124, 126, 128 540 540 / 720 720 RECEPTACLES - RM. 114 20 1 16
13 1 20 RECEPTACLES - RM. 122 900 900 / 720 720 RECEPTACLES - RM. 114 20 1 14
11 1 20 RECEPTACLES - RM. 116 720 720 / 900 900 RECEPTACLES - RM. 108 20 1 12
9 1 20 RECEPTACLES - RM. 116 900 900 / 900 900 RECEPTACLES - RM. 109 20 1 10
7 1 20 RECEPTACLES - RM. 116 720 720 / 900 900 RECEPTACLES - RM. 110 20 1 8
5 1 20 LIGHTING NORHEAST 1187 1195 / 900 900 RECEPTACLES - RM. 111 20 1 6
3 1 20 LIGHTING DORM ROOMS 336 336 / 900 900 RECEPTACLES - RM. 112 20 1 4
1 1 20 LIGHTING SOUTHWEST 732 743 / 900 900 RECEPTACLES - RM. 113 20 1 2
POLENO.
POLES AMP DESCRIPTION VA A B C VA DESCRIPTION AMP POLESPOLENO.
ENCLOSURE: Type 1 MCB RATING: 225 A
MOUNTING: SURFACE WIRES: 4 MAINS RATING: 225 A
SUPPLY FROM: T/E/A PHASES: 3 MAINS TYPE:
LOCATION: ELEC. CLOSET 131 VOLTS: 120/208 Wye A.I.C. RATING: 10,000
Branch Panel: E/A
(EXISTING)
(EXISTING)
(EXISTING)
REGULATOR BUILDING
WE ENERGIES XFMR.
EM. GEN. 144
REVISION: DATE
ADDENDUM 1 07/14/17
100 A
1
1
1
K
B
2 3 4 5 6
7
G
E
A
C
H
F
D
WORK
AREA
141
STORAGE
143
EM. GEN.
144
VESTIBULE
117
CHIEF'S
OFFICE
113
ASST. FIRE
CHIEF
112
ASST. FIRE
CHIEF
111
ASST. FIRE
CHIEF
110
ASST. FIRE
CHIEF
109
ASST. FIRE
CHIEF
108
AV
STORAGE
107DEPT.
FILES
106
ENTRY
VESTIBULE
100
RESTROOM
103
TRAINING
ROOM
114
ADMIN.
ASST.
105
WATCH
AREA
116
LIEUTENANT
OFFICE/DORM
122
DORM
ROOM
124
DORM
ROOM
126
ASST.
CHIEF
DORM
128
ELEC
CLOSET
131
DORM
ROOM
121DORM
ROOM
123
DORM
ROOM
125
DORM
ROOM
127
DAY ROOM
118
KITCHEN/
DINING
119
JANITOR
132
SHOWER
ROOM
134
SHOWER
ROOM
135
SHOWER
ROOM
138
SHOWER
ROOM
137
LOCKER
AREA
139
FITNESS
130
LAUNDRY
136
HOSE DRY
TOWER
142
CORRIDOR
104
CORRIDOR
120
CORRIDOR
129
CORRIDOR
115
STORAGE
102
LOBBY
101
CORRIDOR
133
S1
L2
X-FD
X-2" V UP/DN
X-6" SD UP/DN
X-3" SS DN
X-3" SS UP TO FDX-CO
X-FCO
X-FCO
FCO
X-FCO
X-2" V UP
GAS METER
X-2" V UP/DN
PROVIDE 2-1/2"PRESSUREREDUCING VALVE EQUAL TOWATTS SERIES LFM-115-74. SETOUTLET PRESSURE TO 70 PSI.
2 1/
2" D
CW
1 1/2" NG2" DCW
3/4" DHWR1 1/4" DHW1" DHW
2" N
G
P12
P401
1
2"ISLAND VENT
0.1 0.4 0.8 2.8 4.4 4.6 5.2
2.7
AA
AA.8
B.5
C.5
F.1
J
L
M
G.9X-SINK
FD1
FCO
CO
6"SD & 6"SDOFUP TO RD-1
6"SD & 6"SDOF UP TO RD-1
3"SD & 3"SDOFUP TO RD-1
8" SD @ 1/16" PITCH8" SD @ 1/16" PITCH
2-1/2"NG UP
2" NG
1 1/
2" N
G
1" NG
1"NG UP TOMAU ON ROOF
1" N
G
1"NG DN WALL, THRUFLOOR TO BELOW GRADE
1"NG OUTLET FOR PATIO GRILLE. PROVIDESHUT-OFF VALVE AND PIPE CAP.
