434 East First Street4440 Garwood Place
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500
INCOR ROP ATEDLWC
434 East First Street4440 Garwood Place
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500
INCOR ROP ATEDLWC
1
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D
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A1 VICINITY MAPSCALE: N.T.S.
A6 SITE PLAN-FOR REFERENCE ONLYSCALE: NONE
CONSULTANTS:ARCHITECTURAL:
CIVIL ENGINEER
PME:
BUILDING PACKAGE BID DOCUMENTS
Comm. No.
© 2006 LORENZ WILLIAMS, INCORPORATED
Client Project No.
Date
Drawing No.
0000
2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A6 DRAWING INDEXSCALE: NONE
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MATLACK- MESSER STADIUM
EARLHAM COLLEGE801 NATIONAL ROAD WESTRICHMOND, INDIANA 47374
15617 APRIL 12, 2016
T001
APRIL 12, 2016
No. Revisions / Submissions Date
W D
A10 View NameSCALE: 1/8" = 1'-0" R101
NORTH ARROW
REFERENCE SHEET NUMBER
AREA OF DETAILCALLOUT
A99A900-3
SIMA99
A900-3
SIM
A99A900-3
SIM
DIRECTION OFWALL SECTION
FINISH MATERIAL ABOVE
FINISH MATERIAL BELOW
EXTENTS OF FINISH
ROOM NAME
ROOM NUMBER
LEVEL
BENCHMARK HEIGHT
0
SHEET NOTE NUMBER
MODIFICATIONSTO PARTITION TYPE
PARTITION TYPE
CEILING HEIGHTABOVE FINISHED FLOOR
EXISTING SWINGDOOR TO REMAIN
NEW SWING DOOR
DOOR NUMBER
1
REVISION NUMBER
AREA OF REVISION
WINDOW KEY LETTER
A10A900-3
SIM
A99A900-3
SIMA99
A900-3
SIM
FIRST FLOOR
EL. 100' - 0"
M3
99'-99"
9999ROOM NAME
150 SF
A10A900-3
SIM
PHASE NUMBER(IF APPLICABLE) WW00SHEET NUMBER
PHASE NUMBER(IF APPLICABLE)SHEET NUMBER
DIRECTION OFDETAIL
DIRECTION OFBUILDING SECTION
PHASE NUMBER(IF APPLICABLE)SHEET NUMBER
DETAIL NUMBER
DETAIL NUMBER
PHASE NUMBER(IF APPLICABLE)SHEET NUMBER
DETAIL NUMBER
DETAIL NUMBER
DETAIL NUMBER
1 HOUR RATED FIRE BARRIER
2 HOUR RATED FIRE WALL
PANIC HARDWARE LOCATION
EXIT LOCATION
OCCUPANT LOAD
P
O.L. 32
LIFE SAFETY PLAN LEGEND
WATERSERVICE
MEN'S LOCKERSOL-28
MEN
TRAININGOL-5
WOMEN
WOMEN'S LOCKERSOL-28
OFFICIALSOL-1
SHOWER
SHOWER
1
33
14
14
14
14
COMMUNITYOL-32
MEDIAOL-6
OFFICEOL-2
OFFICEOL-1
OFFICEOL-2
TOILETDATA
FURNACE
35
8
Code Summary
Project Description: Earlham College is undertaking the construction of a new press box withlocker rooms, restrooms, and offices planned to serve their competition soccer softball field.
Chapter 3: Use and Occupancya. Group B: Press box, locker rooms, offices, and restrooms
Chapter 5: Heights and Areasa. Nonseparated mixed useb. Group B, Type VB: 9000 s.f. max, 2 storiesc. Actual area and height: 2 stories1849 s.f. first floor1439 s.f. second floor3288 s.f. total
Chapter 6: Types of Constructiona. Type VB constructionb. All building elements non-rated
Chapter 10: Means of Egressa. Occupant loadFirst Floor: 62, 4 exitsSecond Floor: 43, 2 exitsTotal OL = 105
Chapter 29: Plumbinga. Based on a seating capacity of 160 maximum in bleachers.b. Water closets: 4 female provided x 40 (female is worst case) = 160c. Lavatories: 2 provided x 150 (female worst case) = 300 (Water closets dictate maximum)d. Service Sink: 1 provided, 1 required.e. Drinking Fountain: 1 provided.f. An additional toilet and lavatory serve the second floor occupancies.
