W911SA19B2009_Attachment_2_CLIN_0001_Drawings.pdf
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- Construct 5 Buildings at Fort McCoy, WI Federal contract opportunity
- Solicitation number
- W911SA19B2009
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Attachment 2 CLIN 0001 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'
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 COMMUNICATION 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
B224-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
1/6 CLIN0001
CONSTRUCT TACTICAL ANALYSIS
FEEDBACK FACILITY (TAFF)
BUILDING 224
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
LINTEL SCHEDULE
L-1 W8x18 W/ 3/8" BOTT. PLATE & 3/8" x 4" STUDS @ 16" O.C. TOP
7 1/2" MIN. NOTES #1,2,3
NOTES:
1. CMU CORES W/HEADED STUDS SHALL BE GROUTED
2. GROUT & REINFORCE JAMB W/ (1) #5.
3. PROVIDE 7"x10"x 3/8" BEARING PLATE IN MASONRY WALL W/ (2)
1/2" Ø x 6" HEADED STUDS WELD BEAM TO PLATE
LINTEL DESCRIPTION BEARING
EA. END REMARKS
MASONRY REINFORCING SCHEDULE
NOTES:
1. IN ADDITION TO THE SCHEDULED VERTICAL REINFORCING, ALL CONCRETE BLOCK
WALLS, INCLUDING THOSE WITH NO SCHEDULED REINFORCING, SHALL HAVE ALL
CORES AT CORNERS AND ADJACENT TO OPENINGS GROUTED AND REINFORCED
WITH (1) #5 BAR.
2. SEE FOR REINFORCING ADJACENT TO EXTERIOR OPENINGS IN CMU WALLS.
3. ALL MASONRY COURSING SHALL BE RUNNING BOND UNLESS NOTED OTHERWISE.
4. MASONRY REINFORCING SHALL BE GRADE 60.
5. f'm = 1500 PSI, MORTAR TYPE S COMPRESSIVE STRENGTH = 1800 PSI, ASTM-C-270
6. MATERIALS:
A. CMU UNITS SHALL COMPLY WITH ASTM C-90, GRADE N.
CMU UNITS SHALL HAVE MIN. 28 DAY COMPRESSIVE STRENGTHS:
NET AREA = 2150 PSI
GROSS AREA = 1000 PSI
B. MORTAR TYPE S (1800 PSI).
C. MASONRY GROUT ASTM C476 (2500 PSI MIN.)
7. REINFORCING SPLICE LAP LENGTHS (MINIMUM):
#4 BARS: 25"
#5 BARS: 31"
#6 BARS: 52"
#7 BARS: 61"
#8 BARS: 75"
8. HORIZONTAL JOINT REINFORCING REQUIRED AT EVERY COURSE BELOW GRADE &
EVERY OTHER COURSE ABOVE GRADE UNLESS NOTED OTHERWISE.
9. MASONRY MARK INDICATES SIZE & REINFORCING OF CMU'S ABOVE GRADE.
10. CONTROL JOINTS:
-PROVIDE MCJ'S AT 24'-0" O.C. MAX. SPACING.
-ONE CORE SHALL BE GROUTED & REINFORCED EACH SIDE OF CONTROL
JOINTS.
-HORIZONTAL JOINT REINFORCING SHALL NOT CONTINUE THROUGH JOINT.
-BOND BEAM REINF SHALL EXTEND THROUGH JOINT
-SEE ARCHITECTURAL ELEVATIONS FOR CONTROL JOINT LOCATIONS.
11. MASONRY UNITS BELOW GRADE SHALL BE GROUTED SOLID.
12. PROVIDE BOND BM. W/ (2) #5 BOTT. @ JOIST BEARING.
13. MASONRY SHALL COMPLY WITH BUILDING CODE REQUIREMENTS FOR MASONRY
STRUCTURES (ACI 530-11/ASCE 5-11/TMS 402-11), SPECIFICATION FOR
MASONRY STRUCTURES (ACI 530.1-11/ASCE 6-11/TMS 602-11) AND THEIR
RESPECTIVE COMMENTARIES. THIS INCLUDES PROVISIONS FOR COLD AND HOT
WEATHER CONSTRUCTION REQUIREMENTS.