COORDINATE EXACT LOCATION WITH OWNER.
1 1/
2" N
G
1-1/2"NG DN TORANGE. FIELD
VERIFY EXACTLOCATION.
3/4" NG
EWC1
S2
S3
WC1
DSH1
CO8" SDOF @ 1/16" PITCH
8" S
DO
F @
1/1
6" P
ITC
H
8"SDOF DN WALL TO DSN-1.COORDINATE EXACT
LOCATION WITH ARCHITECT.
DSN1HB
1
3"SD @1/16" PITCH
CO
3"SDOF @1/16" PITCH
CO
2-1/2"DCW, FPW DN TO 6"COMBINED WATER SERVICE
3/4"DCW & DHWFROM BELOW
3/4"DCW & DHW DN TO S-2AND BELOW FLOOR TO S-1
1-1/2"VDN TO S-2
2"V DNFD1
2" V
3/4"DCW DNTO HB-1
3/4"DCW, 1-1/2"VDN TO EWC-1
HB1
3/4"
DC
W
3/4" DCW
3/4"DCWDN TO HB-1
2" DCW
3/4"
DC
W3/
4" D
CW
3/4" DHWR
3/4"DCW & DHW,1-1/2"V DN TO S-3
3/4"DCW &DHW, 1-1/2"VDN TO L-2
1-1/2"V DN2"V, 1-1/4"DCW DN TO WC-1
2"V,2"NG,2"DCW,3/4"DHWR,2"DHW UP
X-3/4"DCW & DHWDN TO X-SINK
2" D
CW
3/4"
DH
WR
1 1/
4" D
HW
MIXING VALVE MOUNTED AT CEILING
1-1/4"DCW & DHW
P24
P25
X-3/4"DCW DN TOX-EWC TO REMAIN
X-3/4" DCW
CONNECT NEW3/4"DCW TO EXISTING
FCO
1 1/
2" V
HB1
3/4"DCWDN TO HB-1
1"NG DN TO BELOW GRADE
FPW. SEE FIRE PROTECTIONPLANS FOR CONTINUATION.
P28
P28P28
P28
FCO
1
1
N
KEY PLAN
THIS BAR IS 1" LONG. IF IT MEASURESANYTHIING OTHER THAN 1" ADJUSTSCALE ACCORDINGLY.
N8 W22195 JOHNSON DRIVE, STE 180 262.549.1190
WAUKESHA, WI 53186 fx 262.549.1620www.IBCENGINEERING.COM
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
20 21
Milw
auke
e Coun
ty D
ept.
of Adm
inistrat
ive
Serv
ices
FACIL
ITIE
S M
AN
AGEM
ENT
DIV
ISIO
NArc
hite
ctur
al, E
ngin
eering
& E
nvironm
enta
l Se
rvic
esD
OW
NT
OW
N O
FF
ICE
: 63
3 W
. WIS
CO
NS
IN A
VE
, SU
ITE
100
0; M
ILW
AU
KE
E, W
I 532
03
AIR
PO
RT
EN
GIN
EE
RIN
G O
FF
ICE
: 53
00 S
. HO
WE
LL A
VE
; M
ILW
AU
KE
E, W
I 532
07
GE
NE
RA
L M
ITC
HE
LL
INT
ER
NA
TIO
NA
L A
IRP
OR
T (
MK
E)
5300
S. H
OW
EL
L A
VE
., M
ILW
AU
KE
E, W
I 53
207
AIR
PO
RT
RE
SC
UE
AN
D F
IRE
FIG
HT
ING
AD
DIT
ION
& R
EN
OV
AT
ION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:
#380
#290
A205-16010
IBC PROJECT NO: 2016077
P211
PLUMBING FIRST
FLOOR PLAN
06/30/17
ARFF ADDITION
& RENOVATION
SCALE: 1/8" = 1'-0"1PLUMBING FIRST FLOOR PLAN
KEY NOTESP12 CONNECT NEW 2-1/2"NG TO EXISTING GAS METER AS REQUIRED.