&
@
AAP
A/C
AC.CLG
ACT
AD
ADJ
AFF
AFP
ALUM
ALT
AP
APPROX
ARCH
A/V
AWG
AWT
BD.
BLDG
BLKG
BM
BOS or BOT
BRK
BTWN
BUR
CAB
CAR
CAT
CB
CBD
CFM
CH
CI
CJ
C
CL
CLG
CMT
CMP
CMU
CO
COL
CONC
CONSTR
CONT.
CORG.
CORR.
CT.
CTBR
CTSK
CU FT
CU IN
CU YD
AND
ANGLE
AT
ATTIC ACCESS PANEL
AIR CONDITIONING
ACOUSTIC CEILING
ACOUSTICAL CEILING TILE
AREA DRAIN
ADJUSTABLE
ABOVE FINISHED FLOOR
ACOUSTICAL FOLDING PARTITION
ALUMINUM
ALTERNATE
ACCESS PANEL
APPROXIMATE
ARCHITECT/ARCHITECTURAL
AUDIO/VISUAL OR AV
AMERICAN WALL GAUGE
ACOUSTICAL WALL TREATMENT
BOARD
BUILDING
BLOCKING
BENCHMARK/BEAM
BOTTOM OF STEEL
BRICK
BETWEEN
BUILT-UP ROOFING
CABINET
CARPET
CATALOGUE
CATCH BASIN
CHAULK BOARD
CUBIC FEET PER MINUTE
CABINET HEATER
CAST IRON
CONTROL JOINT
CENTERLINE
CLOSET
CEILING
CERAMIC MOSAIC TILE
CORRUGATED METAL PIPE
CONCRETE MASONRY UNIT
CLEANOUT
COLUMN
CONCRETE
CONSTRUCTION
CONTINUOUS/CONTINUE
CORRUGATED
CORRIDOR/CORRUGATED
CERAMIC TILE
COUNTER BORE
COUNTER SINK
CUBIC FEET
CUBIC INCHES
CUBIC YARDS
CUSP
CWF
D
DBL
DL
D
DEMO
DEPT
DF
DTL
DIA
DIM
DS
DT
DW
DWG
DWC
d
E
EA
EF
EJ
EL
ELEC
ELEV
ENGR
EP
EQUIP
ESR
EW
EIFS
EXH
EXIST
EXP
EXT
FACT
F.D.
F.H.
FNDT
FRACT
FTS
FT or '
GA
GAL
GALV
GB
GC
GHM
GL
GWB
GYP
H
HB
HDW
HM
CUSPIDOR
CONTINUOUS WOOD FIBER
DEPTH/DEEP
DOUBLE
DEAD LOAD
DEGREE
DEMOLISH/DEMOLITION
DEPARTMENT
DRINKING FOUNTAIN
DETAIL
DIAMETER
DIMENSION
DOWNSPOUT
DRAPERY TRACK
DRY WALL
DRAWING
DRINKING WATER COOLER
PENNY (NAILS, ETC.)
EAST
EACH
EXHAUST FAN
EXPANSION JOINT
ELEVATOR
ELECTRIC
ELEVATION
ENGINEER
ELECTRIC PANEL BOARD
EQUIPMENT
ELASTIC SHEET ROOFING
EACH WAY
EXTERIOR INSULATED FINISH SYSTEM
EXHAUST
EXISTING
EXPANSION
EXTERIOR/EXTENSION
FACTORY BUILT
FLOOR DRAIN
FIRE HYDRANT
FOUNDATION
FRACTIONAL
FOOTING
FEET
GAUGE
GALLON
GALVANIZED
GRAB BAR
GENERAL CONTRACTOR
GALVANIZED HOLLOW METAL
GLASS
GYPSUM WALL BOARD
GYPSUM
HEIGHT/HIGH
HOSE BIBB
HARDWARE
HOLLOW METAL
HORIZ
HP
HR
HTG
HVAC
HW
HWG
ID
IN. OR "
INCL
INFO
INSUL
INTR
INV
JANCL
JT
JB
JS
KIT
KW
L
LAB
LAM
LAV
LB OR #
LL
LLV
LKR
LVR
LM
M
MAS
MAT
MAX
MB
MECH
MEZZ
MFR
MH
MIL
MIN
MISC
MM
MO
MTL
N
N.I.C.