14. NON-SCHEDULED LINTELS IN NON-BEARING INTERIOR WALLS SHALL BE:
OPENING WIDTH LINTEL
X ≤ 4'-0" 8"D BOND BM W/ (2) #4 BOTT.
4'-0" < X ≤ 6'-0" 16"D BOND BM W/ (2) #4 BOTT.
15. SEE SHEET S7.2 FOR TYPICAL MASONRY REINFORCING DETAILS
16. MASON SHALL MARK GROUTED & REINFORCED CORES WITH A PENCIL "X" FOR EASY
IDENTIFICATION DURING CONSTRUCTION.
17. BRACE MASONRY WALLS UNTIL ROOF SYSTEM IS IN PLACE.
MARK
M-1
BLOCK WIDTH
8"
VERTICAL REINFORCING
#5 @ 48" O.C.
DOWELS (CMU TO FOOTING)
#5 x 3'-6" @ 48" O.C.
TYPICAL LINTEL CONFIGURATION
7 1/2"@ 8" WALL
11 1/2"@ 12" WALL
1/8 4@12
L-X @ MASONRY WALL
STRIP FOOTING SCHEDULE
MARK WIDTH REINFORCINGDEPTH
SF-1 (4) #5 CON'T
SEE PLAN & GENERAL NOTES FOR ADDITIONAL INFORMATION.
3'-0" 12"
CONCRETE SCHEDULE
CLASS OF CONSTRUCTION
CLASS A
STRENGTH
@ 28 DAYS
MAXIMUM
AGGREGATE
MINIMUM CEMENT
(BAGS/CY)
AIR CONTENT
BY VOLUME
MAXIMUM
WATER/CEMENT
5% TO 7%
CLASS B CLASS C CLASS D CLASS E CLASS F
4000 PSI 4000 PSI 4000 PSI 4000 PSI 4000 PSI 3000 PSI
3 1/2" 3 1/2" 3 1/2"4" 4" 8"
3/4" 3/4" 1 1/2" 5/8" 3/8"
6 6 5 3/45 1/4 5 5 1/4
1% TO 3% 5% TO 7% 1% TO 3% 1% TO 3% 1% TO 3%
.45 .45 .45 .65.50 .50
SPECIFIC USE CLASS
FOUNDATION & RETAINING WALL FOOTINGS
COLUMN FOOTINGS
EXTERIOR WALLS & PIERS
EXTERIOR SLABS, STOOPS, WALKS, CURBS
MEZZANINE FLOOR SLABS
CMU BOND BEAMS, COREFILL (MASONRY GROUT)
A OR B
A OR B
C A
B
E F
3/4"
NOTES:
1. CLEAR CONCRETE COVER FOR REINFORCING STEEL:
A. MASONRY: LOCATE IN CENTER OF WALL (U.N.O.)
B. WALLS: 2" EXTERIOR FACES
1 1/2" INTERIOR FACES
C. FOOTINGS: 2" FORMED EDGES
3" CAST AGAINST GROUND
2. REINFORCING STEEL SHALL COMPLY WITH ASTM A615 GRADE 60
3. STANDARD BAR HOOKS:
#4: 6" #5: 7.5" #6: 9" #7: 10.5" #8: 12"
4. DO NOT WELD OR FIELD BEND REINFORCING BARS. EXCEPT AS APPROVED BY
ENGINEER.
5. LIMIT SIZE OF CONCRETE POURS. MAXIMUM LENGTH OF WALL AND SLAB POURS
SHALL NOT EXCEED 60 FT.
6. BEFORE CONCRETE IS PLACED, CONSTRUCTION JOINTS SHALL BE CLEANED AND
LAITANCE REMOVED AND SURFACE WETTED. STANDING WATER SHALL BE REMOVED.
7. CONSTRUCTION JOINTS SHALL HAVE ROUGHENED SURFACES. THE SURFACE SHALL
HAVE AN AMPLITUDE OF 1/4" MIN.