METER SHALL BE CAPABLE OF SUPPLYING 2,376 CFH AT ANINITIAL PRESSURE OF 1 PSI. REPLACE GAS METER IFNECESSARY. COORDINATE WITH LOCAL UTILITY COMPANY.
P24 CONNECT NEW 3/4"DCW & DHW TO EXISTING AS REQUIRED. FIELDVERIFY EXACT SIZE AND LOCATION.
P25 ROUTE NEW PIPING THRU EXISTING WALL OPENINGS ASREQUIRED TO ACCESS CORRIDOR CEILING. CORE DRILL NEWFLOOR OPENINGS AS REQUIRED TO PASS NEW PIPING INTOWORK AREA BELOW. FIELD VERIFY EXACT LOCATIONS.
P28 PROVIDE ACOUSTICAL INSULATION EQUAL TO KINETICS MODELKNM-100ALQ ON ALL SD & SDOF PIPING WITH THE EXCEPTION OFTHE TWO VERTICAL DROPS IN THE SHOWER ROOM AREA.
REVISION: DATE
ADDENDUM 1 07/14/17
1
K
B
2 3 4 5 6
7
G
E
A
C
H
F
D
X-2" V DN
X-6" SD DN
X-FD
X-2" V DN
X-6" SD UP TO RD
X-4"VTR
X-4"VTR
2"DCW DN
3/4"DHWR DN
2"DHW DN
X-3/4"DHW& DHWR
X-WATER HEATER
X-3/4"NG, NEW 2"DCW, NEW 2"DHW DNTO EXISTING WATER HEATER
X-2"NG
X-6"SD
2"NG DN TO (2) NEW BOILERS. CONNECT PERMANUFACTURER RECOMMENDATIONS.
P14
0.1 0.4 0.8 2.8 4.4 4.6 5.2
2.7
AA
AA.8
B.5
C.5
F.1
J
L
M
G.9
RD1
RD1
RD1
RD1
143 GPM125 GPM
156 GPM
4 GPM
X-2"V DN
X-2" NG
2-1/2"NG DN
2" N
G
2"NG DN
1-1/4"NG DNTHRU ROOF
MAU
MECHANICAL
ROOM
152
SECURED
STORAGE
151
STORAGE
148
STAIRWAY
147
RECORDS
& EQUIP.
STORAGE
149
DRY STOR.
150
APPARATUS
BAY
145
P13
P15
2"V DN2" V
HWRP1
PET1
P26
P25
4"VTR
P27
P29
P29
1
N
KEY PLAN
THIS BAR IS 1" LONG. IF IT MEASURESANYTHIING OTHER THAN 1" ADJUSTSCALE ACCORDINGLY.
N8 W22195 JOHNSON DRIVE, STE 180 262.549.1190
WAUKESHA, WI 53186 fx 262.549.1620www.IBCENGINEERING.COM
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
20 21
Milw
auke
e Coun
ty D
ept.
of Adm
inistrat
ive
Serv
ices
FACIL
ITIE
S M
AN
AGEM
ENT
DIV
ISIO
NArc
hite
ctur
al, E
ngin
eering
& E
nvironm
enta
l Se
rvic
esD
OW
NT
OW
N O
FF
ICE
: 63
3 W
. WIS
CO
NS
IN A
VE
, SU
ITE
100
0; M
ILW
AU
KE
E, W
I 532
03
AIR
PO
RT
EN
GIN
EE
RIN
G O
FF
ICE
: 53
00 S
. HO
WE
LL A
VE
; M
ILW
AU
KE
E, W
I 532
07
GE
NE
RA
L M
ITC
HE
LL
INT
ER
NA
TIO
NA
L A
IRP
OR
T (
MK
E)
5300
S. H
OW
EL
L A
VE
., M
ILW
AU
KE
E, W
I 53
207
AIR
PO
RT
RE
SC
UE
AN
D F
IRE
FIG
HT
ING
AD
DIT
ION
& R
EN
OV
AT
ION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:
#380
#290
A205-16010
IBC PROJECT NO: 2016077
P212
PLUMBING ROOF AND
MEZZANINE PLAN
06/30/17
ARFF ADDITION
& RENOVATION
SCALE: 1/8" = 1'-0"1PLUMBING ROOF AND MEZZANINE PLAN
KEY NOTESP13 CONNECT NEW NG TO EXISTING AS REQUIRED. FIELD VERIFY
EXACT SIZE AND LOCATION.