NO. or #
NOM
NTS
OC
OD
OFF
OPING
OPP
HORIZONTAL
HORSE POWER
HOUR
HEATING
HEATING/VENTILATION/COOLING
HOT WATER
HIGHWAY
INSIDE DIAMETER
INCHES
INCLUDED/INCLUDING
INFORMATION
INSULATION/INSULATE
INTERIOR
INVERT
JANITOR'S CLOSET
JOINT
JOIST BEARING
JOIST SUBSTITUTE
KITCHEN
KILOWATTS
LENGTH/LONG
LABORATORY
LAMINATE
LAVATORY
POUND
LIVE LOAD
LONG LEG VERTICAL
LOCKER
LOUVER
LONG WAY
METER/THOUSAND
MASONRY
MATERIAL
MAXIMUM
MASONRY BEARING
MECHANICAL
MEZZANINE
MANUFACTURER
MANHOLE
.001
MINIMUM
MISCELLANEOUS
MILLIMETER
MASONRY OPENING
METAL
NORTH
NOT IN CONTACT
NUMBER
NOMINAL
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OFFICE
OPENING
OPPOSITE/OPPOSITE HAND
OW
OZ
PA
PAT
PL
P
PLAS
PLASLAM
PLBG
PLYWD
PREFAB
PRVT
PS
PSF
PSI
PSS
PT
PVC
QT
RAD
R
RA
RB
RCP
RD
RCPT
RENF
REF
REFR
REQ'D
RE V
RM
RO
ROW or R/W
S
SA
SAC
SCH
SCWD
SD
SECT
SF or SQFT
SGFT
SHT
SIM
SLV
SPEC(S)
SPKR
SQ
SS
STL
STM
STO
STRUCT
SUSP
OPERABLE WALL
OUNCE
PUBLIC ADDRESS
PATIENT
PLATE
PROPERTY LINE
PLASTER
PLASTIC LAMINATE
PLUMBING
PLYWOOD
PREFABRICATED
PRIVATE
PROJECTION SCREEN
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PENCIL SHARPENER SUPPORT
PRESSURE TREATED
POLYVINYL CHLORIDE
QUARRY TILE
RADIUS
RISER
RETURN AIR
RESILIENT BASE
REINFORCED CONCRETE PIPE
ROOF DRAIN
RECEPTACLE
REINFORCED/REINFORCEMENT
REFERENCE
REFRIGERATOR
REQUIRED
REVISION(S)
ROOM
ROUGH OPENING
RIGHT OF WAY
SOUTH
SUPPLY AIR
SUSPENDED ACOUSTICAL CEILING
SCHEDULE
SOLID CORE WOOD
STORM DRAIN
SECTION
SQUARE FEET
STRUCTURAL GLAZED FACING TILE
SHEET
SIMILAR
SHORT LEG VERTICAL
SPECIFICATION(S)
SPEAKER
SQUARE
STAINLESS STEEL
STEEL
STORM SEWER
STORAGE
STRUCTURE
SUSPENDED
SW
SYM
SYN
T or TR
TA
TB
TEL
TERR
T& B
T& G
TOC
TOF
TOM
TOS
TRANS
TV
TWS
TYP.
U.L.
