W911SA19B2009_Attachment_3_CLIN_0002_Drawings.pdf
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- Construct 5 Buildings at Fort McCoy, WI Federal contract opportunity
- Solicitation number
- W911SA19B2009
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Attachment 3 CLIN 0002 Drawings
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Fort McCoy, Wisconsin
SHEET INDEX:
2012 IBC CODE SUMMARY
PROJECT SQUARE FOOTAGE
EXITING INFORMATION
SYMBOLS
CODE INFORMATION
CALCULATION:
1.
LIFE SAFETY:
APPLICABLE CODES:
3.
2. UNIFIED FACILITIES CRITERIA (UFC) 1-200-01
GENERAL BUILDING REQUIREMENTS
NFPA 101 - LIFE SAFETY
CODE 2009 EDITION
CAPACITY OF BUILDING AT ONE TIME WILL BE 80. EXIT WIDTH IS BASED ON .15" PER
PERSONS. (IBC TABLE 1005.1)
EXIT TRAVEL DISTANCE : 300'
WITH SPRINKLER - MIN. 2 EXITS 3
PROVIDED
DIRECTION OF
EGRESS
TOTAL EXIT WIDTH
AT DOOR
BUILDING INFORMATION:
MINIMUM NUMBER OF
SANITARY FIXTURES
TABLE 2902.1
SANITARY FIXTURE COUNT:
TABLE 2902.1
40 MALE / 40 FEMALE (SEE TABLE THIS SHEET)
1 PER 50 WATER CLOSET, 1 PER 50 LAVATORIES
TYPE OF CONSTRUCTION:
MAX. HEIGHT & NO. OF STORIES:
BASEMENT:
MEZZANINE:
OCCUPANCY SEPARATION REQUIRED:
ROOF ACCESS:
OCCUPANT LOAD FOR EXITING:
TYPE V-B
55'-0", 4 STORY
NO
NO
NOT REQUIRED
NO
SEE TABLE THIS SHEET
SPRINKLER SYSTEM:
TYPE OF SYSTEM:
YES (ALLOWS INCREASES IN HEIGHT & FLOOR AREA)
DRY
MEN - TOILETS
MEN - URINALS
REQ'D PROVIDED TOTAL
ELECTRIC WATER COOLERS (1 ACCESSIBLE)
SINKS W/ FAUCET SPIGOTS OR CUP DISPENSERS
BOTTLED WATER COOLER BY OWNER (1 ACCESSIBLE)
DRINKING WATER SOURCE:
PROVIDED TOTALREQ'D0
4 1
OCCUPANCY GROUP A-3 = 80
TOTAL = 80
= 40 MALE / 40 FEMALE
CALCULATION:
OCCUPANCY GROUP A-3 = 80 X 0.2 = 16"
TOTAL REQUIRED = 16"
TOTAL PROVIDED = 204.0"
OCCUPANCY GROUP A-3 = 6,673
TOTAL = 6,673 SQUARE FEET
68'
GENERAL
G1.0 COVER SHEET AND CODE ANALYSIS
STRUCTURAL
S0.0 GENERAL NOTES & SCHEDULES
S0.1 FOUNDATION PLAN
S3.1 ROOF FRAMING PLAN
S7.1 STRUCTURAL DETAILS
S7.2 MASONRY DETAILS
ARCHITECTURAL
A0.0 GENERAL NOTES & SYMBOLS
A1.1 NOTED FLOOR PLAN
A1.2 DIMENSIONED FLOOR PLAN AND DETAILS
A2.1 REFLECTED CEILING PLAN
A2.2 TYPICAL WALL/CEILING DETAILS
A3.1 ROOF PLAN
A3.2 TYPICAL ROOF DETAILS
A4.1 EXTERIOR ELEVATIONS
A4.2 EXTERIOR ELEVATIONS
A5.1 BUILDING SECTIONS
A5.2 WALL SECTIONS
A5.3 SECTION DETAILS
A5.4 WALL TYPES AND DETAILS
A6.1 INTERIOR ELEVATIONS AND MOUNTING HEIGHTS
A7.1 DOOR DETAILS
A8.1 SCHEDULES
FIRE PROTECTION
F0.0 FIRE ALARM GENERAL NOTES AND SYMBOLS LEGEND
F1.1 FIRE ALARM PLAN
F1.2 FIRE PROTECTION PLAN
PLUMBING
P0.0 GENERAL NOTES AND SYMBOL LEGEND
P1.1 BELOW GRADE PLAN AND DWV ISOMETRIC
P1.2 ABOVE GRADE PLAN AND WATER ISOMETRIC
MECHANICAL
M0.0 ABBREVIATIONS AND SYMBOLS
M1.1 HVAC PLAN
M1.2 ENLARGED MECHANICAL ROOM PLAN
M5.1 MECHANICAL ROOM SECTIONS
M8.1 HVAC SCHEDULES
ELECTRICAL
E0.0 ELECTRICAL SYMBOLS
E1.1 ELECTRICAL COMMUNICATIONS PLAN
E1.2 ELECTRICAL POWER PLAN
E1.3 ELECTRICAL LIGHTING PLAN
E2.1 ELECTRICAL DETAILS & SCHEDULES
UNISEX - URINALS
WOMEN - TOILETS
UNISEX - TOILETS
MEN - LAVATORIES
WOMEN - LAVATORIES
UNISEX - LAVATORIES
DRINKING FACILITIES REQ'D
REQ'D
REQ'D
REQ'D
PROVIDED TOTAL
PROVIDED TOTAL
PROVIDED TOTAL
PROVIDED TOTAL
PROVIDED TOTAL
PROVIDED TOTAL
PROVIDED TOTAL
REQ'D
REQ'D
REQ'D--
68'
CBA
B229-G1.0
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
EXIT DIAGRAM
2/6 CLIN0002
CONSTRUCT HMMWV EGRESS
ASSISTANCE TRAINER (HEAT) FACILITY
BUILDING 229
ALLOWABLE AREA:
ALLOWABLE AREA W/AUTOMATIC SPRINKLER:
6,000 S.F.
18,000 S.F.
ACTUAL AREA: 6,673S.F.
FIRE SEPARATION BETWEEN BLDGS: > 30 FT.
ACTUAL HGT. : APPROX 25 FT.
ACTUAL STORIES: ONE
OCCUPANCY GROUP: A3
FIRE SEPARATION
BETWEEN BLDGS GREATER THAN 30'
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
T 920-468-1978 AECOM Project Number: 60344155
'-8
96'-10"
'-4
'-4
SF-1
{TOF 96'-0"}
SF-1
{TOF 96'-0"}
SF-1
{TOF 96'-0"}
S7.1
TYP.
TOW = 100'-0"
8" S.O.G. W/ 6x6 W1.4xW1.4 WWF SEE
6/S7.1
M-1
M-1
M-1
5' -0
S7.1
S7.1
S7.1
8'-0" 5'-2"
TOW = 99'-4"
TOW = 100'-0"
M-1
8' -0
5'-0"
TOW = 99'-4"
110'-0"
S7.1
CONTROL JT TYP,
SEE
S7.1
SF-1
{TOF 96'-0"}
M-1
'-1
0" 8'
-0
'-1
0"
5'-0"
F-1
{TOF 96'-0"}
F-1
{TOF 96'-0"}
S7.1
'-1
0"
'-0
'-1
0"
2' -0
'-0
2' -0
TOW = 99'-4"
S7.1
S7.1
20' x 19' CONCRETE
APRON, SEE
SF-2
{TOF 96'-0"}
TYP.
S7.1
WALL CONTROL JOINT
SEE TYP.
FOUNDATION NOTES
1) DEPRESS TOP OF FOUNDATION WALL 8" AT ALL EXTERIOR AND INTERIOR DOOR OPENINGS UNLESS OTHERWISE DETAILED, AND PROVIDE #4 L-SHAPED DOWELS @ 1'-4" O.C. W/ 1'-6" LEGS BETWEEN FOUNDATION WALL AND STOOP SLAB.
2) WALL FOOTINGS ARE CONTINUOUS POURED CONCRETE W/ CONTINUOUS REINFORCEMENT PLACED 3" CLEAR OF THE BOTTOM AND SIDES.
3) WHERE FILL IS REQUIRED ON TWO SIDES OF WALL IT SHALL BE PLACED SIMULTANEOUSLY.
4) MINIMUM REINFORCEMENT COVER:
A. CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH............................................................................................................................. 3"
B. FORMED SURFACES EXPOSED TO EARTH OR WEATHER
#6 THROUGH #18 BARS.............................................................................................................................................................................. 2" #5 AND SMALLER BARS.............................................................................................................................................................................. 1 1/2"
C. STRUCTURAL SLABS AND WALLS NOT EXPOSED TO
WEATHER OR EARTH.................................................................................................................................................................................. 3/4"
D. BEAMS & COLUMNS:
PRIMARY REINFORCEMENT, TIES, STIRRUPS, NOT EXPOSED
TO WEATHER OR EARTH............................................................................................................................................................................ 1 1/2"
S0.1
SCALE - 3/16" = 1'-0"
FOUNDATION PLAN
CBA
B229-S0.1
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
110'-0" 3'-0"3'-0"
8'-0"
SHADED AREA:
BLOCKED DIAPHRAGM
DETAIL 12/S7.1
8'-0"S7.1
S7.1
N O
TE
N O
TE
SHADED AREA:
BLOCKED DIAPHRAGM
DETAIL 12/S7.1
'-8
3' -0
3'
-0
'-0
13'-0"
3' -0
3'
-0
3'-0"
NOTE 1
S7.1
W x1
TO
S=
9'
-4
S7.1
S7.1
W 8x13
TOS=109'-4"
W 8x13
TOS=109'-4"
'-1
0"
'-1 0"
2X8 STRUCTURAL FASCIA REQUIRED
2X8 STRUCTURAL
FASCIA REQUIRED
L-
S7.1
9SEE DETAIL
G
IR
D
ER
T R
U
SS
G
IR
D
ER
T R
U
SS
L-
S7.2
8SEE DETAIL TYP
ALL BEAM EMBEDS
IN CMU WALL
L-2
NOTE 1
NOTE 1
LINTEL L-3 AT
LOUVER L-4
LINTEL L-3 AT
LOUVER L-3
LINTEL L-3 AT
LOUVER L-2
LINTEL L-1 AT
LOUVER L-1
LINTEL L-1 AT
DOOR 114
1. DENOTES 5/8" APA RATED
SHEATHING WITH 8d NAILS @ 6" O.C.@ SUPPORTED
EDGES AND @ 12" O.C. AT INTERMEDIATE SUPPORTS.
2. ACTUAL TRUSS LAYOUT TO BE DETERMINED BY TRUSS
SUPPLIER. GIRDER TRUSS LOCATIONS SHALL BE AS
SHOWN UNLESS APPROVED BY ENGINEER. MAXIMUM
TRUSS SPACING = 2'-0" O.C.
3. TRUSS BEARING = 114'-0" @ EXTERIOR MASONRY WALL.
4. FOR LINTELS ABOVE HVAC OPENINGS, SEE ARCH.
ELEVATIONS AND THIS DRAWING.
5. TRUSS DESIGN ENGINEER TO PROVIDE BLOCK
MEMBER/BRAKE BLOCKING, AND ALL CONNECTIONS TO
WALL TO TRANSFER THE FOLLOWING DIAPHRAGM
LOADS:
WIND 0.26 KLF
SEISMIC 0.03 KLF
6. MINIMUM SHEATHING FASTENING SHALL BE: 5/8" APA
RATED SHEATHING WITH 8d NAILS AT 6" OC @
SUPPORTED EDGES AND @12" OC AT INTERMEDIATE
SUPPORTS. PROVIDE DIAPHRAGM BLOCKING IN AREAS
SHOWN IN PLAN.
7. TRUSS MANUFACTURER TO DESIGN TIE DOWNS TO
WALL AS REQUIRED.