P14 CONNECT NEW DCW, DHW & DHWR TO EXISTING WATER HEATERAS REQUIRED. FIELD VERIFY EXACT SIZE AND LOCATION. OFFSETPIPING OFF OF WALL AS NECESSARY TO AVOID RUNNING OVEREXISTING ELECTRICAL EQUIPMENT. MAINTAIN ALL REQUIREDCLEARANCES FROM ELECTRICAL EQUIPMENT PER THE NEC.
P15 CONNECT NEW 3/4"DHW & DHWR TO EXISTING AS REQUIRED.FIELD VERIFY EXACT SIZE AND LOCATION.
P25 ROUTE NEW PIPING THRU EXISTING WALL OPENINGS ASREQUIRED TO ACCESS CORRIDOR CEILING. CORE DRILL NEWFLOOR OPENINGS AS REQUIRED TO PASS NEW PIPING INTOWORK AREA BELOW. FIELD VERIFY EXACT LOCATIONS.
P26 3/4"BOILER MAKE-UP WATER. PROVIDE 3/4"BACKFLOWPREVENTER EQUAL TO WATTS 9D. SEE MECHANICAL PLANS FORCONTINUATION.
P27 CONNECT NEW 2"V TO EXISTING AS REQUIRED. FIELD VERIFYEXACT SIZE AND LOCATION. MAINTAIN ALL REQUIREDCLEARANCES FROM ELECTRICAL EQUIPMENT PER THE NEC.
P29 PROVIDE NG STEP DOWN PRESSURE REGULATOR TO REDUCETHE GAS PRESSURE FROM 1 PSI DOWN TO 7"-11"WC. EXTENDVENT TO THE OUTSIDE AS REQUIRED. TYPICAL OF 3.
REVISION: DATE
ADDENDUM 1 07/14/17
G
E
RESTROOM
103
SHOWER
ROOM
134
JANITOR
132
SHOWER
ROOM
135
LAUNDRY
136CORRIDOR
133
SHOWER
ROOM
137
SHOWER
ROOM
138
L1
SH1
FD1
FD1
L1
SH1
FD1
WM1
L1
SH2
L1
L1
SH1
MB1
FD1
FD1
FD1
FD1
0.1 0.4 0.82.7
C.5
F.1
G.9
6"SDOF DN
3" S
D @
1/1
6" P
ITC
H
6"SD &6"SDOF UP
TO RD-1
8" SD @ 1/16" PITCH
8"SD DN.PROVIDE WCO
UNDER COUNTER.
3/4" NG3/4" NG
1"NG DN TODRYER. FIELD
VERIFY EXACTLOCATION.
WC1
WC1
WC1
WC1
WC1
CO
8" S
D @
1/1
6" P
ITC
H
CO8" SD @ 1/16" PITCH
WCO
6" SDOF @ 1/16" PITCH6"
SDOF
@ 1
/16"
PIT
CH
DSN1
2" V2" V
4"VTR
1-1/4"DCW, 2"VDN TO WC-1
1 1/
2" D
CW
3/4"DCW & DHW, 1-1/2"V DN TO L-1
3/4"DCW & DHW DN TO SH-1
3/4"
DH
W
1 1/
2" D
CW
3/4"
DH
W
1-1/4"DCW, 2"VDN TO WC-1
3/4"DCW & DHW, 1-1/2"V DN TO L-1
3/4"DCW & DHW DN TO SH-1
3/4"
DC
W
3/4"
DH
W
1 1/
2" V
3/4"DCW & DHW,1-1/2"V DN TO L-1
3/4"DCW & DHWDN TO SH-2
1-1/2"DCW,3"V DN TO(2) WC-1'S
3/4"DCW & DHW,1-1/2"V DN TO WM-1
1-1/4"DCW,2"V DN TO
WC-1
3/4"DCW &DHW, 1-1/2"V
DN TO L-1(TYPICAL OF 2)
3/4"DCW& DHW DN
TO SH-1
1 1/
2" D
CW
3/4"
DH
W
3/4"
DC
W
3/4"
DH
W
3/4"DCW & DHWDN TO MB-1
1" DHW 1" DHW
1 1/2" DCW 2" DCW
3/4" DHWR 3/4" DHWR
0.5 GPM CIRCUITSETTER
FCO
FCO
1-1/2"V DN
FCO
FCO
2" V
1-1/2"V DN
1-1/2"V DN
1-1/2"V DN
2" V
2" V
(2) 1-1/2"V DN
1 1/
2" V
2" V
1-1/2"V DN
2"V DN
2" V
3" V
3" V
P28
P28
P28
P28
FCO
1
THIS BAR IS 1" LONG. IF IT MEASURESANYTHIING OTHER THAN 1" ADJUSTSCALE ACCORDINGLY.