UON or UNO
UR
UV
VIF
VERT
VCT
VCGWB
VIT
VOL
VRB
V. RET
VS
VS/
VT
VTR
W
W/
WA
WB
WC
WCOL
WD
WH
W/O
WP
WR
WSSK
WWF
WWM
YD
SHORT WAY
SYMMETRY/SYMMETRICAL
SYNTHETIC
TREAD
TOILET ACCESSORY(IES)
TACK BOARD
TELEPHONE
TERRAZZO
TOP & BOTTOM
TONGUE & GROOVE
TOP OF CONCRETE
TOP OF FOOTING
TOP OF MASONRY
TOP OF STEEL
TRANSFORMER
TELEVISION
TACKABLE WALL SERVICE
TYPICAL
UNDERWRITER'S LABORATORY
UNLESS OTHERWISE NOTED
URINAL
UNIT VENTILATOR
VERIFY IN FIELD
VERTICAL
VINYL COMPOSITION TILE
VINYL COVERED GYPSUM WALLBOARD
VITREOUS
VOLUME
VENTED RESILIENT BASE
VAPOR RETARDER
VENT STACK
VERSUS
VINYL TILE
VENT THROUGH ROOF
WEST
WITH
WARDROBE ACCESSORIES
WOOD BASE
WATER CLOSET
WIND COLUMN
WOOD
WATER HEATER
WITHOUT
WORKING POINT
WATER RESISTANT
WALL SERVICE SINK
WELDED WIRE FABRIC
WOVEN WIRE MESH
YARD/YARD DRAIN
434 East First Street712 East Main Street
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500
INCOR ROP ATEDLWC
GENERAL NOTES:
SHEET NOTES:
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
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Comm. No.
© 2016 LORENZ WILLIAMS, INCORPORATED
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LIFE SAFETY PLAN & GENERALNOTES & ABREVIATIONS
15617
SBG & PV
APRIL 12, 2016
G001EGS
MATLACK- MESSER STADIUMEARLHAM COLLEGE
801 NATIONAL ROAD WESTRICHMOND, INDIANA 47374
EARLHAM COLLEGE801 NATIONAL RD WESTRICHMOND, IN 47374
1800-327-5426
SCALE: 1 1/2" = 1'-0"
A - LEGEND - G001 - SYMBOLS
SCALE: 1/8" = 1'-0" A401
1 LIFE SAFETY FIRST FLOOR PLANSCALE: 1/8" = 1'-0" A401
2 SECOND FLOOR LIFE SAFETYPLAN
SCALE: 1/8" = 1'-0"
3 CODE SUMMARY
No. Revisions / Submissions Date
SCALE: 1 1/2" = 1'-0"
A - GEN NOTES - ABBREVIATIONS
7'-0
"
3'-0"3'-0"
7'-0
"
8" 1'-8" 8"
8"
2'-6"
3'-0"
1'-10" 6" 8"
7'-0
"
2'-6"
8"
4"
7'-0
"
7'-4
"
3'-4"
2" 3'-0" 2"
2"
7'-0
"
7'-2
"
3'-4"
2" 3'-0" 2"
DOOR TYPES HOLLOW METAL FRAME TYPES
A B C 1 2
1/4" 17'-5" 1/4"
1 3/4" EQ 1 3/4" EQ 1 3/4" 5'-8 3/4" 1 3/4"
17'-5 7/16" R.O.
1 3/4
"4'-4 3
/8"
1 3/4
"
1/4"
4'-7
7/8"
1/4"
4'-8 3
/8" R
.O.
1 3/4
"4'-4 3
/8"
1 3/4
"
1/4"
4'-7
7/8"
1/4"
4'-8 3
/8" R
.O.
1/4" 5'-3 7/8" 1/4"
5'-4 3/8" R.O.
1 3/4" 5'-0 3/8" 1 3/4"
1 3/4
"4'-4 3
/8"
1 3/4
"
1/4"
4'-7
7/8"
1/4"
4'-8 3
/8" R
.O.
1/4" 4'-6 3/8" 1/4"
4'-6 7/8" R.O.
1 3/4" 4'-2 7/8" 1 3/4"
A2 A3A1
1 3/4
"4'-4 3
/8"
1 3/4
"
1/4"
4'-7
7/8"
1/4"
4'-8 3
/8" R
.O.
1/4" 5'-3 1/2" 1/4"
5'-4 " R.O.