8. TRUSS DESIGN ENGINEER TO CALCULATE SNOW
LOADING (UNIFORM, UNBALANCED, DRIFT, SLIDING)
IN ACCORDANCE WITH IBC 2012. WISCONSIN CODE
AMENDMENTS DO NOT APPLY.
9. CONTRACTOR TO COORDINATE CABLE TRAY
LOCATIONS AND LOADS WITH TRUSS MANUFACTURER.
ROOF FRAMING PLAN NOTES
1. ROOF SAFETY TIE-DOWN HOOKS. SEE SPEC 07610.
TRUSS MFR TO DESIGN TRUSSES AND ADDITIONAL
BLOCKING/FRAMING REQUIRED TO SUPPORT 5000 LB
TENSILE LOAD (LIVE LOAD) IN ALL DIRECTIONS
PARALLEL TO PLANE OF ROOF. BLOCKING SHALL BE
CAPABLE OF TRANSFERRING 5000 LB LOAD THROUGH
ROOF DIAGRAM IN ANY DIRECTION TO WALLS BELOW.
2. LINTELS SHOWN IN ROOF PLAN ARE FOR EXTERIOR
DOORS AND LOUVERS. SEE SHEET B229-S0.0 FOR
LINTEL SCHEDULE.
KEY NOTES:
S3.1
SCALE - 3/16" = 1'-0"
ROOF FRAMING PLAN
CBA
B229-S3.1
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
2"
CONCRETE SLAB
COMPACTED
ENGINEERED
GRANULAR BACKFILL
VAPOR BARRIER
REINFORCING: SEE PLAN FOR REINFORCING
NATURAL SOIL BASE
SE
E
PL
AN
6"
S7.1
SCALE - 1" = 1'-0"
TYP. SLAB ON GRADE
LAP 30 BAR DIA.
CONT. STRIP
FOOTING
BENT BAR @
CORNERS,
MATCH SIZE OF
CONT.
CONT. STRIP FOOTING
REINFORCING, SEE FOOTING
SCHEDULE
LAP 30 BAR
DIAMETERS
CONT. STRIP FOOTING
REINFORCING, SEE FOOTING
SCHEDULE
BENT BAR @ CORNERS,
MATCH SIZE OF CONT.
CONT. STRIP FOOTING
S7.1
SCALE - 1" = 1'-0"
STRIP FOOTING INTERSECTION
30 X DIA.
BAR
MATCH HORIZ.
REINF.
TYPICAL HORIZONTAL
WALL REINFORCEMENT
TYPICAL HORIZONTAL
WALL REINFORCEMENT
#4 X 2'-0" X 2'-0" CORNER BARS
AT 12" O.C.
S7.1
SCALE - 1" = 1'-0"
FDN. WALL INTERSECTION
AT CONSTRUCTION
JOINT PROVIDE
WATERSTOP
1"
1"
4"
NOTES:
1) OVER LONG FOUNDATION SPANS,
EQUALLY SPACE CONTROL JOINTS
2) COORDINATE CONCRETE FINISH WITH
ARCHITECTURAL DRAWINGS.
3) LIMIT SPACING TO 30' O.C.
4) CONTROL JOINTS SHOULD COINCIDE
WITH MASONRY CMU CONTROL JOINTS.
5) TAPE HORIZONTAL REINFORCING BARS
THAT RUN THRU JOINT 12" ON EA. SIDE
OF JOINT TO BREAK BOND W/ CONCRETE.
S7.1
SCALE - 1" = 1'-0"
WALL CONTROL & CONST. JOINT
#6 X 4'-0", EA. FACE,
TYP.
#6, EACH FACE,
TYP.
NOTE: APPLIES TO ALL HOLES WHERE DIAMETER
OR DIMENSION "A" OR "B" IS GREATER
OR EQUAL TO FOUNDATION THICKNESS.
A
B
DIA.
24" TYP.
3" MAX.
S7.1
SCALE - 1" = 1'-0"
TYP. HOLE IN CONCRETE WALL
DISCONTINUE WWF AT
CONSTRUCTION JOINTS
SMOOTH 1"Ø X 2'-0" LONG BARS SPACED 3-0" O.C.
(GREASE ONE END)
NOTE: SAWCUTS SHALL BE
COMPLETED WITHIN 6HRS. OF
PLACING CONCRETE
SAW CUT JOINT TO 1/3
SLAB THICKNESS
PROVIDE CONTROL JOINTS AT A
MAXIMUM SPACING OF 15'-0" O.C.
EACH WAY. KEEP AREAS RELATIVELY
SQUARE. AVOID ANGLES LESS THAN
90 DEGREES
CONSTRUCTION JOINT
CONTROL JOINT
S7.1
SCALE - 3/4" = 1'-0"
SLAB JOINT DETAILS
4"
8"4" 4"
#4 x 24" x24" BENT BAR @ 24" O.C.
#4 @ 1"-4" EACH WAY
1/4"/FT SLOPE FROM BLDG.
8" C.I.P. WALL
#4 VERT. BARS @ 32" O.C.
#4 BARS TOP & BOTTOM (2'-0"
LAP AT CORNERS)
2 - #4'S CONT.
NOTE:
STOOP SLAB AND WALLS TO
BE DOWELED TO BUILDING
FOUNDATION
T.O.F.
SEE PLAN
T.O.W.
SEE PLAN
T.S.L.
100'-0"
S7.1
SCALE - 3/4" = 1'-0"
CONCRETE STOOP DETAIL
#4 @ 1'-4"
A7.1
FOUNDATION WALL, SEE
EQ
EQ
1'-6"
THICKENED SLAB
AT DOORWAY
#4 x 1'-4" DOWELS
@ 12" O.C. TYP EA DOOR
5" MIN
1'-0" MIN STRUCTURAL FILL
BELOW FOOTING
T.O.F.
SEE PLAN
T.S.L.
SEE PLAN
#5 @ 1'-0" O.C. ALT HOOKS
FOOTING, SEE SCHEDULE
INSULATION, SEE SHEET
A5.2
THERMAL BREAK, SEE
SHEET A5.2
REINFORCE WALL PER
SCHEDULE
(2) #4 T & B
S7.1
SCALE - 3/4" = 1'-0"
FOUNDATION DETAIL
#5@12"
8"
1'-0" MIN STRUCTURAL FILL
BELOW FOOTING
T.O.F.
SEE PLAN
2" CLR.
COVER
S/
S
T.O. PIER
99'-4"
#3 TIES @ 10" O.C.
SPREAD FOOTING,
SEE FOUND. PLAN
& SCHEDULE FOR
SIZE AND REINF.
HOOK BARS INTO
FOOTING
T.S.L.
SEE PLAN
GROUT ALL
CORES SOLID
SECTION A
(8) #6 BARS
S7.1
SCALE - 3/4" = 1'-0"
TYP. COLUMN PIER
B
#3@8 TIES
8" CMU FULLY GROUTED TYP.
ALTERNATE COURSES
2'-0"
2' -0
A
SECTION B
8-#6
#3@10" TIES
2'-0"
2' -0
4-#6 FULL HEIGHT
OF MASONRY
COLUMN.
LAP W/MATCHING
DOWELS INTO
FOUNDATION
N O
M
IN
AL
NOMINAL NOMINAL
2" CLR TO TIES,
TYP. TIES TO
OCCUR AT
MORTAR JOINTS
1'-0" MIN STRUCTURAL FILL
BELOW FOOTING
DISCONTINUE WWF AT
CONSTRUCTION JOINTS
SMOOTH 1"Ø X 2'-0" LONG BARS SPACED 3-0" O.C.
(GREASE ONE END)
NOTE: SAWCUTS SHALL BE
COMPLETED WITHIN 6HRS. OF
PLACING CONCRETE
SAW CUT JOINT TO 1/3
SLAB THICKNESS
PROVIDE CONTROL JOINTS AT A
MAXIMUM SPACING OF 15'-0" O.C.
EACH WAY. KEEP AREAS RELATIVELY
SQUARE. AVOID ANGLES LESS THAN
90 DEGREES
CONSTRUCTION JOINT
S7.1
SCALE - 3/4" = 1'-0"
SLAB JOINT DETAILS
8"
ROOF SHEATHING, SEE PLAN
TRUSS ANCHOR EACH
TRUSS, AS REQD BY
TRUSS MFR
TREATED 2X8 TOP PL
BOND BM W/ (2) #5 BOTT.
SEE ARCH.
3'-0"
5/8" DIA. ANCHOR
BOLT @ 2'-0" O.C.
MIN 5" EMBEDMENT
1/
4"
S7.1
SCALE - 3/4" = 1'-0"
TRUSS BEARING DETAIL
2X4 WOOD BLOCKING
@ PANEL EDGES W/
8d NAILS @ 6"O.C.
MAIN SUPPORT
MEMBERS @ 24" O.C.
S7.1
SCALE - 1/4" = 1'-0"
DIAPHRAGM DETAIL
ROOF SHEATHING,
SEE PLAN
TRUSS ANCHOR
EACH TRUSS AS
REQD BY TRUSS MFR
TREATED 2X6 TOP PL W/
(1) 1
2" DIA. BOLT @ 2'-0"
O.C. STAGGERED
2.5
3'-0"
1/
4"
S7.1
SCALE - 3/4" = 1'-0"
TYP. TRUSS BEARING ON STEEL BEAM
S7.2
NTS
APPROACH SLAB DETAIL
PAVEMENT
#4@12"
EX
TE
R
IO
R F
AC
E
O F
BU
IL
D
IN
G
O F
D O
O R
1/2" SLOPE
TO EXTERIOR
C
EN
TE
R
LI
N
E
8" 1/4" /FT PAVEMENT
1/2" PJF AT CONC
8"
FILL
8"4"
FREE DRAINING
WIDTH AS NOTED
2" CLR
4'-0" MIN
NOTE:
FREE DRAINING FILL
AND MIN WIDTH OF
FREE DRAINING FILL
MUST BE KEPT CLEAN
UNTIL SLAB IS POURED.
1-#5 T & B
1' -0
T/ FLOOR
CONCRETE
1/2" PJF
#4@18"
AS NOTED
FOUNDATION WALL
CBA
B229-S7.1
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
GROUT FILL CELLS AT VERT. REINF., MORTAR
CROSS WEBS ADJ. TO FILLED CELLS. LOW LIFT
GROUTING SHALL BE USED.
VERT. REINF. SPACING,
SEE SCHEDULE
VERT. REINF. SEE ELEVATIONS & GENERAL
NOTES. WHERE REINF. TERMINATES AT
HIGHEST BOND BEAM. PROVIDE STD. 90°
HOOK. REINF. SIZE SHALL MATCH FDN.
DOWELS & RUN CONT. THROUGH
INTERMEDIATE BOND BEAM LEVELS. PROVIDE
VERT. REINF. POSITIONER HARDWARE.
SPECIFIED WALL WIDTH,
SEE PLAN
FIRST COURSE SHALL BE
SET IN FULL MORTAR BED.
CONC. STEM WALL
CONC. FDN. SEE PLAN
CMU BOND BEAM, REINF.
CONT. ACROSS VERTICAL
CONTROL JOINTS
VERT. CONTROL JOINT, SEE
MASONRY ELEVATIONS
WIRE LATHE OVER NON
GROUTED CELLS, SHEET
METAL OR FELT ARE NOT
PERMITTED
MIN. SPLICE LAP (48)
BAR DIAMETER
HORIZ. JT. REINF. "LADDER TYPE"
PROVIDE PREFABRICATED L's AND T's AT
WALL INTERSECTIONS. SEE SPECS
NOTES:
SEE MASONRY ELEVATIONS FOR REINF. OF
SHEAR WALLS. SEE SCHEDULE FOR REINF.
OF WALLS NOT SHOWN ON MASONRY
ELEVATIONS. FOR BOND BEAM LOCATIONS
REFER TO MASONRY ELEVATIONS.