N8 W22195 JOHNSON DRIVE, STE 180 262.549.1190
WAUKESHA, WI 53186 fx 262.549.1620www.IBCENGINEERING.COM
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
20 21
Milw
auke
e Coun
ty D
ept.
of Adm
inistrat
ive
Serv
ices
FACIL
ITIE
S M
AN
AGEM
ENT
DIV
ISIO
NArc
hite
ctur
al, E
ngin
eering
& E
nvironm
enta
l Se
rvic
esD
OW
NT
OW
N O
FF
ICE
: 63
3 W
. WIS
CO
NS
IN A
VE
, SU
ITE
100
0; M
ILW
AU
KE
E, W
I 532
03
AIR
PO
RT
EN
GIN
EE
RIN
G O
FF
ICE
: 53
00 S
. HO
WE
LL A
VE
; M
ILW
AU
KE
E, W
I 532
07
GE
NE
RA
L M
ITC
HE
LL
INT
ER
NA
TIO
NA
L A
IRP
OR
T (
MK
E)
5300
S. H
OW
EL
L A
VE
., M
ILW
AU
KE
E, W
I 53
207
AIR
PO
RT
RE
SC
UE
AN
D F
IRE
FIG
HT
ING
AD
DIT
ION
& R
EN
OV
AT
ION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:
#380
#290
A205-16010
IBC PROJECT NO: 2016077
P401
PLUMBING ENLARGED
PLAN
06/30/17
ARFF ADDITION
& RENOVATION
SCALE: 1/4" = 1'-0"1PLUMBING ENLARGED PLAN
KEY NOTESP28 PROVIDE ACOUSTICAL INSULATION EQUAL TO KINETICS MODEL
KNM-100ALQ ON ALL SD & SDOF PIPING WITH THE EXCEPTION OFTHE TWO VERTICAL DROPS IN THE SHOWER ROOM AREA.
REVISION: DATE
ADDENDUM 1 07/14/17
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
REVISION: DATE
20 21
Milw
aukee C
ounty D
ept. of A
dm
inistrative S
ervices
FA
CILIT
IE
S M
AN
AG
EM
EN
T D
IV
IS
IO
N
Architectural, E
ngineering &
E
nvironm
ental S
ervices
DOW
NTOW
N OF
FICE
: 633
W. W
ISCO
NSIN
AVE
, SUI
TE 10
00; M
ILWAU
KEE,
WI 5
3203
AIRP
ORT
ENGI
NEER
ING
OFFI
CE: 5
300 S
. HOW
ELL A
VE; M
ILWAU
KEE,
WI 5
3207
GENE
RAL
MITC
HELL
INTE
RNAT
IONA
L AI
RPOR
T (M
KE)
5300
S. H
OWEL
L AV
E., M
ILW
AUKE
E, W
I 532
07AI
RPOR
T RE
SCUE
AND
FIR
E FI
GHTI
NG A
DDIT
ION
& RE
NOVA
TION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:#380
#290
A205-16010
06/30/17
ARFF ADDITION
& RENOVATION
P901DOMESTIC WATER
ISOMETRIC & RISER
THIS BAR IS 1" LONG. IF IT MEASURESANYTHIING OTHER THAN 1" ADJUSTSCALE ACCORDINGLY.
N8 W22195 JOHNSON DRIVE, STE 180 262.549.1190WAUKESHA, WI 53186 fx 262.549.1620
www.IBCENGINEERING.COM
IBC PROJECT NO: 2016077
DOMESTIC WATER ISOMETRICN.T.S.1
6"COMBINED WATER SERVICE.SEE CIVIL PLANS FOR CONTINUATION.