8. CHAMFER EXPOSED EDGES OF CONCRETE 3/4" UNLESS OTHERWISE NOTED.
9. EQUIPMENT PAD AND SLAB LOCATIONS, DIMENSIONS AND HEIGHTS TO BE
COORDINATED BY CONTRACTOR. VERIFY WITH EQUIPMENT MANUFACTURER'S
REQUIREMENTS.
DEVELOPMENT & LAP SPLICE LENGTH IN CONCRETE
BAR SIZE
#3
DEVELOPMENT LENGTH
15" #4 #5 #6
20" 25" 30"
#7 44"
CLASS B SPLICE
20" 26" 33" 40" 58"
DEVELOPMENT LENGTH CLASS B SPLICE
#8 #9
#10 #11
33" 40" 58" 75"
51" 66" 66" 86" 57" 74" 74" 96" 63" 82" 82" 107" 70" 91" 91" 118"
Fy = 60,000 psi Fc = 3500 psi MIN.
51" 43" 34" 26"
26" 20"
HORIZONTAL REINFORCING WITH 12" OR LESS
CONCRETE BELOW AND VERTICAL
REINFORCING
HORIZONTAL REINFORCING WITH GREATER
THAN 12" CONCRETE BELOW
MAXIMUM SLUMP
(BEFORE HRWR)
INTERIOR FLOOR SLABS: FLY ASH PERCENTAGE OF CEMENT
CONTENT LIMITED TO 10%. UTILIZE MID TO HIGH RANGE WATER
REDUCER TO ACHIEVE 6" SLUMP FOR CONCRETE THAT IS NOT
PUMPED. IF CONCRETE IS PUMPED, A PLASTICIZER MAY BE UTILIZED
TO ACHIEVE 8" MAX SLUMP PRIOR TO PUMPING. 1/2 % MAX
ACCELERATOR PERMITTED IN SLAB CONCRETE.
STRUCTURAL DESIGN LOADS
ABBREVIATIONS
TO TOP OF
TOF TOP OF FOOTING
TOW TOP OF WALL
TOL TOP OF LEDGE
TOC TOP OF CONCRETE
TOS TOP OF STEEL
TSL TOP OF SLAB
FDN FOUNDATION
SFX STRIP FOOTING TYPE
PX PIER TYPE
WWF WELDED WIRE FABRIC
JBE JOIST BEARING ELEVATION
TBE TRUSS BEARING ELEVATION
CJ CONTROL JOINTS
E.W. EACH WAY
E.F. EACH FACE
I.F.A. INNER FACE
O.F. OUTER FACE
A.G. ABOVE GRADE
S.O.G. SLAB ON GRADE
NLBW NON-LOAD BEARING
WALL
- S - FOOTING STEP
LGT LIGHT GAUGE TRUSS
DESIGN CODE: IBC 2012
LIVE LOADS:
GROUND FLOOR: 150 PSF
TRUSS DESIGN LOADS:
TOP CHORD LIVE (TCLL): 20 PSF OR 300 LB POINT LOAD
BOTTOM CHORD LIVE (BCLL): 10 PSF (NON CONCURRENT W/ TCLL)
COLLATERAL LOAD (BOTTOM CHORD) 5 PSF
SNOW LOADS:
GROUND SNOW LOAD, (Pg): 40 PSF SNOW LOAD EXPOSURE FACTOR, (Ce): 1.0 SNOW LOAD IMPORTANCE FACTOR, (Is): 1.0 THERMAL FACTOR, (Ct): 1.0 FLAT ROOF SNOW LOAD, (Pf ): 26.5 PSF
WIND LOAD:
ULTIMATE WIND SPEED, VULT: 115 MPH
NOMINAL DESIGN SPEED, VASD: 89 MPH
RISK CATEGORY II
WIND EXPOSURE CATEGORY C
ENCLOSURE CLASSIFICATION ENCLOSED
INTERNAL PRESSURE COEFFICIENT +/-0.18