TYP. MASONRY CONSTRUCTION DETAIL
S7.2
BOND BEAM AT
TOP OF WALL
W
L
W
L
W
L
SEE DEVELOPMENT
LENGTH SCHED.
(1) J.B.
EA. SIDE
(1) J.B.
EA. SIDE
(2) J.B.
EA. SIDE
(1 ) H
.B
EA
. S
ID
E
(2 ) H
.B
EA
. S
ID
E
(2 ) H
.B
EA
. S
ID
E
TOP OF SLAB
CASE 1 CASE 2 CASE 3
CASE 1. WALLS: W AND L<2'-0" AND WL>100 SQ.IN.
CASE 2. WALLS: W OR L>2'-0" BUT <4'-0"
CASE 3. WALLS: W OR L>4'-0"
NOTES:
1. J.B. (JAMB BARS): (1) #5 VERTICAL WITH LENGTH AND SPLICE SAME AS
VERTICAL WALL REINFORCEMENT.
2. H.B. (HORIZONTAL BARS): (1) #5 HORIZONTAL WITHIN 8" OF OPENING.
3. J.B.'s AND H.B.'s MAY BE REPLACED BY REINFORCEMENT JAMB SECTIONS, LINTELS, BOND BEAMS, OR COMPARABLE HORIZONTAL WALL REINFORCEMENT
IMMEDIATELY ADJACENT TO OPENING.
4. VERTICAL BARS EXTEND 6" INTO BOND BEAM AND HOOK END.
TYP. REINFORCEMENT AT INTERIOR MASONRY OPENINGS
S7.2
(NOT USED)
S7.2
NOTES:
1. SEE MASONRY ELEVATIONS FOR CMU CONTROL JOINT LOCATIONS, U.N.O.
2. BOND BEAM REINFORCING SHALL BE CONT. THROUGH CONTROL JOINT.
3. INTERIOR MASONRY WALLS NOT SHOWN ON ELEVATION VIEWS SHALL NOT
EXCEED 24'-0" CONTROL JOINT SPACING, U.N.O.
PROVIDE VERT REINF. IN
GROUT FILLED CELL EA.
SIDE OF JOINT, TYP.
GALVANIZED LADDER TYPE
JOINT REINF. @ 1'-4" O.C.
STOP AT ALL CJ's
PREFORMED GASKET
CENTERLINE CONTROL
JOINT
SEALANT W/ BACKER ROD
(TYP.), SEE ARCH
TYP. CMU CONTROL JOINT
S7.2
3/8" JOINT KEEP
CLEAN OF MORTAR
(1) BAR AT GROUTED CELL,
SEE MASONRY SCHEDULE
TYP. CMU WALL END
S7.2
5 TYP. MASONRY WALL CORNER
STD
HOOK
FULLY BONDED
INTERSECTION
MIN. REINF. IN
WALLS (3)#5 AT
CORNER CELLS (1
EA. CELL)
NOTE:
GROUT ALL REINF.
CELLS SOLID
HORIZ. OR BOND BEAM
REINF. ALTERNATE
DIRECTION OF HOOKS.
S7.2
SEE LAP
SPLICE SCHED.
HORIZ. OR BOND BEAM
REINF. ALTERNATE
DIRECTION OF HOOKS.
FULLY BONDED
INTERSECTION
NOTE:
GROUT ALL REINF.
CELLS SOLID
MIN. REINF. IN WALLS (4)
#5 AT CORNER CELLS (1
EA. CELL) NOTE:
NON-LOAD BEARING
WALLS SHALL CONFORM
TO MINS. NOTED.
TYP. MASONRY WALL INTERSECTION
S7.2
GROUT SOLID AFTER
PLACING BEAM
BEAM AS NOTED
2" TYP
REINF FULL HEIGHT
BLOCK SOLID
1" MIN NONSHRINK
ANCHOR BOLTS
GROUT
2-5/8" DIA X 1'-4"
2-#4 X 4'-0" GROUT
GROUT SOLID
GROUT FULL HEIGHT
BEARING WITH MASONRY
FILL CORES BENEATH
AFTER PLACING BEAM
REINF FULL HEIGHT
2-5/8" DIA X 1'-4"
GROUT FULL HEIGHT
BEARING WITH MASONRY
ANCHOR BOLTS
BEAM AS NOTED
1" MIN NONSHRINK GROUT
FILL CORES BENEATH
S7.2
NTS
BEAM SEAT DETAIL
ELEVATION
SECTION
6"
CBA
B229-S7.2
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
ELEVATION REFERENCE
SECTION REFERENCE
DETAIL NUMBER
DETAIL REFERENCE
SHEET NUMBER
WALL TYPE,
SEE SHEET A5.4
FOR WALL TYPES.
REVISION TAG.
DETAIL TITLE
DRAWING TITLE
SCALE
SHEET NUMBER
- FIRE EXTINGUISHER CABINET.FEC
- FLOOR DRAIN, SEE PLUMBING, TYP.
- FURNISHED BY CONTRACTOR, INSTALLED BY CONTRACTORFCIC
KEY NOTES.
101 DOOR TYPES, SEE SHEET
A8.1 FOR DOOR SCHEDULE.
FLOOR PLAN SYMBOL LEGEND
REF - REFRIGERATOR *FCIC
MW - MICROWAVE
A1.1
SCALE - 1/8" = 1'-0"
TITLE
A1.1 1 10
A1.1
A1.1
EXIT SIGN
EMERGENCY EXTERIOR LIGHT
2'-0" x 4'-0" FLUORESCENT
EMERGENCY LIGHTING
4'-0" 2 LAMP
FLUORESCENT G
2'-0" x 2'-0" LED
GENERAL NOTES
A. SCALES SHOWN ONLY APPLY WHEN THESE DRAWINGS ARE
PRINTED ON 22" x 34" PAPER. SCALES ARE HALF SIZED WHEN PRINTED ON 11" x 17" PAPER.
B. SEE SITE PLANS FOR ACTUAL FLOOR ELEVATION.
CBA
B229-A0.0
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
8'X5' CONCRETE STOOP
FE
C
FEC
20' X 19'
8" CONCRETE APRON
1 1
2 2
8'X5' CONCRETE STOOP
16' X12' HOLLOW METAL DOOR
WITH REMOVABLE MULLION.
4' HIGH WHITE FRP
BOARD. EXTEND 4'
FROM CORNER IN
BOTH DIRECTIONS.
100A100B
108A
108C
108B
A6.1
7' -0
CONCRETE STOOP & SLAB
- SEE STRUCTURAL
SIDEWALK GSGI
SLAB ON GRADE
1. ALL DIMENSIONS TO CENTER OF METAL STUD.
2. INTERIOR DOORS TO BE MIN. OF 4" FROM ADJACENT WALLS AS SHOWN
ON PLANS.
3. GYP BD CONTROL JOINTS TO BE 30'-0" MAX O.C. AND AT DOOR JAMBS
FROM HEAD TO TERMINATION OF GYP BD.
4. INSTALL BLOCKING FOR MONITORS AND CABINETS.
5. INSTALL MONITOR AS SHOWN.
6. WALL STUDS TO BOTTOM OF TRUSSES.
SEE DETAIL FOR HEIGHTS OF GYP. BD.
AND DETAIL FOR CONNECTION DETAIL.
FLOOR PLAN GENERAL NOTES
A2.2
A5.4
POWER REQUIREMENTSITEM EQUIPMENT
AMPS
1 MICROWAVE OVEN
COFFEE POT
WATTS
15REFRIGERATOR
60" MONITOR
HEAT - FOUR 11'X16'X12'
GOVERNMENT
SUPPLIED
CONTRACTOR
INSTALLED
EQUIPMENT CONTRACTOR
SUPPLIED
CONTRACTOR
INSTALLED
PATCH PANEL - NIPR NETWORK ONE (1)
COMM. CABINET -ONE (1)
GOVERNMENT
SUPPLIED
GOVERNMENT
INSTALLED
≈ 50 EACH
≈ 1920 EACH
YES
YES
YES
YES
YES
YES
YES
≈ 1800
1. 24"W X 36"L ACCESS PANEL IN 6 MIL. VAPOR BARRIER AT UNDERSIDE
OF TRUSSES. CENTER BETWEEN TRUSSES. SEE DETAIL
2. SEE ELEVATIONS FOR HV OPENINGS EXTERIOR WALL.
KEY NOTES:
A1.2
A1.1
SCALE - 3/16" = 1'-0"
NOTED FLOOR PLAN
CBA
B229-A1.1
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
'-0
9'
-2
12'-0"22'-0" 17'-0"59'-0"
'-6
'-0
9'-1 13/16"7'-4 11/16"4'-7 5/16"
7'-10 3/16"7'-8"5'-4"
7' -6
/8
4'
-1
/1
6" 4'
-7
1/
'-6
/2
11'-9"9'-1 3/16"15'-0 15/16"15'-0 15/16"
'-4
'-4
22'-0" 16'-6" 59'-0"
'-1
6'
-6
'-1
6'-0"6'-6"
110'-0"
'-7
6'
-6
'-7
'-1
0"
'-0
'-1
0"
'-8
20'-0"
'-0
14'-0"
2' -0
'-0
2' -0
2'-0"
5'-0"
'-5
'-7
/4
8' -0
/4
'-0
'-0
'-6
15'-0 15/16"5'-2 1/4"9'-10 11/16"
'-0
(T
YP
15'-5 1/2"
(TYP.)
100A100B
108A
108C
108B
8' -0
A1.1
SCALE - 3/16" = 1'-0"
DIMENSIONED FLOOR PLAN
CBA
B229-A1.2
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
1. REFER TO PLUMBING, MECHANICAL, ELECTRICAL FOR LOCATIONS OF RELATED ITEMS.
2. COORDINATE WITH HVAC AND ELECTRICAL PLANS FOR LOCATIONS/QUANITIES/TYPES OF
DIFFUSERS AND LIGHTS.
3. REFER TO ROOM FINISH SCHEDULES FOR CEILING MATERIALS AND HEIGHTS.
4. GYPSUM CEILING CONTROL JOINTS TO BE 50'-0" MAX. EITHER DIRECTION OR TO LIMIT
AREAS TO 2500 S.F.
5. REFER TO TYPICAL WALL/CEILING DETAILS ON SHEET A2.2.
6. REFER TO A0.0 FOR ALL NOTES AND LEGENDS.
REFLECTED CEILING PLAN GENERAL NOTES
1. 24"W X 36"L ACCESS PANEL IN 6 MIL. VAPOR BARRIER AT UNDERSIDE
OF TRUSSES. CENTER BETWEEN TRUSSES. SEE DETAIL
KEY NOTES:
A1.2
A2.1
SCALE - 3/16" = 1'-0"
REFLECTED CEILING PLAN
CBA
B229-A2.1
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
6"
A2.1
SCALE - 3/4" = 1'-0"
CEILING DETAIL - A
A2.1
SCALE - 3/4" = 1'-0"
CEILING DETAIL - E
A2.1
SCALE - 3/4" = 1'-0"
CEILING DETAIL - D NOT USED
A2.1
SCALE - 3/4" = 1'-0"
CEILING DETAIL - F
A2.1
SCALE - 3/4" = 1'-0"
CEILING DETAIL - B
A2.1
SCALE - 3/4" = 1'-0"
CEILING DETAIL - C
A2.1
SCALE - 3/4" = 1'-0"
CEILING DETAIL - G
A2.1
SCALE - 3/4" = 1'-0"
CEILING DETAIL - H NOT USED
A2.1
SCALE - 3/4" = 1'-0"
CEILING DETAIL - D
A2.1
SCALE - 3/4" = 1'-0"
CEILING DETAIL - I
ACOUSTICAL CEILING TILES.
CEILING SUSPENSION WIRE.
WOOD TRUSSES
SOUND BATT. INSULATION.