1 3/4" 5'-0" 1 3/4"
A4
1" TEMPEREDINSULATINGGLASS
1" TEMPEREDINSULATINGGLASS
1" TEMPEREDINSULATINGGLASS
1" TEMPEREDINSULATINGGLASS
2"
5 3
/4"
8" C.M.U
2"
5 3
/4"
8" C.M.U
3/8
"
5 1
/2"
2X4 WOOD STUDS
1/2" DRYWALL
HOLLOW METALDOOR FRAME(FILLED WITH GROUT)
HOLLOW METALDOOR FRAME.
HOLLOW METALDOOR FRAME(FILLED WITH GROUT)
1/8"
JAMB 1 JAMB 2 JAMB 3
3/4
"
4"
5 3/4"5 1/2"
2-2X8 WOODSTUDS
1/2" DRYWALL
STEEL DOOR FRAME(FILLED WITH GROUT)
7 5/8"
4"
5 3/4"
STEEL DOOR FRAME(FILLED WITH GROUT)
7 5/8"
2"
STEEL K.D.DOOR FRAME
2X4 WOOD STUDS
5 1/2"
4 1/2"
8" C.M.U
C.M.U LINTEL
8" SPLIT-FACE C.M.U
C.M.U LINTEL
HEAD A HEAD B HEAD C
3/8"
7 5/8
"
7 5/8
"
434 East First Street712 East Main Street
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500
INCOR ROP ATEDLWC
GENERAL NOTES:
KEY PLAN:
SHEET NOTES:
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
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Comm. No.
© 2016 LORENZ WILLIAMS, INCORPORATED
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SCHEDULES AND DETAILS
15617
SBG & PV
APRIL 12, 2016
A001EGS
MATLACK- MESSER STADIUMEARLHAM COLLEGE
801 NATIONAL ROAD WESTRICHMOND, INDIANA 47374
EARLHAM COLLEGE801 NATIONAL RD WESTRICHMOND, IN 47374
1800-327-5426
Room Finish Schedule
Room No. Room Name Walls_North Walls_EastWalls_Sout
h Walls_West Door Frame FlooringCeilingFinish Base Finish Remarks
102 OFFICIALS P-1 P-1 P-1 P-1 P-3 P-4 Sealed Concrete P-8 VB-1103 HALL P-1 P-1 P-1 P-1 P-3 P-4 Sealed Concrete P-8 VB-1104 TRAINING P-1 P-1 P-1 P-1 P-3 P-4 Sealed Concrete P-8 VB-1105 SHOWER CT-1 CT-1 CT-1 CT-1 N/A N/A CT-2 P-9 CT-1106 SHOWER CT-1 CT-1 CT-1 CT-1 N/A N/A CT-2 P-9 CT-1107 HALL P-1 P-1 P-1 P-1 P-3 P-4 Sealed Concrete P-8 VB-1108 WATER SERVICE P-1 P-1 P-1 P-1 P-3 P-4 Sealed Concrete P-8 VB-1110 MEN'S LOCKERS P-1 P-1 P-1 P-1 P-3 P-4 Sealed Concrete P-8 VB-1111 MENS P-5 P-5 P-5 P-5 P-3 P-4 Sealed Concrete ACT-2 VB-1112 WOMENS P-5 P-5 P-5 P-5 P-3 P-4 Sealed Concrete ACT-2 VB-1113 WOMEN'S LOCKER ROOM P-1 P-1 P-1 P-1 P-3 P-4 Sealed Concrete P-8 VB-1 1/4" Underlayment under finish flooring201 COMMUNITY ROOM P-1 P-2 P-1 P-1 P-3 P-4 CPT-1 P-8 VB-1 1/4" Underlayment under finish flooring202 OFFICE P-1 P-2 P-1 P-1 Wood P-4 CPT-1 P-8 VB-1 1/4" Underlayment under finish flooring203 TOILET P-1 P-1 P-1 P-1 Wood P-4 SV-1 P-8 VB-1 1/4" Underlayment under finish flooring204 