MWFRS= WW+LW+INT: 27.4 psf NET UPLIFT: 15 psf
SEISMIC DATA
RISK CATEGORY II
SEISMIC IMPORTANCE FACTOR (Ie): 1.0
MAPPED SPECTRAL RESPONSE ACCELERATION PARAMETERS
Ss: 5.0 % g S1: 4.0 % g
SITE CLASS: D
DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS
SDS: 5.3%g SD1: 6.4%g
SEISMIC DESIGN CATEGORY: A
BASIC SEISMIC FORCE-RESTRAINING SYSTEM:
ORDINARY REINFORCED MASONRY SHEAR WALLS
DESIGN BASE SHEAR 45 PLF
SEISMIC RESPONSE COEFFICIENT (CS): .01
RESPONSE MODIFICATION FACTOR (R): 2
1. STRUCTURAL STEEL GRADE
WF SHAPES ASTM A992 (50 KSI)
MISC. SHAPES/PLATES ASTM A36 (36 KSI)
STRUCTURAL TUBES ASTM A500 GRADE B (46 KSI)
PIPE COLUMNS ASTM A53 TYPE E-GRADE B (35 KSI)
2. STEEL BEAMS WITH RESIDUAL CAMBER RESULTING FROM MILL FABRICATION
OR ROLLING SHALL BE SHOP FABRICATED AND ERECTED SUCH THAT RESIDUAL
CAMBER COUNTERACTS DEFLECTION.
3. ALL STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED ACCORDING TO
THE LATEST AISC SPECIFICATIONS.
4. SHOP AND FIELD WELDING SHALL BE DONE BY AWS CERTIFIED WELDERS WITH
E70XX ELECTRODES.
5. ALL STEEL SHALL BE PRIMED WITH SSPC PRIME PAINT UNLESS STEEL IS TO BE
FIREPROOFED, WELDED OR EMBEDDED IN CONCRETE.
6. CONNECTIONS SHALL BE AISC TYPE 2 (SIMPLE) WITH 3/4" BOLTS U.N.O:
FIELD BOLTING TO COLUMNS A325-X
FIELD BOLTING TO BRACED FRAMES A325-SC
ALL OTHER FIELD BOLTING A325-X
ALL OTHER SHOP BOLTING A325
ANCHOR BOLTS ASTM F1544 THREADED
W/ END NUT
7. MINIMUM CONNECTION PLATE THICKNESS = 5/16"
MINIMUM WELD = 3/16"
MINIMUM DESIGN LOAD = 10 KIPS
8. ANY LOADS SHOWN ON THE PLANS ARE SERVICE LOADS, ASD DESIGN.
STRUCTURAL STEEL NOTES
SPREAD FOOTING SCHEDULE
MARK SIZE REINFORCING
F-1 3'-0"x3'-0"x12"
SEE PLAN & GENERAL NOTES FOR ADDITIONAL INFORMATION.
(4) #5 E.W. BOTT.
S7.2
L-2 BOND BEAM W/(2) #5 BOTT. 7 1/2" MIN. -
L-3 BOND BEAM W/(2) #5 BOTT.
AND C8x11.5 INSIDE FACE AND
W/5/8" EXP. ANCHORS AT 12" O.C.
7 1/2" MIN. -
CBA
B224-S0.0
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
4'-11" 8'-0"
'-1
0" 8'
-0
'-1
0"
5' -0
5'-0"
TOW = 99'-4"
SF-1
{TOF 96'-0"}
SF-1
{TOF 96'-0"}
SF-1
{TOF 96'-0"}
TOW = 99'-4"
SF-1
{TOF 96'-0"}
F-1
{TOF 96'-0"}
F-1
{TOF 96'-0"}
S7.1
TYP.