BATT INSULATION (R-49 W/6 MIL. VAPOR BARRIER)
2X4 WOOD BLOCKING
KEY NOTES - CEILING DETAILS
3 5/8" MTL. STUD.
6" MTL. STUD.
CBA
B229-A2.2
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
PRE-FINISHED 3"x4"
ALUMINUM DOWNSPOUT
WITH CONCRETE SPLASH
BLOCK
PRE-FINISHED 8"
ALUMINUM GUTTER
PRE-FINISHED 3"x4"
ALUMINUM DOWNSPOUT WITH
CONCRETE SPLASH BLOCK
PRE-FINISHED 3"x4"
ALUMINUM DOWNSPOUT WITH
CONCRETE SPLASH BLOCK
SNOW BARS - SNOW GUARDS.
SEE SHEET A-3.2 FOR DETAILS
LINE OF EXTERIOR
WALL BELOW
PRE-FINISHED STANDING
SEAM METAL ROOF
PRE-FINISHED 3"x4" ALUMINUM
DOWNSPOUT WITH CONCRETE
SPLASH BLOCK
PRE-FINISHED 8"
ALUMINUM GUTTER
PRE-FINISHED 3"x4" ALUMINUM
DOWNSPOUT WITH CONCRETE
SPLASH BLOCK
PRE-FINISHED 3"x4" ALUMINUM
DOWNSPOUT WITH CONCRETE
SPLASH BLOCK
SNOW BARS - SNOW GUARDS
SEE SHEET A3.2 FOR DETAILS
LINE OF EXTERIOR
WALL BELOW
PRE-FINISHED VENTED
RIDGE CAP - SEE SHEET
A3.2 FOR DETAILS
SNOW BARS - SNOW
GUARDS. SEE SHEET
A3.2 FOR DETAILS
SNOW BARS - SNOW
GUARDS - SEE SHEET
A3.2 FOR DETAILS
PRE-FINISHED 3"x4"
ALUMINUM DOWNSPOUT
WITH CONCRETE SPLASH
BLOCK
PRE-FINISHED 5"
ALUMINUM GUTTER
PRE-FINISHED
3"x4" ALUMINUM
DOWNSPOUT WITH
CONCRETE SPLASH BLOCK
PRE-FINISHED 5"
ALUMINUM GUTTER
PRE-FINISHED
HIP CAP - SEE
SHEET A3.2
FOR DETAILS
PRE-FINISHED
HIP CAP - SEE
SHEET A3.2
FOR DETAILS
SLOPE
4:12
PRE-FINISHED HIP
CAP - SEE SHEET A3.2
FOR DETAILS
PRE-FINISHED HIP
CAP - SEE SHEET A3.2
FOR DETAILS
SLOPE
4:12
SLOPE
2.5:12
SL
O
PE 4:
SL
O
PE
4:
SL
O
PE
2.
5:
SL
O
PE
2.
5:
PRE-FINISHED VENTED
RIDGE CAP - SEE SHEET A3.2
FOR DETAILS PRE-FINISHED
HIP CAP - SEE SHEET
A3.2 FOR DETAILS
3" VENT
ROOF TIE-DOWN
- SEE SPECS
ROOF TIE-DOWN
- SEE SPECS
PRE-FINISHED STANDING
SEAM METAL ROOF
FLUE PIPES - SEE SHEET M-1.2
FOR DETAILS (TYP.)
A3.1
SCALE - 3/16" = 1'-0"
ROOF PLAN
CBA
B229-A3.1
A nt ho ny
L an e M in ne ap ol is , M
N
P:
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-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
A3.2
1 1/2" = 1'-0"
DOWNSLOPE EDGE WITH GUTTER
UNDERLAYMENT
ICE-DAM PROTECTION MEMBRANE
(EXTEND MIN. 36" BEYOND INTERIOR WALL)
PLYWOOD DECK
METAL PANEL
ALUM. GUTTER. THE FRONT
OF THE GUTTER SHOULD BE A
MINIMUM 1" LOWER THAN THE
BACK TO ALLOW OVERFLOW
GUTTER BRACKET SUPPORT
(SECURE WITH 2 FASTENERS)
GUTTER
SPACER
GUTTER CLEAT
PRE-FINISHED ALUMINUM FASCIA
PLYWOOD DECK
WOOD FASCIA BOARD
WOOD TRUSSES
ICE DAM
CONTINUOUS
GUTTER CLEAT
GUTTER
CONTINUOUS ZEE SET
IN SEALANT
HEAVY GAGE
PERFORATED METAL
SHEET METAL RIDGE
CAP
SLOPE
TURN PANEL UP
ALONG RIDGE
UNDERLAYMENT
ICE-DAM PROTECTION
MEMBRANE
PLYWOOD DECK
METAL ROOF PANEL
A3.2
1 1/2" = 1'-0"
RIDGE CAP (VENTING)
A3.2
1 1/2" - 1'-0"
HIP CAP FLASHING
WOOD TRUSSES.
SLOPE
SLOPE
UNDERLAYMENT
ICE-DAM MEMBRANE
PROTECTION
ROOF DECK
METAL ROOF PANEL
SHEET METAL HIP CAP
TURN PANEL PAN UP
ZEE CLOSURE
TAPE SEALANT
UNDERLAYMENT
METAL ROOF PANEL
GASKETED FASTENERS
SECURE FLASHING
COLLAR FLANGE TO
ROOF PANEL AND NOT
TO DECK SO AS NOT TO
FIX PANEL AT
PENETRATION
PREFORMED
PENETRATION
FLASHINGS
SEALANT BEAD
BETWEEN PIPE AND
FLASHING TOOLED TO
FACILITATE RUNOFF
EQUIPMENT SUPPORT
STAND/VENT STACK
ICE-DAM PROTECTION
MEMBRANE (CENTERED
ON PENETRATION)
ROOF DECK (SEE
SPECS FOR TYPE)
SLOPE
SET SECUREMENT RING IN
CONTINUOUS BEAD OF
SEALANT
STAINLESS STEEL
DRAWBAND
A3.2
1 1/2' = 1'-0"
STACK VENT FLASHING
WOOD TRUSS
COUNTERFLASHING OR SIDING
METAL ROOF PANEL
ROOF DECK (SEE
SPECS FOR TYPE)
ICE-DAM PROTECTION
MEMBRANE
UNDERLAYMENT CLOSURE IF REQUIRED
BY MANUFACTURER
SLOPE
RAKE FLASHING
A3.2
1 1/2" = 1'-0"
ROOF TO WALL TRANSITION (RAKE)
SLOPE
UTILITY CLAMP
CROSS MEMBER
PREFINISHED COLOR
STRIP
STAINLESS STEEL BOLT
AND WASHER
STANDING SEAM
METAL ROOF
UTILITY CLAMP
STAINLESS STEEL SET
SCREW
CROSS MEMBER
CROSS MEMBER
A3.2
1 1/2" = 1'-0"
SNOW GUARD DETAIL
CBA
B229-A3.2
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
FINISH FLOOR
100'-0"
DOOR HEAD
107'-4"
T.O. CMU
114'-0"
8" SPLIT-FACE
CMU
8" SMOOTH-FACE
CMU
PRE-FINISHED
ALUMINUM STORE
FRONT SYSTEM
PRE-FINSIHED
ALUMINUM
DOWN SPOUT
PRE-FINSIHED STANDING
SEAM METAL ROOF
PRE-FINISHED
ALUMINUM GUTTER
2.5
PRE-FINSIHED STANDING
SEAM METAL ROOF
PRE-FINISHED
ALUMINUM GUTTER
PRE-FINISHED
ALUMINUM FASCIA
PRE-FINISHED
ALUMINUM GUTTER
FOOTING AND
FOUNDATION WALLS,
SEE STRUCTURAL
CONCRETE
SPLASH BLOCK
CONCRETE
SPLASH BLOCK
PRE-FINSIHED
ALUMINUM
DOWN SPOUT
SNOW BARS - SNOW GUARD,
SEE 7/A3.2 FOR DETAILS
SNOW BARS - SNOW GUARD,
SEE 7/A3.2 FOR DETAILS
PRE-FINISHED
ALUMINUM FASCIA
PRE-FINISHED
ALUMINUM FASCIA
A5.1
CONCRETE
SPLASH BLOCK
8"
2' -8
8"
4' -8
8"
4' -0
'-0
8"
CJCJ
FINISH FLOOR
100'-0"
DOOR HEAD
107'-4"
8" SPLIT-FACE CMU
8" SMOOTH-FACE CMU
PRE-FINISHED
ALUMINUM GUTTER
CONCRETE
SPLASH BLOCK
SNOW BARS - SNOW GUARD,
SEE DETAIL 7/A3.2 (TYP)
PRE-FINISHED
ALUMINUM FASCIA
INSULATED HOLLOW
METAL DOOR
A5.1
PRE-FINISHED
ALUMINUM GUTTER
PRE-FINISHED
ALUMINUM FASCIA
SNOW BARS - SNOW GUARD,
SEE DETAIL 7/A3.2 (TYP) PRE-FINISHED
ALUMINUM GUTTER
SNOW BARS - SNOW GUARD,
SEE DETAIL 7/A3.2 (TYP)
PRE-FINSIHED STANDING
SEAM METAL ROOF
CONCRETE
SPLASH BLOCK
PRE-FINSIHED
ALUMINUM
DOWN SPOUT
8" SPLIT-FACE
CMU
PRE-FINSIHED
ALUMINUM
DOWN SPOUT
FOOTING AND
FOUNDATION WALLS,
SEE STRUCTURAL
2.5
PRE-FINSIHED
ALUMINUM
DOWN SPOUT
CONCRETE
SPLASH BLOCK
FINISH FLOOR
100'-0"
CANOPY
TRUSS BEARING
109'-6"
T.O. CMU
114'-0"
PRE-FINSIHED
ALUMINUM
DOWN SPOUT
107'-4"
CONCRETE
SPLASH BLOCK
DOOR HEAD
CJ
8" SMOOTH-FACE CMU
2' -8
8"
4' -8
8"
4' -0
'-0
8" 8"
CJ
T.O. CMU
114'-0"
CJCJ
CJ
A4.2
SCALE - 3/16" = 1'-0"
NORTH ELEVATION
A4.2
SCALE - 3/16" = 1'-0"
EAST ELEVATION
CBA
B229-A4.2
A nt ho ny
L an e M in ne ap ol is , M
N
P:
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-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
FINISH FLOOR
100'-0"
TRUSS BEARING CANOPY
109'-6"
TRUSS BEARING
114'-1 1/2"
2.5
PRE-FINISHED
ALUMINUM GUTTER
TOP OF FOOTING
96'-0"
A5.1
R-49 BATT INSUL
W/6 MIL. VAPOR BARRIER
2'x4' ACOUSTICAL
CEILING TILES WOOD TRUSSES
8' -0
'-0
3'-0"
TYP
A5.2
PRE-FINISHED
ALUMINUM FASCIA
STEEL BEAM WITH
PRESSURE
TREATED PLATE
8" CONC SLAB
OPPOSITE HAND
PRE-FINISHED STANDING
SEAM METAL ROOF
5/8" PLYWOOD ROOF DECK
PROPER VENTS EVERY
TRUSS CAVITY
ICE AND WATER SHIELD,
EXTEND 36" PAST FACE
OF EXTERIOR WALL
PRE-FINISHED ALUMINUM
VENTED SOFFIT
WOOD TRUSSES
R-49 BATT INSUL
W/6 MIL. VAPOR BARRIER
PRE-FINISHED
ALUMINUM GUTTER
PRE-FINISHED ALUMINUM FASCIA
FINISH FLOOR
100'-0"
TRUSS BEARING
114'-1 1/2"
TOP OF FOOTING
96'-0"
A5.1
2'x4' ACOUSTICAL
CEILING TILES
8' -0
SIM
A5.2
CONCRETE FOOTING AND
FOUNDATION WALL, SEE
STRUCTURAL DRAWINGS
A5.3
3 5/8" LIGHT GAUGE STUDS @ 16" O.C.