FURNACE P-1 P-1 P-1 P-1 Wood P-4 VT-1 P-8 VB-1 1/4" Underlayment under finish flooring205 DATA P-1 P-1 P-1 P-1 Wood P-4 VT-1 P-8 VB-1 1/4" Underlayment under finish flooring206 OFFICE P-1 P-2 P-1 P-1 Wood P-4 CPT-1 P-8 VB-1 1/4" Underlayment under finish flooring207 OFFICE P-1 P-2 P-1 P-1 Wood P-4 CPT-1 P-8 VB-1 1/4" Underlayment under finish flooring208 MEDIA P-1 P-2 P-1 P-1 P-3 P-4 CPT-1 P-8 VB-1 1/4" Underlayment under finish flooring
SCALE: 1/4" = 1'-0"
P13 DOOR TYPES ELEVATIONS
SCALE: 1/4" = 1'-0"
L13 ALUMINIUM STOREFRONT FRAMES
SCALE: 3" = 1'-0"
G13 JAMB DETAILS
SCALE: 3" = 1'-0"
C13 HEAD DETAILS
No. Revisions / Submissions Date
W D
UP
UP
L1A502
L1A502
8 1
/4"
7 5/8
"8 1
/4"
52'-8 1
/8"
8 1
/4"
7 5/8
"8 1
/4"
8 1/4"7 5/8"8 1/4"
23'-4"8 1/4"
7 5/8"8 1/4"
5'-11 5/8"
8 1/4"
7 5/8"8 1/4"
8 1
/4"
7 5/8
"8 1
/4"
12'-4 1
/8"
27'-1
1 5/8
"12
'-4 3
/8"
8 1
/4"
7 5/8
"8 1
/4"
8 1
/4"
7 5/8
"8 1
/4"
48'-8"
8 1
/4"
7 5/8
"8 1
/4"
8 1
/4"
6'-4 1
/4"
0"
23'-7
5/8
"7'-8
3/8
"4'-7
5/8
"6'-4 1
/4"
33'-11 1/4"
55'-3 3
/4"
2'-7
5/8
"50
'-8"
2'-0
1/8
"
SEE FLOOR PLAN FORLOCATION OF SLOPEDFLOORS IN SHOWERS &RESTROOMS
4" CONCRETE SLAB ONGRADE WITH6X6- W1.4 X W1.4 10 MIL VAPORRETARDER AND 4" COMPACTEDAGGREGATE FILL T.O.S 100' 0"
24"X 12" THICKENED SLAB WITH2-#5 BARS CONTINUOUS. B.O.T.S99' 0", CENTRE THICKENED SLABON MASONRY WALLS. SEEFLOOR PLAN FOR DIMENSIONS.
24"X 12" CONCRETE FOOTINGWITH 2-#5 BARS CONTINUOUS.T.O.F 98'-0".
D1
A501
TYP.
L1A502
L1A502
33'-11 1/4"
2'-0
"
51'-3
5/8
"2'-0
1/8
"
7'-11 5/8" 25'-11 5/8"
18'-3 5
/8"
5'-4 1
/4"
3'-4"
1'-4
"3'-4"
5'-11
7/8
"17
'-8 1
/8"
8'-3 5
/8"
4'-0
"8'-4"
3'-9
3/8
"3'-4"
3'-6 5
/8"
8'-4"
4'-0
"7'-8
"
2'-7 5/8" 3'-4" 2'-0"
13'-8"
3'-4"4'-0"6'-0 3/8"3'-3 5/8"4'-8"
1'-9 5/8" 1'-6" 3'-4" 1'-4" 25'-11 5/8"
4'-7
3/8
"5'-3"
13'-8 1
/8"
11'-4"3'-4"4'-0"6'-0 3/8"3'-3 5/8"4'-8"
3'-6 3/8"11'-1 5/8"
9'-0
"
1'-1
1 5/8
"
9'-0
"
M3
M3
M3
M3
M1
M1 M2
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
M3
111B
112B
104
4'-6"
380.38 SF
WOMEN'SLOCKERROOM
113
122.85 SF
WOMENS112
122.85 SF
MENS111
380.78 SF
MEN'SLOCKERS
110
51.56 SF
WATERSERVICE
108
174.19 SF
TRAINING104
51.56 SF
OFFICIALS102
74.47 SF
SHOWER105
86.23 SF
HALL103
86.23 SF
HALL107
74.47 SF
SHOWER106
55'-3 3
/4"
103
107
108
111 A
112A
102
3'-4 7/8" 2'-10" 2'-10" 2'-0 7/8"
3'-4 7/8" 2'-10" 2'-10" 2'-0 7/8"
LOCKERS,SEE DETAILS.