TOW = 100'-0"
S7.1
'-1
0"
'-0
'-1
0"
2' -0
'-0
2' -0
S7.1
4" S.O.G. W/ 6x6 W1.4xW1.4 WWF SEE
6/S7.1 T.S.L. 100'-0"
M-1
M-1
M-1
M-1
5' -0
S7.1
S7.1
S7.1 2 8'-0" 34'-10"
5' -0
S7.1
34'-10"8'-0"67'-2"
TOW = 99'-4"
TOW = 100'-0"
M-1
M-1
TOW = 99'-4"
15'-1"10'-0"9'-10"10'-2"
S7.1
S7.1
54'-3"
ELECTRICAL BOX.
SEE ELECTRICAL SHEETS
℄ THICKENED
SLAB
℄ THICKENED
SLAB
℄ THICKENED
SLAB
℄ THICKENED
SLAB
S7.1
CONTROL JT TYP,
SEE
S7.1
S7.1
WALL CONTROL JOINT
SEE TYP.
SF-2
{TOF 96'-0"}
TYP.
FOUNDATION NOTES
1) DEPRESS TOP OF FOUNDATION WALL 8" AT ALL EXTERIOR 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
A nt ho ny
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P:
-4
-3
2, F : 6
-4
-3
CBA
B224-S0.12985 SOUTH RIDGE ROAD, SUITE B
GREEN BAY, WI 54304
110'-0"
'-8
3' -0
3'
-0
3'-0"
G
IR
D
ER
T R
U
SS
G
IR
D
ER
T R
U
SS
NOTE 1
NOTE 1
3'-0"
8'-0"
SHADED AREA:
BLOCKED DIAPHRAGM
DETAIL 12/S7.1
8'-0"
'-0
13'-0"
3' -0
3'
-0
3'-0"
NOTE 1
S7.1
S7.1
W x1
TO
S=
9'
-4
S7.1
S7.1
W 8x13
TOS=109'-4"
W 8x13
TOS=109'-4"
S7.1
'-1
0"
'-1 0"
2X8 STRUCTURAL FASCIA REQUIRED
2X8 STRUCTURAL
FASCIA REQUIRED
L-1
L-1
N O
TE
L-
SHADED AREA:
BLOCKED DIAPHRAGM
DETAIL 12/S7.1
S7.1
N O
TE
S7.2
SEE
DETAIL
SEE DETAIL TYP
ALL BEAM EMBEDS
IN CMU WALL
LINTEL L-2 AT LOUVERS
L-2 AND L-3
LINTEL L-1 AT LOUVER L-1
LINTEL L-3 AT LOUVER L-4
LINTEL L-2 AT AT
PASS-THRU
LINTEL L-3 AT DOOR 103
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 = 112'-8" @ EXTERIOR MASONRY WALL.
4. FOR LINTELS ABOVE HVAC OPENINGS, SEE ARCH.
ELEVATIONS.
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, PASS-THRUS, AND LOUVERS. SEE SHEET
B224-S50.0 FOR LINTEL SCHEDULE.
KEY NOTES:
S3.1
SCALE - 3/16" = 1'-0"
ROOF FRAMING PLAN
CBA
B224-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
SLAB t
S7.1
SCALE - 3/4" = 1'-0"
THICKENED SLAB DETAIL
2'-0"
WWF
#4@12"
3-#4 CONT
6" MIN
T.S.L.
100'-0"
ELECTRICAL BOX
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
CBA
B224-S7.12985 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
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"
A nt ho ny
L an e M in ne ap ol is , M
N
P:
-4
-3
2, F : 6
-4
-3
CBA
B224-S7.22985 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
B224-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
67'-10" 35'-8"
'-8
35'-8"55'-8"5'-8"
16'-4 9/16"
'-5
/1
6" 110'-0"
'-7
'-7
'-8
18'-11 5/8"
7'-10 3/16"
'-7
/4
7' -6
9' -7
8'
-2
'-4
/1
6"
'-6
/1
6"
4' -8
5'-4" 3'
-8
/1 6"
'-1
5/
15'-6"
15'-0"
16'-4 9/16"
6'-6"
15'-0" 3'
-8
/1 6"
'-6
/2
'-6
1/
'-6
/8
6'-6"6'-6"
6' -6
7'-10 3/16" 3'-10 13/16" 3'-9 3/16"
14'-0"
8'-0"
5' -0
A5.1
A5.1
100A 100B
107A
107B
107C
PASS-THRU
'-0
PASS-THRU
5'-11"
2'-0"
4' -2
/4
VINYL BASE
WALL PROTECTION
PANEL
COAT HOOK
WALL GUARD
4' -0
0.0194 S.S. ENCLOSURE
PROVIDE 1" TABS ON ENDS.