6"DCW
FPW
0.5 GPM CIRCUITSETTER
HWRP1
PET1
EXISTING WATER HEATER
X-3/4"DHW
X-3/4"DHWR(4 WSFU)
3/4"D
HWR
2"DCW &DHW
(40 GPM)
2"DHW (40 GPM)
3/4"DHWR
2"DCW (40 GPM)
2"DHW
3/4"DHWR
2"DCW
OFFSET WATER PIPING ASNECESSARY TO AVOID EXISTING
ELECTRICAL EQUIPMENT.MAINTAIN ALL REQUIRED
CLEARANCES PER THE NEC.
3/4"DCW
3/4"BOILER MAKE-UPWATER. SEE MECHANICALPLANS FOR CONTINUATION.
3/4"BACKFLOW PREVENTEREQUAL TO WATTS 9D.
WC1
1-1/4"DCW
2"DHW (40 GPM)
3/4"DHWR
2"DCW (40 GPM)
2"DCW
1-1/4"DHW
1-1/4"DCW
L2
DSH1
1-1/4"DTW
MIXING VALVE
3/4"DCW
3/4"DHW
3/4"DHW (2 WSFU)
3/4"DCW (2 WSFU)
X-3/4"DHW
X-3/4"DCW
X-SINK
1-1/2"DHW 3/4"DCW3/4"DHW3/4"DCW3/4"DHW
S3
2"DCW1-1/4"DHW
3/4"DHWR
3/4"DHW3/4"DCW
2"DH
W (4
0 GPM
)3/4
"DHW
R2"
DCW
(40 G
PM)
1-1/4"DHW (20.5 WSFU)
3/4"DHWR
2"DCW (60 WSFU)
2"DCW (50 GPM)
3/4"DHWR
1-1/4"DHW (20.5 WSFU)
2-1/2"DCW (85 GPM)
DCW
FPW. SEE FIRE PROTECTIONPLANS FOR CONTINUATION.
FPW
SHUT-OFF VALVE
DOUBLE CHECK DETECTOR ASSEMBLYEQUAL TO WATTS SERIES LF757DCDAOSY
WATER METERBYPASS
P
P
PRESSURE GAUGE WITH0-200 PSI DIAL FACE(TYPICAL OF 2)
2-1/2"PRESSURE REDUCINGVALVE EQUAL TO WATTS
SERIES LFM-115-74.
2-1/2"DCW
3/4"DCW
X-EWC
X-3/4"DCW
3/4"DHW (6 WSFU)
3/4"DCW (4 WSFU)
S2
3/4"DCW& DHW
3/4"DHW
3/4"DCWS1
3/4"DHW TODISHWASHER
3/4"DHWR
2"DCW (56 WSFU)
3/4"D
CW
HB1
3/4"DCW
3/4"DCW (4 WSFU)
3/4"DCW (5 WSFU)
EWC1
3/4"D
CW
3/4"DCW (4 WSFU)
3/4"D
CW
HB1
3/4"DHW (2 WSFU)
3/4"DCW (2 WSFU)MB
1
1-1/2"DCW (9 WSFU)
3/4"DHW (2.5 WSFU)
L1
WC1
SH1
1-1/4
"DCW3/4
"DHW
3/4"D
CW
3/4"D
CW3/4
"DHW
3/4"DHW (3 WSFU)
1-1/2"DCW (22.5 WSFU)L1
SH1
3/4"D
CW
3/4"D
HW
3/4"D
HW3/4
"DCW
L1
1-1/2"DCW
3/4"DHW
1-1/2"DCW
WC1
3/4"DCW& DHW
1-1/4"DCW
1-1/2"DCW (9 WSFU)
3/4"DHW (2.5 WSFU)
L1
WC1
SH1
1-1/4
"DCW
3/4"D
HW3/4
"DCW
3/4"D
CW3/4
"DHW
3/4"DHW (2.5 WSFU)
3/4"DCW (2.5 WSFU)WC
1
1-1/2"DCW
WC1
1-1/2"DCW
SH2
3/4"D
HW3/4
"DCW
L1
3/4"D
HW3/4
"DCW
3/4"DHW
3/4"DCW
WM1
2-1/2"DCW(85 GPM)
3/4"D
CW
HB1
2-1/2"DCW(85 GPM)
1"DCW (4.5 WSFU)
1-1/2"DCW (13.5 WSFU)
2"DCW (36 WSFU)
2"DCW (47 WSFU)
1"DHW (4.5 WSFU)
1"DHW (7 WSFU)
1"DHW (10 WSFU)
1"DHW (14.5 WSFU)
1"DHW (14.5 WSFU)
3/4"DHWR
(20 GPM)
(46 GPM)(23 GPM)
NATURAL GAS RISERN.T.S.2
225,000 BTUHWATER HEATER
2,376,000 BTUH
1,687,000 BTUHSPACE HEATING
TOTAL:
GAS SCHEDULE
439,000 BTUHKITCHEN
(2 PSI INCOMING SERVICE)
X-2"NG (2PSI)
2,376
MBH
(2½"
NG) (
1PSI
)
NEW METER (2,400 CFH)
1,312 MBH (2"NG)