R-11 BATT INSULATION
6 MIL. VAPOR BARRIER
5/8" GYPSUM BOARD
FLASHING
8" DECORATIVE CMU - SEE ELEVATIONS
FOR FACE PATTERNS
2" RIGID INSULATION R-10 MIN.
8" CONC SLAB
A5.1
SCALE - 3/16" = 1'-0"
BUILDING SECTION #2
A5.1
SCALE - 3/16" = 1'-0"
BUILDING SECTION #1
CBA
B229-A5.1
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
A5.3
A5.3
A7.1
A7.1
A7.1
3'-0"
2.5
8' -8
FL. LINE
41 41
A5.3
2' -8
SP
LI
T-
FA
C
E
4' -0
SP
LI
T-
FA
C
E
8"
SM
0O
TH
FA
C
E
8"
SM
O O
TH
FA
C E
8"
SM
O O
TH
FA
C E
3'-0"
'-0
4' -8
SP
LI
T-
FA
C
E 8"
SM
O
O
TH
-F
AC
E
FL. LINE
KEYNOTES
POURED CONCRETE FOOTING - REFER TO STRUCTURAL
POURED CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL
POURED CONCRETE STOOP - REFER TO STRUCTURAL
CONCRETE SLAB ON GRADE
8" SPLIT-FACE CMU WITH HORIZONTAL REINFORCING @ 8" O.C. -
REFER TO STRUCTURAL DRAWINGS FOR VERTICAL REINFORCING.
8" SMOOTH-FACE BOND BEAM
8" SMOOTH FACE CMU, ALSO PROVIDE BEHIND CANOPY ROOF.
8" CMU GROUTED SOLID
NOT USED
WEEP VENTILATORS @ 32" O.C. TYP.
STEEL BEAM - REFER TO STRUCTURAL
STEEL LINTEL- REFER TO STRUCTURAL
COMPACTED FILL
2" RIGID PERIMETER INSULATION (R-VALUE PER INCH = 5 MIN.).
UNDERSLAB INSULATION 48" WIDE.
1" RIGID SLAB EDGE INSULATION (R-VALUE PER INCH = 5 MIN.)
4" BATT INSULATION R-11
4" BATT INSULATION R-11 - FULL HEIGHT IN ALL INTERIOR WALLS
BATT INSULATION MINIMUM R-49 W/6 MIL. VAPOR BARRIER
3 5/8" METAL STUDS AT 16" O.C. TYP.
2" RIGID WALL INSULATION
5/8" GYPSUM BOARD - EXTEND TO TRUSSES AT EXTERIOR WALLS
- REFER TO WALL TYPES ON SHEET A-5.4 FOR GYPSUM TYPES
6 MIL. VAPOR BARRIER
ACOUSTICAL CEILING TILES
5/8" EXT. GRADE PLYWOOD SHEATHING
NOT USED
ALUMINUM ENTRY DOOR - REFER TO A7.1
BLOK-FLASH THRU-WALL FLASHING BY MORTAR NET LTD
PRE-FINISHED METAL CAP FLASHING
NOT USED
SLAB EDGE EXPANSION JOINT - NO R-VALUE REQUIRED
WALL OPENING FLASHING - PROVIDE END DAMS AT EACH END -
PROVIDE SPLICE COVERS AT ALL FLASHING JOINTS
2X10 PRESSURE TREATED WOOD BLOCKING
1X10 FASCIA BOARD
PRE-ENGINEERED WOOD TRUSSES WITH ENERGY HEAL
PROPER VENTS - LOCATED EVERY TRUSS CAVITY
ICE AND WATER SHIELD - TO EXTEND MINIMUM OF 36" BEYOND
EXTERIOR WALL
PRE-FINISHED STANDING SEAM METAL ROOF
PRE-FINISHED VENTED RIDGE CAP
PRE-FINISHED HIP CAP
PRE-FINISHED METAL DRIP EDGE
PRE-FINISHED ALUM. FASCIA/CLADDING
PRE-FINISHED VENTED ALUM. SOFFIT
PRE-FINISHED 8 IN ALUM BOX GUTTER
TWO PIECE COUNTER FLASHING - SURFACE MOUNT
VINYL BASE
1 5/8" METAL STUDS @ 16" O.C.
PRE-FINISHED METAL TRIM
6" GRAVEL BASE
VAPOR BARRIER
A5.2
SCALE - 3/4" = 1'-0"
WALL SECTION
A5.2
SCALE - 3/4" = 1'-0"
WALL SECTION
CBA
B229-A5.2
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
2.5
CANOPY TRUSS BEARING
KEYNOTES
POURED CONCRETE FOOTING - REFER TO STRUCTURAL
POURED CONCRETE FOUNDATION WALL - REFER TO STRUCTURAL
POURED CONCRETE STOOP - REFER TO STRUCTURAL
CONCRETE SLAB ON GRADE
8" SPLIT-FACE CMU WITH HORIZONTAL REINFORCING @ 8" O.C. -
REFER TO STRUCTURAL DRAWINGS FOR VERTICAL REINFORCING.
8" SMOOTH-FACE BOND BEAM
8" SMOOTH FACE CMU, ALSO PROVIDE BEHIND CANOPY ROOF.
8" CMU GROUTED SOLID
NOT USED
WEEP VENTILATORS @ 32" O.C. TYP.
STEEL BEAM - REFER TO STRUCTURAL
STEEL LINTEL- REFER TO STRUCTURAL
COMPACTED FILL
2" RIGID PERIMETER INSULATION (R-VALUE PER INCH = 5 MIN.).
UNDERSLAB INSULATION 48" WIDE.
1" RIGID SLAB EDGE INSULATION (R-VALUE PER INCH = 5 MIN.)
4" BATT INSULATION R-11
4" BATT INSULATION R-11 - FULL HEIGHT IN ALL INTERIOR WALLS
BATT INSULATION MINIMUM R-49 W/6 MIL. VAPOR BARRIER
3 5/8" METAL STUDS AT 16" O.C. TYP.
2" RIGID WALL INSULATION
5/8" GYPSUM BOARD - EXTEND TO TRUSSES AT EXTERIOR WALLS
- REFER TO WALL TYPES ON SHEET A-5.4 FOR GYPSUM TYPES
6 MIL. VAPOR BARRIER
ACOUSTICAL CEILING TILES
5/8" EXT. GRADE PLYWOOD SHEATHING
NOT USED
ALUMINUM ENTRY DOOR - REFER TO A7.1
BLOK-FLASH THRU-WALL FLASHING
BY MORTAR NET LTD
PRE-FINISHED METAL CAP FLASHING
NOT USED
SLAB EDGE EXPANSION JOINT - NO R-VALUE REQUIRED
WALL OPENING FLASHING - PROVIDE END DAMS AT EACH END -
PROVIDE SPLICE COVERS AT ALL FLASHING JOINTS
2X10 PRESSURE TREATED WOOD BLOCKING
1X10 FASCIA BOARD
PRE-ENGINEERED WOOD TRUSSES WITH ENERGY HEAL
PROPER VENTS - LOCATED EVERY TRUSS CAVITY
ICE AND WATER SHIELD - TO EXTEND MINIMUM OF 36" BEYOND
EXTERIOR WALL
PRE-FINISHED STANDING SEAM METAL ROOF
PRE-FINISHED VENTED RIDGE CAP
PRE-FINISHED HIP CAP
PRE-FINISHED METAL DRIP EDGE
PRE-FINISHED ALUM. FASCIA
PRE-FINISHED VENTED ALUM. SOFFIT
PRE-FINISHED 8 IN ALUM BOX GUTTER
TWO PIECE COUNTER FLASHING
VINYL BASE
1 5/8" METAL STUDS @ 16" O.C.
PRE-FINISHED METAL TRIM
6" GRANULAR FILL (TO MATCH SPEC TERMINOLOGY)
VAPOR BARRIER
A5.3
SCALE - 1 1/2" = 1'-0"
DETAIL 1
A5.3
SCALE - 1 1/2" = 1'-0"
DETAIL 2
A5.3
SCALE - 1 1/2" = 1'-0"
DETAIL 3
CBA
B229-A5.3
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
3 5/8"
1'-3" 1'-3"
12 13 14
15 16
3 5/8" 3 5/8" 3 5/8"
6" 3 5/8"
1'-3"
3 5/8"
2 2
6 6
(NOT USED)(NOT USED)
(NOT USED)
RETURN TRIM,
TYPICAL.
GLASS
A.
F.
F.
FINISH
FLOOR
RECESSED
CABINET ASSEMBLY
M
AX
5/8" GYPSUM BOARD
4"
5/8" GYPSUM BOARD
REFER TO SPECIFICATIONS FOR MOUNTING
HEIGHT AND CABINET SIZE
MTL STUDS- SEE PLAN
FOR WALL TYPES
SCALE: 3"=1-0"
FIRE CABINET DETAIL
WALL TYPES
SCALE: 1"=1-0"
KEYNOTES
1 SMOOTH OR SPLIT-FACE CMU.
2 3 5/8" METAL STUDS @ 16"O.C.
3 6" METAL STUDS @ 16"O.C.
4 5/8" GYPSUM BOARD
5 2" RIGID INSULATION
6 5/8" MOISTURE RESISTANT GYPSUM BOARD
7 SOUND BATT INSULATION
8 6 MIL. VAPOR BARRIER
9 R-11 FIBER BATT INSULATION
GENERAL NOTES
1 ALL STUD WALLS TO EXTEND TO BOTTOM OF TRUSSES
CBA
B229-A5.4
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
A5.4
SCALE - 3" = 1'-0"
TYPICAL WALL TO TRUSS CONNECTION
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
4' -0
" M
AX
. T O
TO
P
O F
H
AN
D
LE
O R
E
XI
TI
N
G
2' -1
1"
30" MIN.
17"-19"
30" MIN.
48" MIN. CLR.
FL. SPACE
" M
IN
" M
AX
1'-3"
36"
MIN.
1'-0"
MAX42"
" T
O
12"6"
ND
M
IN
. TOILET
6"
1'-6"
" M
IN
" M
IN
" M
AX
LAV.
6" MAX.
8" MAX.
17" MIN.
9"
M
IN
LAV.
" M
AX
" M
AX
PTD/DISP
5' -0
2'
-8
VE
R
IF
Y
M O
U N
TI
N
G
FIRE
EXTINGUISHER
CABINET
FIRE
EXTINGUISHER
H
EI
G H
T W
IT
H
T H
E
FI
R E
M
AR
SH
AL
24"W X 36"H
MIRROR TYP.DRINKING
FOUNTAIN
CLEAR FLOOR SPACE PER
DRINKING FOUNTAIN
1' -5
40"
R
B
GGG
G G
B
R
N
P
M
P
M E
P F
N M
B
G
N
R
N
R
B
G
Q
E
F
NM
R
N
M R
Q Q
K
K
J
R
J
2'-0"20'-0"
2'-0"1'-6"2'-6"2'-6"2'-6"3'-0"5'-0"
5'-0"3'-0"3'-0"
MARK ITEM MOUNTING HT.
MOP AND BROOM HOLDER
WALL MOUNTED SINK WITH PIPING PROTECTIVE COVER
DRINKING FOUNTAIN
18" METAL SHELVES.
36" GRAB BAR
42" GRAB BAR
24" X 36" MIRROR
48" A.F.F. TO C
SEE PLBG
CENTER @ 34" A.F.F.
CENTER @ 34" A.F.F.
72" TO TOP
ACCESSORY SCHEDULE
34" A.F.F. MAX
SOAP DISPENSER
DOOR MOUNTED COAT HOOK
MULTI-ROLL TOILET PAPER DISPENSER
FLOOR MOUNTED WATER CLOSET
5'-6" A.F.F.
28" A.F.F. TO TOP
19" A.F.F.