PROVIDE 60 MIL EPDM
THERMAL SEPERATION
BETWEEN ENCLOSURE &
ACCESS PANEL. SECURE
BOX TO CMU & MTL STUD
CONSTRUCTION W/EXP.
ANCHORS. FILL ENCLOSURE
W/4" UNFACED BATT INSUL.
12"x12" ACCESS PANEL
SECURE TO WALL
FRAME OPENING
W/RUNNER CHANNELS
A1.2
SCALE - 3/16" = 1'-0"
DIMENSIONED FLOOR PLAN
A1.2
SCALE - 1/4" = 1'-0"
WALLPROTECTION ELEVATION
CBA
B224-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
A1.2
SCALE - 1 1/2" = 1'-0"
PASS-THRU
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
B224-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
B224-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
PRE-FINISHED STANDING
SEAM METAL ROOF
ROOF TIE-DOWN
- SEE SPECS
ROOF TIE-DOWN
- SEE SPECS
FLUE PIPES - SEE SHEET M-1.2
FOR DETAILS (TYP.)
A3.1
SCALE - 3/16" = 1'-0"
ROOF PLAN
CBA
B224-A3.1
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
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
B224-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
112'-8"
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/A-3.2 FOR DETAILS
SNOW BARS - SNOW UARD,
SEE 7/A-3.2 FOR DETAILS
PRE-FINISHED
ALUMINUM FASCIA
PRE-FINISHED
ALUMINUM FASCIA
A5.1
CONCRETE
SPLASH BLOCK
2' -8
8"
4' -8
8"
2' -8
'-8
8" 8"
CJ CJ
FINISH FLOOR
100'-0"
DOOR HEAD
107'-4"
8" SPLIT-FACE CMU8" 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
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
112'-8"
PRE-FINSIHED
ALUMINUM
DOWN SPOUT
107'-4"
CONCRETE
SPLASH BLOCK
DOOR HEAD
CJ
8" SMOOTH-FACE CMU
2' -8
8"
4' -8
8"
2' -8
'-8
8" 8"
T.O. CMU
112'-8"
CJ CJ CJ CJ CJ
PASS-THRU -
CONFIRM LOCATION
W/GOVERNMENT
A4.1
SCALE - 3/16" = 1'-0"
SOUTH ELEVATION
A4.1
SCALE - 3/16" = 1'-0"
WEST ELEVATION
CBA
B224-A4.1
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
FINISH FLOOR
100'-0"
T.O. CMU
112'-8"
8" SPLIT-FACE CMU
8" SMOOTH-FACE CMU
PRE-FINSIHED STANDING
SEAM METAL ROOF
PRE-FINISHED
ALUMINUM GUTTER
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/A-3.2 FOR DETAILS
SNOW BARS - SNOW GUARD,
SEE 7/A-3.2 FOR DETAILS
PRE-FINISHED
ALUMINUM FASCIA
A5.1
2' -8
8"
4' -8
8"
2' -8
'-8
8"
8"
CJ CJ
PASS-THRU -
CONFIRM LOCATION
W/GOVERNMENT
FINISH FLOOR
100'-0"
DOOR HEAD
107'-4"
T.O. CMU
112'-8"
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
SNOW BARS - SNOW GUARD,
SEE DETAIL 7/A3.2 (TYP)
INSULATED HOLLOW