300 MBHBOILERS
300 MBH
600 M
BH (2
"NG)
464 M
BH (2
"NG)
TO EXISTING WATERHEATER, AHU, IR ANDUNIT HEATERS
94 MBH
MAKEUP AIR UNIT (MUA-1)
50 MBH
OUTDOOR GRILLE
295 MBH
RANGE/OVEN
25 MBH
DRYER
AUTOMATIC GASSHUTOFF VALVE(CONNECT TO FIRESUPPRESSION SYSTEM)
25 MBH (3/4"NG)320 MBH (1 1/2"NG)
144 MBH (1½"NG)
25,000 BTUHDRYER
1
1 ADDENDUM 1 07/14/17
1
K
12
B
2 3 4 5 6
7 8 9 10 11
G
E
A
C
H
F
D
13
0.1 0.4 0.8 2.8 4.4 4.6 5.2
2.7
AA
AA.8
B.5
C.5
F.1
J
L
M
G.9
FPW DN TO FIREDEPARTMENT CONNECTION
FDC
FPW. SEE PLUMBING PLANSFOR CONTINUATION.
FPW MAIN TOSERVE ADDITION
FPW UP
FPW BRANCHTO SERVE
WORK AREA
WORK
AREA
141
APPARATUS
BAY
145
STORAGE
143
EM. GEN.
144
VESTIBULE
117
APPARATUS
BAY
146
CHIEF'S
OFFICE
113
ASST. FIRE
CHIEF
112
ASST. FIRE
CHIEF
111
ASST. FIRE
CHIEF
110
ASST. FIRE
CHIEF
109
ASST. FIRE
CHIEF
108
AV
STORAGE
107
DEPT.
FILES
106
ENTRY
VESTIBULE
100
RESTROOM
103
TRAINING
ROOM
114
ADMIN.
ASST.
105
WATCH
AREA
116
LIEUTENANT
OFFICE/DORM
122
DORM
ROOM
124
DORM
ROOM
126
ASST.
CHIEF
DORM
128
DORM
ROOM
121
DORM
ROOM
123
DORM
ROOM
125
DORM
ROOM
127
DAY ROOM
118
KITCHEN/
DINING
119
JANITOR
132
SHOWER
ROOM
134
SHOWER
ROOM
135
SHOWER
ROOM
138
SHOWER
ROOM
137
LOCKER
AREA
139
FITNESS
130
DIRTY
RESTROOM
140
LAUNDRY
136
CORRIDOR
104
CORRIDOR
120
CORRIDOR
129 CORRIDOR
115
LOBBY
101
CORRIDOR
133
STAIRWAY
147
SEE SECOND FLOOR FIREPROTECTION PLAN FOR
SPRINKLERS IN APPARATUS BAY'S
SPRINKLER HEAD(TYPICAL)
1
N
KEY PLAN
BALL VALVE
GATE VALVE
OS&Y VALVE
CHECK VALVE
PIPE BREAK
PRESSURE GAUGE
PIPE CAPPED END
PIPE ELBOW/TEE UP
PIPE ELBOW/TEE DOWN
UPRIGHT SPRINKLER HEAD
PENDANDT SPRINKLER HEAD
SEMI RECESSED SPRINKLER HEAD
CONCEALED SPRINKLER HEAD
SEMI RECESSED SIDE WALL SPRINKLER HEAD
SIDE WALL SPRINKLER HEAD
SPRING UPRIGHT SPRINKLER HEAD
EXTENDED COVERAGE SPRINKLER HEAD
FIRE PROTECTION - WET PIPEFPW
FIRE PROTECTION LEGEND
1. IT IS THE INTENTION OF THE PLANS AND SPECIFICATIONS THAT ALLITEMS OF MATERIAL AND EQUIPMENT SPECIFIED IN THECONTRACT DOCUMENTS SHALL BE FURNISHED AND INSTALLED BYTHE CONTRACTOR.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SYSTEM DESIGNAND INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA-13, ANDALL STATE AND LOCAL AUTHORITY HAVING JURISDICTION. ALLPLANS MUST BE APPROVED BY THE CITY OF MILWAUKEE AND FIREMARSHALL HAVING JURISDICTION. CONTRACT DOCUMENTS AREFOR SCOPE ONLY.
3. DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL REQUIREDOFFSETS FOR A COMPLETE INSTALLATION. CONTRACTOR SHALLINSTALL MATERIAL AND EQUIPMENT TO CONFORM TO THESTRUCTURE, EQUIPMENT CONNECTIONS AND SHALL MAINTAINAPPROPRIATE CLEARANCES.
4. CONTRACTOR SHALL COORDINATE WORK WITH ALL OTHERTRADES PRIOR TO INSTALLATION.
GENERAL NOTES
1. FIRE PROTECTION PLANS ARE FOR REFERENCE ONLY AND SHOWTHE GENERAL DESIGN INTENT WITH RESPECT TO SPRINKLER PIPEROUTING. THE FIRE PROTECTION CONTRACTOR SHALLCOORDINATE PIPE SIZES, PIPE ROUTING AND LOCATION, ANDQUANTITY OF SPRINKLER HEADS WITH ARCHITECT, STRUCTURALENGINEER AND OTHER CONTRACTORS.
2. PROVIDE CONCEALED SPRINKLER HEADS IN ALL AREAS WITH ACEILING.
SHEET NOTES
THIS BAR IS 1" LONG. IF IT MEASURESANYTHIING OTHER THAN 1" ADJUSTSCALE ACCORDINGLY.
N8 W22195 JOHNSON DRIVE, STE 180 262.549.1190
WAUKESHA, WI 53186 fx 262.549.1620www.IBCENGINEERING.COM
INCORPORATED
1835
A
19181716151413121110987654321
B
C
D
E
F
G
H
J
K
L
M
N
P
Q
20 21
Milw
auke
e Coun
ty D
ept.
of Adm
inistrat
ive
Serv
ices
FACIL
ITIE
S M
AN
AGEM
ENT
DIV
ISIO
NArc
hite
ctur
al, E
ngin
eering
& E
nvironm
enta
l Se
rvic
esD
OW
NT
OW
N O
FF
ICE
: 63
3 W
. WIS
CO
NS
IN A
VE
, SU
ITE
100
0; M
ILW
AU
KE
E, W
I 532
03
AIR
PO
RT
EN
GIN
EE
RIN
G O
FF
ICE
: 53
00 S
. HO
WE
LL A
VE
; M
ILW
AU
KE
E, W
I 532
07
GE
NE
RA
L M
ITC
HE
LL
INT
ER
NA
TIO
NA
L A
IRP
OR
T (
MK
E)
5300
S. H
OW
EL
L A
VE
., M
ILW
AU
KE
E, W
I 53
207
AIR
PO
RT
RE
SC
UE
AN
D F
IRE
FIG
HT
ING
AD
DIT
ION
& R
EN
OV
AT
ION
DATE:
PROJECT:
AIR PROJECT:
SITE NO:
BUILDING NO:
#380
#290
A205-16010
IBC PROJECT NO: 2016077
F111
FIRE PROTECTION
FIRST FLOOR PLAN
06/30/17
ARFF ADDITION
& RENOVATION
SCALE: 3/32" = 1'-0"1FIRE PROTECTION FIRST FLOOR PLAN
FIRE PROTECTION SHEETINDEX
NUMBER SHEET NAMEF111 FIRE PROTECTION FIRST FLOOR PLAN
F112 FIRE PROTECTION ROOF AND MEZZANINE PLAN
REVISION: DATE
ADDENDUM 1 07/14/17