NAPKIN DISPENSER/DISPOSAL 19" A.F.F. TO CENTER
MARK ITEM MOUNTING HT.
MOP BASIN SEE PLBG
PAPER TOWEL DISPENSER AND WASTE 40" A.F.F. TO BOT.
URINAL
PLASTIC PARTITIONS
17" A.F.F.
40" A.F.F.
60" A.F.F.
H
A
E
M
F
D
G
L
L
N
Q
R
N
N
N
M
R
Q R
Q
R
Q B
K
G
B
K
G
B
J
G
B K
G B
K
J
L
M
L
M
E
M
F
P
L
R
P
P
P
N L
M
2' -6
2'
-6
1' -3
2' -6
2'
-6
2' -6
2'
-9
5' -0
1'
-6
2' -6
3'
-6
3' -0
5'
-0
1' -6
A6.1
SCALE - 1/4" = 1'-0"
MENS ROOM
A6.1
SCALE - 1/4" = 1'-0"
MENS ROOM
A6.1
SCALE - 1/4" = 1'-0"
MENS ROOM
A6.1
SCALE - 1/4" = 1'-0"
MENS ROOM
A6.1
SCALE - 1/4" = 1'-0"
WOMENS RESTROOM
A6.1
SCALE - 1/4" = 1'-0"
STANDARD MOUNTING HEIGHTS
A6.1
SCALE - 1/4" = 1'-0"
WOMENS RESTROOM
A6.1
SCALE - 1/4" = 1'-0"
WOMENS RESTROOM
A6.1
SCALE - 1/4" = 1'-0"
WOMENS RESTROOM
A6.1
SCALE - 3/8" = 1'-0"
ENLARGED RESTROOM PLAN
CBA
B229-A6.1
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
VAPOR BARRIER
R-11 BATT
INSULATION
3 5/8" METAL
STUDS 16" O.C.
5/8" GYPSUM
BOARD
CONTINUOUS
SEALANT
LINE OF WALL
BEYOND
8" CMU
WEEP BAFFLE
THRU WALL FLSHING
STEEL LINTEL, SEE
STRUCTURAL DRAWINGS
EXPOSED STEEL
TO BE PAINTED
CONTINUOUS SEALANT
HOLLOW METAL FRAME,
GROUT SOLID WITH MORTAR
SMOOTH CMU FACE ON
RETURN OF OPENING
HOLLOW METAL DOOR
2" RIGID INSULATION
BLK. AT RIGID INSUL.
8" CMU
WEEP BAFFLE
THRU WALL FLSHING
STEEL LINTEL, SEE
STRUCTURAL DRAWINGS
EXPOSED STEEL
TO BE PAINTED
CONTINUOUS SEALANT
THERMALLY BROKEN
ALUMINUM DOOR
SMOOTH CMU FACE ON
RETURN OF OPENING
VAPOR BARRIER
R-11 BATT
INSULATION
3 5/8" METAL
STUDS 16" O.C.
5/8" GYPSUM
BOARD
CONTINUOUS
SEALANT
LINE OF WALL
BEYOND
2" RIGID INSULATION
2" WD. BLK.
BLK. AT RIGID INSUL.
VAPOR BARRIER
R-11 BATT
INSULATION
3 5/8" METAL
STUDS 16" O.C.
5/8" GYPSUM
BOARD
CONTINUOUS
SEALANT
8" CMU
MASONRY REINFORCING,
SEE STRUCTURAL
DRAWINGS
CONTINUOUS SEALANT
SMOOTH CMU FACE ON
RETURN OF OPENING
HOLLOW METAL FRAME,
GROUT SOLID WITH MORTAR
HOLLOW METAL DOOR
2" RIGID INSULATION
BLK. AT RIGID INSUL.
VAPOR BARRIER
5/8" GYPSUM
BOARD
CONTINUOUS
SEALANT
8" CMU
MASONRY REINFORCING,
SEE STRUCTURAL
DRAWINGS
CONTINUOUS SEALANT
SMOOTH CMU FACE ON
RETURN OF OPENING
THERMALLY BROKEN
ALUMINUM DOOR
3 5/8" METAL
STUDS 16" O.C.
R-11 BATT
INSULATION
2" RIGID INSULATION
2" WD. BLK.
BLK. AT RIGID INSUL.
FOUNDATION WALL, SEE
STRUCTURAL DRAWINGS
SMOOTH CMU FACE ON
RETURN OF OPENING
THERMALLY BROKEN
ALUMINUM DOOR
CONCRETE STOOP, SEE
STRUCTURAL DRAWINGS
SLAB EDGE
INSULATION
CONCRETE SLAB
ON GRADE, SEE
STRUCTURAL
DRAWINGS
VAPOR BARRIER
RIGID INSULATION
GRAVEL BASE
COMPACTED EARTH
LINE OF WALL
BEYOND
FOUNDATION WALL, SEE
STRUCTURAL DRAWINGS
SMOOTH CMU FACE ON
RETURN OF OPENING
HOLLOW CORE METAL DOOR
CONCRETE STOOP, SEE
STRUCTURAL DRAWINGS
SLAB EDGE
INSULATION
CONCRETE SLAB
ON GRADE, SEE
STRUCTURAL
DRAWINGS
LINE OF WALL
BEYOND
SEALANT
VAPOR BARRIER
RIGID INSULATION
GRAVEL BASE
COMPACTED EARTH
METAL STUDS @ 16" O.C.
CONTINUOUS SEALANT
(TYP. EACH SIDE)
HOLLOW METAL FRAME
5/8" GYPSUM BOARD
4 7/8"
2"
5 7/8"
BATT INSUL. WHERE REQ'D.
SEE WALL TYPES ON
FLOOR PLAN
METAL STUDS @ 16" O.C.
CONTINUOUS SEALANT
(TYP. EACH SIDE)
HOLLOW METAL FRAME
5/8" GYPSUM BOARD
4 7/8"
2"
5 7/8"
BATT INSUL. WHERE REQ'D.
SEE WALL TYPES ON
FLOOR PLAN
A7.1
SCALE: 1 1/2" = 1'-0"
DOOR HEAD DETAIL - HOLLOW METAL
A7.1
SCALE: 1 1/2" = 1'-0"
DOOR HEAD DETAIL - ALUMINUM
A7.1
SCALE: 1 1/2" = 1'-0"
DOOR JAMB DETAIL - HOLLOW METAL
A7.1
SCALE: 1 1/2" = 1'-0"
DOOR SILL DETAIL - HOLLOW METAL
A7.1
SCALE: 1 1/2" = 1'-0"
DOOR SILL DETAIL - ALUMINUM
A7.1
SCALE: 1 1/2" = 1'-0"
DOOR JAMB DETAIL - ALUMINUM
A7.1
SCALE: 1 1/2" = 1'-0"
DOOR JAMB DETAIL - HOLLOW METAL
A7.1
SCALE: 1 1/2" = 1'-0"
DOOR HEAD DETAIL - HOLLOW METAL
CBA
B229-A7.1
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
SE
E
SC
H
ED
U
LE
SEE
SCHED.
A
8"
6"
1' -0
SE
E
SC
H
ED
U
LE
SEE
SCHED.
B
6"
8"
2' -6
DOOR AND FRAME SCHEDULE
DOOR FRAME
NUMBER WD HGT TYPE FINISH TYPE
100A (2) 3'-0" 7'-2" DK BRONZE ---
NOTES
MAT'LTHK
1-3/4"
MATERIAL
SIZE
GLAZING FINISH
FIRE
RATING
LABEL
HARDWARE
GROUP NUMBER
ALUMN A FULL LITE 4 DK BRONZE
---100B 7'-2" 1-3/4" ALUMN A FULL LITE 4
SSPWOOD 1 P-A110 3'-0" 7'-0" ---1-3/4" ---C
ALUM
ALUM
HM
DK BRONZE DK BRONZE
102 3'-0" 7'-0" ---1-3/4" --- 1 P-AC HMWOOD SSP 5
103 3'-0" 7'-0" SSP ---1-3/4" WOOD --- 1 P-AC HM 3
104 3'-0" 7'-0" ---1-3/4" WOOD 1 P-AC HMSSP--- 5
3'-0" 7'-0" ---1-3/4" WOOD --- 1 P-AC HMSSP 7
3'-0" 7'-0" ---1-3/4" WOOD --- 1 P-AC HMSSP 7
SSPWOOD 1 P-A3'-0" 7'-0" ---1-3/4" ---C HM 7
105 SSPWOOD 1 P-A3'-0" 7'-0" ---1-3/4" ---C HM 7
106 SSPWOOD 1 P-A3'-0" 7'-0" ---1-3/4" ---C HM 7
107 SSPWOOD 1 P-A3'-0" 7'-0" ---1-3/4" ---C HM 7
108B P-A 3 P-A12'-0" ---1-3/4" ---C HM 11
109 SSPWOOD 1 P-A3'-0" 7'-0" ---1-3/4" ---C HM 3
108A SSP 1 P-A7'-0" ---1-3/4" ---C HM 9
108C P-AINS HM 3 P-A7'-0" ---1-3/4" ---C HM 1
114 P-AINS HM 3 P-A7'-0" ---1-3/4" ---C HM 1
100A
100B
108B
108A
108C
(2) 3'-0"
(2) 3'-0"
(2) 3'-0"
(2) 3'-0"
(2) 8'-0"
REMOVABLE MULLION
REMOVABLE MULLION
REMOVABLE MULLION
REMOVABLE MULLION 12'-4" M.O.
INS HM
INS HM
SE
E
SC
H
ED
U
LE
SEE
SCHED.
C
ALUM - ALUMINUM
HM - HOLLOW METAL
INS HM - INSULATED METAL
SW- SOLID CORE WOOD
P-A- PAINT ALKYD
PT- PAINT LATEX
SSP- STAIN, SEAL AND POLYURETHANE
ROOM FINISH SCHEDULE
NUMBER NAME FLOOR SOUTH WESTBASE
WALLS
EAST
CEILING
NUMBERMATERIAL NOTESHEIGHT
100 VESTIBULE PT/GYP. BD 24x48 ACT
101 HALLWAY
104 VB
NORTH
VB
VB
VB
PT/GYP. BD PT/GYP. BD PT/GYP. BD
24x48 ACT
24x48 ACT
8'-0"
PT/GYP. BD PT/GYP. BD PT/GYP. BD PT/GYP. BD
PT/M-GYP.
BD
PT/M-GYP.
BD
PT/M-GYP.
BD
PT/GYP. BD PT/GYP. BD PT/GYP. BD PT/GYP. BD108
PT/GYP. BD PT/GYP. BD PT/GYP. BD PT/GYP. BD109
GYP. BD
VB PT/GYP. BD PT/GYP. BD PT/GYP. BD PT/GYP. BD
VB PT/GYP. BD PT/GYP. BD PT/GYP. BD PT/GYP. BD
GYP. BD
VB
VB
VB
VB
PT/M-GYP.
BDVB
PT/M-GYP.
BD
FRP 4FT HIGH BEHIND MOP BASIN,
BOTH DIRECTIONS
8'-0"
8'-0"
14'-0"
8'-0"
8'-0"
8'-0"
14'-0"
14'-0"
8'-0"
PT/M-GYP.
BD
MEN RESTROOM
JANITOR CLOSET
WOMEN RESTROOM
TECH. OFFICE
CLASSROOM
HEAT TRAINING SUITE
STORAGE ROOM
BREAK ROOM
SHOWER ROOM
24x48 ACT
24x48 ACT
PT/GYP. BD PT/GYP. BD PT/GYP. BD
24x48 ACT
24x48 ACT
24x48 ACT
PT/GYP. BD PT/GYP. BD PT/GYP. BD PT/GYP. BDVBOFFICE 8'-0"24x48 ACT
107 PT/GYP. BD PT/GYP. BD PT/GYP. BD PT/GYP. BDVBOFFICE 8'-0"24x48 ACT
PT/GYP. BD PT/GYP. BD PT/GYP. BD PT/GYP. BDVBOFFICE 8'-0"24x48 ACT
114 VBMECHANICAL ROOM CONC PT/GYP. BD PT/GYP. BD PT/GYP. BD GYP. BD 14'-0"
PT/M-GYP.