METAL DOOR
A5.1
PRE-FINSIHED
ALUMINUM
DOWN SPOUT
PRE-FINISHED
ALUMINUM GUTTER
FOOTING AND
FOUNDATION WALLS,
SEE STRUCTURAL
PRE-FINISHED
ALUMINUM FASCIA
PRE-FINISHED
ALUMINUM GUTTER
SNOW BARS - SNOW GUARD,
SEE DETAIL 7/A3.2 (TYP)
PRE-FINSIHED STANDING
SEAM METAL ROOF
109'-6"
CONCRETE
SPLASH BLOCK
PRE-FINSIHED
ALUMINUM
DOWN SPOUT
2.5
PRE-FINSIHED
ALUMINUM
DOWN SPOUT
CONCRETE
SPLASH BLOCK
FINISH FLOOR
100'-0"
CANOPY
TRUSS BEARING
PRE-FINSIHED
ALUMINUM
DOWN SPOUT
CONCRETE
SPLASH BLOCK
DOOR HEAD
CJ
107'-4"
CJCJ
8" SPLIT-FACE CMU
8" SMOOTH-FACE
CMU
2' -8
8"
4' -8
8"
2' -8
'-8
8" 8"
CJCJCJ
A4.2
SCALE - 3/16" = 1'-0"
NORTH ELEVATION
A4.2
SCALE - 3/16" = 1'-0"
EAST ELEVATION
CBA
B224-A4.2
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
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
2' -8
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"
'-8
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
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
5/8" GYPSUM BOARD - EXTEND TO TRUSSES AT EXTERIOR WALLS
- REFER TO WALL TYPES ON SHEET A5.4 FOR GYPSUM BOARD TYPES
A5.2
SCALE - 3/4" = 1'-0"
WALL SECTION
A5.2
SCALE - 3/4" = 1'-0"
WALL SECTION
CBA
B224-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 - REFER TO STRUCTURAL
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" GRANULAR FILL (TO MATCH SPEC TERMINOLOGY)
VAPOR BARRIER
A5.3
SCALE - 1 1/2" = 1'-0"
DETAIL
A5.3
SCALE - 1 1/2" = 1'-0"
DETAIL
A5.3
SCALE - 1 1/2" = 1'-0"
DETAIL
CBA
B224-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
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
G G G
GG
B
R
N
P
M
P
M E
P F
NM
R
B
G
N
R
N
R
B
G
Q
E
F
N M
R
N
M R
QQJ
2'-0" 1'-6" K
J
2'-0" 20'-0"
K
2'-6" 2'-6" 2'-6" 3'-0" 5'-0" 2'-6" 2'-6" 2'-6"2'-6" 2'-6" 2'-6"2'-6" 2'-6" 2'-6"
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.
60" A.F.F.
40" A.F.F.
H
A
E
M
F
D
G
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
R
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
B224-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
B224-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
7' -2
2" 7'
-0
H.M.
SEE
SCHEDULE
2"
7' -2
2" 7'
-0
H.M.
SEE
SCHEDULE
2"
7' -4
4" 7'
-0
SEE SCHEDULE
H.M.
REMOVABLE
MULLION
2"
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
SEE SCHEDULE
7' -4
2" 7'
-2
ALUM.
REMOVABLE
MULLION
EXTERIOR
ONLY
2"
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 & QUANTITY
GLAZING FINISH
FIRE
RATING
LABEL
HARDWARE
GROUP NUMBER
ALUM A FULL LITE 4 DK BRONZE
---100B 7'-2" 1-3/4" ALUM A FULL LITE 4
103 7'-0" ---1-3/4" INS HM --- 3 P-A
104 3'-0" 7'-0" ---1-3/4" WOOD --- 1 P-A
107B 7'-0" P-A ---1-3/4"
WOOD
3 P-A
106 3-0" 7'-0" SSP ---1-3/4" WOOD --- 1 P-A
107C
SSP
WOOD 1 P-A
C
C
B
C
109 3-0" 7'-0" ---1-3/4" ---
P-A
C
ALUM
ALUM
HM
HM
HM
HM
HM
DK BRONZE DK BRONZE
100A
100B
107B
107C
SSP
P-A
110 3'-0" 7'-0" ---1-3/4" WOOD 1 P-A
111 3'-0" 7'-0" SSP ---1-3/4" WOOD --- 1 P-A
112 3'-0" 7'-0" ---1-3/4" --- 1 P-A
C
C
C
HM
HM
HM
SSP
------ 1 P-AHM 102SSP102 3'-0" 7'-0" 1-3/4" WOOD C
---SSP 1 P-AHM 1053'-0" 7'-0" 1-3/4" ---C
INS HM
108 3'-0" 7'-0" SSP ---1-3/4" WOOD --- 1 P-AC HM 108
7'-0" P-A ---1-3/4" INS HM 3 P-AB HM
WOOD SSP
--- 107A107A 7'-0" 1-3/4" 2
SSPWOOD P-AB HM
REMOVABLE MULLION
REMOVABLE MULLION
REMOVABLE MULLION
REMOVABLE MULLION
(2) 3'-0"
(2) 3'-0"
(2) 3'-0"
(2) 3'-0"
(2) 3'-0"
HALF LITE
HALF LITE
HALF LITE
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 CONC PT/GYP. BD 24X48 ACT
101 HALLWAY
MECHANICAL ROOM103
SUPERVISOR OFFICE
104 BREAK ROOM 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/GYP. BD PT/GYP. BD PT/GYP. BD PT/GYP. BD
OFFICE PT/GYP. BD PT/GYP. BD PT/GYP. BD PT/GYP. BD108
OFFICE PT/GYP. BD PT/GYP. BD PT/GYP. BD PT/GYP. BD
PT/M-GYP.
BD
24X48 ACT
24X48 ACT
VB PT/GYP. BD PT/GYP. BD PT/GYP. BD PT/GYP. BD 106
VB PT/GYP. BD PT/GYP. BD PT/GYP. BD PT/GYP. BD 105
24X48 ACT
WOMEN RESTROOM
112 112MEN RESTROOM
VB
VB
VB
VB
VB
VB
OFFICE
PT/GYP. BD PT/GYP. BD PT/GYP. BD PT/GYP. BD
PT/GYP. BD PT/GYP. BD PT/GYP. BD PT/GYP. BD
OFFICE
VB
TAF ROOM
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
FRP 4FT HIGH BEHIND MOP BASIN,
BOTH DIRECTIONS
24X48 ACT
JANITOR CLOSET
8'-0"
8'-0"
12'-8"
8'-0"
8'-0"
8'-0"
10'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
24X48 ACT
24X48 ACT
24X48 ACT
24X48 ACT
SOUND-PROOFING TOP OF
WALL GUARD TO CEILING
PT/GYP. BD PT/GYP. BD PT/GYP. BD PT/GYP. BD PT/GYP. BD
PT/M-GYP.
BD
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
100 VESTIBULE
101 HALLWAY
MECHANICAL ROOM103
SUPERVISOR OFFICE
104 BREAK ROOM
OFFICE108
OFFICE109
WOMEN RESTROOM
112 MEN RESTROOM
OFFICE
OFFICE
TAF ROOM
JANITOR CLOSET
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.
4 3 1 8
3 1 8
7 1 8
3 1 1
3 1 8
7 1 8
7 1 8
3 1 8
7 1 8
7 1 8
3 1 8
3 1 1
3 1 8
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.
SCALE: 1/4"=1'-0"
FRAME TYPES
SCALE: 1/4"=1'-0"
DOOR TYPES
CBA
B224-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
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
B224-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
6"
NEW COMBINED 6"FIRE PROTECTION/
DOMESTIC WATER SERVICE.
(BY FIRE PROTECTION CONTRACTOR)
DRY PIPE SPRINKLER RISER
FIRE DEPARTMENT CONNECTION
5" STORZ FLUSH MOUNTED
WALL TYPE
INSPECTORS TEST CONNECTION
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
DRY PIPE SPRINKLER
SYSTEM AIR COMPRESSOR
6" REDUCED PRESSURE
PRINCIPLE BACKFLOW PREVENTER
6" INV EL 94.00
F1.2
SCALE: 3/16"= 1'-0"
FIRE PROTECTION PLAN
CBA
B224-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
S…
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