BD
PT/M-GYP.
BD
PT/M-GYP.
BD
PT/M-GYP.
BD
PT/M-GYP.
BD
PT/M-GYP.
BD
PT/M-GYP.
BD
PT/M-GYP.
BD
PT/M-GYP.
BD
PT/M-GYP.
BD
PT/M-GYP.
BD
PT/GYP. BD
PT/GYP. BD
8'-0"
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
CONC
ACT- ACOUSTICAL CEILING TILE
CONC - SEALED CONCRETE
FRP - FIBERGLASS REINFORCED PLASTIC
GYP. BD - GYPSUM BOARD
M-GYP. BD - MOISTURE RESISTANT GYPSUM BOARD
SGB- SUSPENDED GYPSUM BOARD
EXTERIOR COLOR SCHEDULE
(NOTE: CONTRACTOR TO MATCH COLORS LISTED.)
ROOF
COUNTY MATERIALS CREAM #12-080C
MTL TRIM
SNOW GUARDS
SOFFIT
EXPOSED LINTELS
SMOOTH SURFACE CMU FOR TWO
CENTER ACCENT BANDS
SPLIT FACE CMU TOP & BOTTOM
SMOOTH FACE BANDS
CMU MORTAR
ALUM DOORS & FRAMES
(INTERIOR & EXTERIOR)
EXTERIOR GLASS
EXTERIOR HOLLOW MTL
DOORS & FRAMES
INTERIOR HOLLOW MTL
DOORS & FRAMES
INTERIOR COLORS
NUMBER NAME FLOOR BASE WALLS CEILING MISC
INTERIOR WOOD DOORS
COUNTY MATERIALS MUSHROOM #12-028A
COUNTY MATERIALS WHITE CEMENT #1385
DARK BRONZE
CLEAR LOW-E INSULATING
EXTERIOR FACE DOOR & FRAME DARK BRONZE.
INTERIOR FACE DOOR & FRAME SW 6126 NAVAJO WHITE.
MATCH EXISTING COLOR OF ADJACENT
BLDG 222, 223,225 & 227
DARK BRONZE
DARK BRONZE
DARK BRONZE
DARK BRONZE
TRIMCO SANDSTONEEXTERIOR CAULK
EXTERIOR HOLLOW MTL DOOR &
FRAME EXTERIOR FACE DOOR & FRAME BRONZE
MINWAX 210B GOLDEN OAK
S10 6126 NAVAJO WHITE
MECHANICAL ROOM INTERIOR FACE DOORS & FRAME SW7066 GRAY MATTERS.
1. GYPSUM BOARD - SHERWIN WILLIAMS SW6385, DOVER WHITE.
2. NOT USED.
3. VINYL BASE JOHNSONITE 28 - MEDIUM GRAY.
4. SEALER.
5. NOT USED.
6. NOT USED.
7. VINYL BASE JOHNSONITE 63-BURNT UMBER.
8. CEILING TILE & GRID - WHITE.
9. TOILET PARTITIONS - SCRANTON PRODUCTS GLACIER GRAY.
100 VESTIBULE
101 HALLWAY
MEN RESTROOM
JANITOR CLOSET
WOMEN RESTROOM
TECH. OFFICE
CLASSROOM
HEAT TRAINING SUITE
STORAGE ROOM
BREAK ROOM
SHOWER ROOM
OFFICE
107 OFFICE
OFFICE
114 MECHANICAL ROOM
4 3 1 8
3 1 8
3 1 8
3 1 1
3 1 8
7 1 8
7 1 8
7 1 8
7 1 1
3 1 1
7 1 8
7 1 8
3 1 8
3 1 8
3 1 1
SEE
SCHEDULE
7' -2
2" 7'
-0
H.M.
2"
SEE
SCHEDULE
7' -2
2" 7'
-0
H.M.
2"
7' -4
4" 7'
-0
SEE SCHEDULE
H.M.
REMOVABLE
MULLION
2"
SEE SCHEDULE
7' -4
2" 7'
-2
ALUM.
REMOVABLE
MULLION
EXTERIOR
ONLY
2"
SCALE: 1/4"=1'-0"
DOOR TYPES
CBA
B229-A8.1
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
SCALE: 1/4"=1'-0"
FRAME TYPES
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
SPRINKLER SYSTEM WATER FLOW SWITCH
SPRINKLER SYSTEM TAMPER SWITCH
WEATHER PROOF FIRE SPEAKER/STROBE
F.A. AUDIO / VISUAL (SPEAKER/STROBE)
WG = WIRE GUARD PROTECTED
GAS DETECTOR
MAGNETIC DOOR HOLDER
STROBE LIGHT
END OF LINE RESISTER
X = EXTERIOR
F.A. HORN
X
HEAT DETECTOR WITH AUXILIARY CONTACTS
SMOKE DETECTOR WITH AUXILIARY CONTACTS
MOUNTING HEIGHTS FOR FIRE ALARM DEVICES:
MAGNETIC DOOR HOLDERS = AS SPECIFIED
FIRE ALARM CONTROL PANEL(FACP)
HEAT DETECTOR
DUCT SMOKE DETECTOR
SMOKE DETECTOR
CARBON MONOXIDE DETECTOR
MANUAL PULL STATION = 48"
HORN/STROBE = 80"
STROBE LIGHTS = 80"
FIRE ALARM ANNUNCIATOR
MANUAL PULL STATION
NOTES:
FIRE ALARM SYMBOL LEGEND
RESCUE ASSISTANCE ANNUNCIATOR
RESCUE ASSISTANCE CALL STATION
F0.0
NOT TO SCALE
FIRE PROTECTION RISER DIAGRAM
1. WATER SERVICE FROM POST INDICATOR VALVE
2. 6"X6"X6" TEE
3. 2” FULL PORT BALL VALVE WITH BLIND FLANGE FOR RISER PUMP OUT
4. DOUBLE CHECK BACKFLOW PREVENTER
5. RISING STEM GATE VALVE WITH TAMPER SWITCH
6. PRESSURE GAGE
7. DRY PIPE VALVE (TRIM NOT SHOWN)
8. MAIN DRAIN
9. MAIN DRAIN VALVE
10. CHECK VALVE
11. FIRE DEPARTMENT CONNECTION
12. BALL DRIP VALVE
13. WATER FLOW SWITCH
14. ALARM GONG
15. LINE DRAIN
16. 1” AIR COMPRESSOR CONNECTION FOR PLUMBING SYSTEM BLOWOUT
TO DRY
SPRINKLER
SYSTEM
NOTE:
SIZES AND ORIENTATIOIN
MAY CHANGE FROM BUILDING
TO BUILDING.
TO BUILDING
WATER SERVICE
CBA
B229-F0.0
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
FIRE ALARM CONTROL PANEL
SIG-COM PANEL
TRANSMITTER
TRANSMITTER ANTENNA & MOUNTING BRACKET
F1.1
SCALE - 3/16" = 1'-0"
FIRE ALARM PLAN
CBA
B229-F1.1
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
LIGHT HAZARD OCCUPANCY
DESIGN FOR 0.10 GPM/SQ. FT.
COVERAGE FOR ENTIRE BLDG.
INCLUDING ATTIC SPACE AREA
CONTRACTOR SHALL DESIGN/BUILD A DRY PIPE SYSTEM IN ACCORDANCE WITH NFPA 13 (2007) AND UFC 3-600-01 FIRE PROTECTION ENGINEERING FOR FACILITIES, WITH ALL REQUIRED FIRE ALARM SYSTEM SUPERVISORY SWITCHES, SENSORS, AND FIRE DEPARTMENT CONNECTIONS. THE SYSTEM SHALL PROVIDE COVERAGE FOR THE ENTIRE BUILDING, INCLUDING THE ATTIC SPACE AREA. ALL SYSTEM MATERIAL, HANGER COMPONENTS AND INSTALLATION METHODS SHALL BE IN COMPLIANCE NFPA 13 (2007). TESTING STATIONS SHALL BE INSTALLED AT THE END OF EACH SPRINKLER RISER, WITH THE DISCHARGE PIPE INSTALLED THROUGH THE WALLS. THE TEST VALVES SHALL BE INSTALLED AT THE END OF EACH RISER IN THE SUSPENDED CEILING.
BUILDING IS SUBJECT TO DEACTIVATION DURING WINTER MONTHS; THEREFORE SPRINKLER HEAD PENDANTS SHALL BE CHARGED WITH AN INERT GAS TO PREVENT WATER FROM ACCUMULATING IN THEM. IN ADDITION, ALL PIPING SHALL BE INSTALLED WITH SUFFICIENT PITCH TO ENSURE ALL WATER WILL COMPLETELY DRAIN FROM THE SYSTEM AFTER ALL TESTS. THE FIRE LATERAL SHALL CONTAIN A "TEE" WITH A PLUG IMMEDIATELY AFTER PENETRATING THE CONCRETE FLOOR; THE "TEE" IS TO ALLOW THE RISER TO BE PUMPED OUT UPON DEACTIVATION.
CONTRACTOR SHALL DETERMINE VOLUME AND PRESSURE OF INCOMING WATER SUPPLY FROM WATER FLOW TEST DATA AND THEN DESIGN SYSTEM TO NFPA 13
LIGHT HAZARD OCCUPANCY REQUIREMENTS. GOVERNMENT WILL PROVIDE FLOW TEST DATA.
1.
2.
3.
GENERAL NOTES
6"
COMBINED 6"FIRE PROTECTION/
DOMESTIC WATER SERVICE.
(BY FIRE PROTECTION CONTRACTOR)
FIRE DEPARTMENT CONNECTION
5" STORZ FLUSH MOUNTED
WALL TYPE
INSPECTORS TEST CONNECTION
6"INV. EL. 94.00
DRY PIPE SPRINKLER
SYSTEM AIR COMPRESSOR
DRY PIPE
SPRINKLER RISER
6" REDUCED PRESSURE
PRINCIPAL BACKFLOW PREVENTER
F1.2
SCALE: 3/16"= 1'-0"
FIRE PROTECTION PLAN
CBA
B229-F1.2
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
NOTE: SOME SYMBOLS LISTED IN THIS SCHEDULE MAY NOT APPEAR ON DRAWINGS.
HVAC CONTRACTOR
SITE UTILITY CONTRACTOR
GENERAL CONTRACTOR
FIRE PROTECTION CONTRACTOR
ELECTRICAL CONTRACTOR
HC
EC
FPC
SC
GC
ABOVE FINISH FLOOR
VENT THROUGH ROOF
DIRECTION OF FLOW
PIPE DOWN OR DROP
WATER HAMMER ARRESTOR
FLUSH CLEANOUT/WALL CLEANOUT
PIPE SIZE (FIXTURE UNIT VALUE)
PRESSURE REDUCING VALVE
BACKFLOW PREVENTER
PLUMBING CONTRACTOR
WASTE STACK
VENT STACK
VTR
AFF
PC
VS
WS
WHA
FCO/WCO
PIPE CAP
PIPE UP OR RISE
CHECK VALVE
BALANCING VALVE
GAS COCK
GATE VALVE
BALL, CHECK & BALANCING VALVE
STORM PIPING ABOVE GRADE
PUMPED DISCHARGE
VENT PIPING BELOW GRADE
STORM PIPING BELOW GRADE
WASTE/SOIL ABOVE GRADE
VENT PIPING ABOVE GRADE
WASTE/SOIL BELOW GRADE
HOT WATER RETURN
ST
NATURAL GAS
BALL VALVE
V
PD
G
HWR
V
W
ST
W
COLD WATER
HOT WATERHW
CW
ELEVATION REFERENCE
SYMBOL LEGEND
DETAIL TITLE
DRAWING TITLE
SCALE
SHEET NUMBER
ABBREVIATIONS
A3.2
A4.1
SCALE - 1/8" = 1'-0"
TITLE
REDUCED PRESSURE PRINCIPLE
BACKFLOW PREVENTER
GENERAL NOTES
1. ALL HOSE BIBBS FAUCETS TO BE PROVIDED WITH A N
APPROVED BACKFLOW PREVENTER.
2. ALL WATER HEATERS SHALL HAVE AN APPROVED
TEMPERATURE AND PRESSURE RELIEF VALVE WITH
PIPING TO WITHIN 6" OF FINISHED FLOOR.
DISCHARGE PIPING SHALL RUN TO A STATE
APPROVED FLOOR DRAIN AND SHALL NOT
DISCHARGE TO ANY OTHER FIXTURE SUCH AS A
MOP BASIN.
3. VALVE ALL FIXTURES, MAINS, BRANCHES, RISERS,
AND WATER HEATERS PER INTERNATIONAL
PLUMBING CODE AS STATED IN SECTION 606.2.
4. ALL VENTS CONNECT TOGETHER 38" ABOVE FLOOR
OR HIGHER.
5. PROVIDE HANDICAP LEVER HANDLE FAUCETS ON
ALL LAVATORIES IN NON-RESIDENTIAL
INSTALLATIONS WITH A MAXIMUM FLOW RATE OF 1.0
GPM FOR NON-MIXING DEVICES.
6. ALL WATER CLOSETS FOR PUBLIC USE TO HAVE A
MAXIMUM FLUSHING CAPACITY OF 1.6 GALLONS,
ELONGATED BOWL AND OPEN FRONT SEAT LESS
COVER.
7. ALL MATERIALS SHALL COMPLY WITH SECTIONS 605
& 702 IN THE INTERNATIONAL PLUMBING CODE.
8. ALL SOLDER SHALL BE LEAD FREE WITH REQUIRED
FLUX.
9. ALL HORIZONTAL DRAIN PIPE 3" OR SMALLER SHALL
BE INSTALLED AT A 1/4" PER FOOT PITCH.
10. ALL HORIZONTAL DRAIN PIPE 4" OR LARGER SHALL
BE INSTALLED AT A 1/8" PER FOOT PITCH UNLESS
OTHERWISE NOTED.
11. ALL SEWER LATERALS INSTALLED WITH A 2" OR
LARGER WATER SERVICE SHALL MAINTAIN A 8'
MINIMUM SEPARATION WHEN INSTALLED IN THE
SAME TRENCH.
12. ALL SEWERS THAT CONNECT TO PUBLIC MAINS
SHALL BE INSTALLED AT A 42" MINIMUM DEPTH
BELOW FINISHED GRADE TO THE TOP OF THE
SEWER PIPE. IF SEWER PIPING IS INSTALLED AT A
SHALLOWER DEPTH THAN 42" THE PIPING SHALL BE
INSULATED.
13. ALL PLUMBING FIXTURES AND ACCESSORIES SHALL
COMPLY WITH SECTION 401 OF THE INTERNATIONAL
PLUMBING CODE.
14. ALL SEWER AND WATER PIPE CROSSING SHALL BE
INSTALLED AS PER SECTION 603.2 OF THE
INTERNATIONAL PLUMBING CODE.
15. ALL P-TRAPS FOR LAVATORIES SHALL BE 1 1/2". (IF 1
1/4" P-TRAPS ARE USED A 1 1/2" CLEANOUT SHALL BE
PROVIDED.
16. DO NOT SCALE PLUMBING PLANS FOR INSTALLATION
PURPOSES; REFER TO ARCHITECTURAL PLANS FOR
ALL DIMENSIONS.
17. ALL EQUIPMENT SHALL BE PROVIDED WITH AN
APPROPRIATE BACKFLOW DEVICE THAT COMPLIES
WITH SECTION 608.15 OF THE INTERNATIONAL
PLUMBING CODE.
18. ALL WATER PIPING THAT IS LOCATED UNDER THE
FINISHED FLOOR SHALL BE INSTALLED AT A MINIMUM
OF 6" BELOW THE BOTTOM OF THE CONCRETE SLAB.
INSULATE ALL COLD WATER PIPING THAT
PENETRATES THE CONCRETE FLOOR STARTING 6"
BELOW THE CONCRETE FLOOR.
19. ENSURE TRAP EVAPORATION PROTECTION .
20. TRACER WIRE SHALL BE INSTALLED ON ALL BURIED
NON-METALLIC PIPING.
21. INSULATE ALL EXPOSED COLD AND HOT WATER
PIPING IN BUILDING. INSULATE ALL UNDERGROUND
HOT WATER PIPING. USE 1/2" RUBATEX OR EQUAL
PIPE INSULATION WITH FITTINGS AND ADHESIVE AS
RECOMMENDED BY THE MANUFACTURER.
22. INSTALL FLOOR DRAIN RIM ELEVATIONS 1
2" BELOW
FINISHED FLOOR ELEVATION.
CBA
B229-P0.0
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
FD-1FD-1
L-1
WC-1
L-1
L-1
L-1
L-1
DF-1
WC-2WC-2
WC-1
WC-1 UR-2
UR-1
UR-1
UR-1
3"
4"4"
2"2"
2"
2"
FCO
4"
FD-2
3"
FCO
4"
4"
6"
2"
MB-1
4"
S-1
2"
2"
4"
4"
4" 4"
4"
WCO
WCO
2"
4"
4"INV. EL. 94.00
4"SANITARY SEWER
FOR CONTINUATION
SEE SITE UTILITY PLAN
6"COMBINED FIRE
PROTECTION/ DOMESTIC
WATER SERVICE (BY FIRE
PROTECTION CONTRACTO
2"W-11 2"V
2"V
2"W-11 2"V
2"W-2"V-2"WCO
2"W-11 2"V
2"V
4"W-2"V-4"WCO
2"W-11 2"V
2"W-11 2"V
WCO
4" 2"W-11
2"V
3"W-3"VS-3"WCO
2"
FD-1
2"
2"
SH-1
4"
L-1
2"W-2"V
2"V
4"
3" VTR
WC-2
WC-2
WC-1
WC-1
WC-1
UR-2
UR-1
UR-1
MB-1
L-1
L-1
L-1
L-1
L-1
DF-1
FCO
FD-1
FD-1
WCO
WCO
3"(3)
2"(2)
4"(6)
4"(6)
4"(6)
4"
2" 2"
2"
2"
2"
2"
WCO
2"
2"
2"
2"
2"
2"
2"
3"
3"
2"
2"(0.5)
2"
2"(1)
2"
2"
2"(2)
2"(3)
2"(2)
4"(6)
2"(2)
4"(50)
4"(44)
4"(41)
4"(36)
4"(12)
2"
3"
4"(16)
4"
4"(60.5 DFU)
FCO 4"(60.5) FD-2
3"(3)
4"(50.5)
2"
2"
2"
2"(1)
4"
2"
2"
2"
2"
4"(50)
4"SANITARY SEWER
FOR CONTINUATION
SEE SITE UTILITY PLAN
2"
2"
2"
2"
2"11
2"
2"
UR-1
2"
S-1
2"(2)
L-1
2"(1)
2"
2"(2)
2"(2)
SH-1
FD-1
2"
2" 11
2"
2"
2"
4"(51.5)
4"(53.5)
4"(55.5)
4"(57.5)
NOTE:
DRAINAGE FIXTURE UNITS (DFU)
ARE INDICATED IN PARENTHESIS.
P1.1
SCALE: 3/16"= 1'-0"
BELOW GRADE PIPING - PLUMBING
P1.1
SCALE: NONE
DWV ISOMETRIC
CBA
B229-P1.1
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
2985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
L-1
(2) HB-1
(2) HB-1
HB-1
2" 2"
2"
2"
2"
4"
FCO
2" 3 4"
4"
2"
L-1
L-1
HB-1
L-1
L-1
UR-1
UR-1
UR-1
UR-2
WC-1
WC-2WC-2
WC-1
WC-1
FD-1FD-1
FCO
MB-1
DF-1
S-1
4"
2"
2"
2"
2"
2"
2"1"
WH-1
2"V
2"V
2"V
2"V
2"V
2"V
2"V
3"VENT
STACK UP
TO 3"VTR
2"V
2"V 2"1"
(2) HB-1
L-1
SH-1
FD-1
2"
(2) HB-1
4"
4"
4"
2"V
2"V
2"V 2"1"
HB-1 2 " WATER SERVICE
W/ BUILDING
CONTROL VALVEFD-2
WH-2
P1.2
SEE
6" REDUCED PRESSURE
PRINCIPLE BACKFLOW
PREVENTER (RPPBP)
SPRINKLER
RISER
6" POST INDICATOR
VALVE (SEE SHEET
C4.1 FOR LOCATION)
HB-1WC-2
WC-2
WC-1
WC-1
WC-1
UR-2
UR-1
UR-1
UR-1
MB-1
L-1
L-1
L-1
L-1
L-1
(2) HB-1
(2) HB-1DF-1
HB-1
2"TYP. (3)
4"
4"
2"(2)
4"
4"
4"
2"(3)11
4"(9.5)
2"(16)
2"(22.5)
2"(37.5)
2"(9)
2"
4"
2"
2"(3)
2"(0.25)
4"(4.5)
4"(4.5)
P&T RELIEF
2"(61.25)
2"(47.5)
4"(3.25)
4"(4)
2"(49.5)
4"(6)
2"(58)
2"TYP. (0.5)
4"TYP. (2)
2"(29)
1"TYP. (6.5)
1"(22.5)
1"(10.5)
1"(10.5)
2"(95.75)
2"(99.75)
4"(4)
2"(73.25)
1"(22.5)
WH-1
4"(5)
4"(5)
S-1
(2) HB-1
2"TYP. (3)
4"(5)
4"(5)
(2) HB-1
2"TYP. (3)
L-1
SH-1
4"(7)
4"(7)
4"(12)
4"(12)
NOTE:
WATER SUPPLY FIXTURE UNITS (WSFU)
ARE INDICATED IN PARENTHESIS.
THERMOMETER
ABOVE FINISHED
FULL SIZE TO 6"
PIPE DISCHARGE
PRESSURE RELIEF
TEMPERATURE AND
A.S.M.E. APPROVED
FLOOR
VALVE
WATER HEATER
UNION (TYP.)
BALL VALVE (TYP.)
COLD WATER TO HEATER
HOT WATER TO FIXTURES
P1.2
SCALE : NONE
ELECTRIC WATER HEATER
VACUUM RELIEF VALVE
VACUUM
RELIEF
VALVE
THERMAL
EXPANSION TANK
2"(3)
HB-1
THERMAL
EXPANSION
TANK
WITH DRAIN
WATER HEATER DRAIN
WITH HOSE BIBB
2" DOMESTIC WATER SERVICE TAP
(88.75 WSFU = 65 GPM)
2" WATER SERVICE
W/ BUILDING
CONTROL VALVE
2"DOMESTIC WATER SERVICE TAP
(88.75 WSFU = 65 GPM)
6"
6"
SPRINKLER
RPPBP
COMBINED 6" DIP FIRE PROTECTION/
DOMESTIC WATER SERVICE.
(BY FIRE PROTECTION
CONTRACTOR)
O
PE
N
PITCH 6" ELBOW
6" x 2" REDUCER
2" FULL-PORT BALL VALVE
WITH PLUGGED OUTLET
FOR RISER PUMP-OUT
1" AIR COMPRESSOR
CONNECTION FOR
SYSTEM BLOW-OUT
6" POST INDICATOR VALVE
SEE SHEET C6.1
BY FIRE PROTECTION
CONTRACTOR
6" PVC SEE SHEET C4.1
WORK OF PLUMBING
CONTRACTOR STARTS HERE
WH-2
P1.2
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