LOCKERS,SEE DETAILS.
BY OWNER
SEMI- RECESSEDFIRE EXTINGUISHERAND CABINET
A10
A501
TYP.
A10
A501
TYP.
D1
A502
TYP. D5
A502
TYP.
M7
A502
TYP.
CMU
WOOD STUDS WITH DRYWALL ANDSOUND ATTENUATION BLANKETS
CONTROL JOINT (SEE DIMENSIONEDFLOOR PLANS FOR LOCATIONS)
FLOOR PLAN LEGENDTYPICAL FOR ALL SHEETS. SEE SHEET G001 FOR ADDITIONAL SYMBOLS
A. PROVIDE #5 VERTICAL REINFORCEMENT AT 48" ON CENTER FOR ALL WALLS5 5/8" THICK OR LARGER. PROVIDE #5 VERTICAL REINFORCEMENT AT ALLWINDOW AND DOOR JAMBS, AND AT ALL CORNERS.
B. PROVIDE CONTINUOUS - GROUT FILLED BOND BEAM SAME SIZE AS WALL WITH(2) #5 REBAR AT THE FOLLOWING LOCATIONS: (1) TOP OF ALL EXTERIORWALLS; (2) TOP OF WALL PARAPETS, (3) STEEL BEAM OR JOIST BEARING.PROVIDE CONTINUOUS - GROUT FILLED BOND BEAM SAME SIZE AS WALL WITH(4) #5 AT TOP OF ALL INTERIOR MASONRY WALLS, AND WHERE INDICATED.
C. FOR HORIZONTAL JOINT REINFORCING SIZE AND SPACINGS, SEESPECIFICATIONS.
D. VERTICAL REINFORCING NOTED HEREIN APPLIES TO THAT PORTION OF THEWALL ABOVE THE FOUNDATION WALL OR FOOTING. PROVIDE VERTICALBARS UP FROM FOUNDATION AT ALL REINFORCED CORES.
E. FOR DOUBLE WYTHE WALLS, REINFORCE BOTH WYTHES UNLESS OTHERWISEINDICATED.
F. SEE ARCHITECTURAL DRAWINGS FOR SLOPES, RECESSES, AND DIMENSIONSNOT INDICATED ON THE PLANS. ALL DIMENSIONS SHALL CONFORM WITHARCHITECTURAL DRAWINGS.
G. TYPICAL INTERIOR FLOOR SLAB CONSTRUCTION: 4" THICK CONCRETE SLABWITH WELDED WIRE FABRIC (6x6 - W1.4xW1.4) ON VAPOR BARRIER ANDCOMPACTED SUBBASE ON COMPACTED SOIL. FINISH FLOOR ELEVATION =100'-0"/(774.00) .
H. ALL PAD FOOTINGS SHALL BE CENTERED ON COLUMNS OR BEAM BEARINGUNLESS OTHERWISE INDICATED. ALL COLUMNS SHALL BEAR ON CONCRETEPIERS UNLESS OTHERWISE INDICATED.
I. ALL STRIP FOOTINGS SHALL BE CENTERED ON CONCRETE STEM WALLSUNLESS OTHERWISE INDICATED. ALL STRIP FOOTING REINFORCING BARSSHALL BE CONTINUOUS THROUGH PAD FOOTINGS.
J. ALL PAD AND STRIP FOOTINGS MAY BE TRENCHED (SIDES CAST AGAINSTEARTH) .
434 East First Street712 East Main Street
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500
INCOR ROP ATEDLWC
GENERAL NOTES:
SHEET NOTES:
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
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© 2016 LORENZ WILLIAMS, INCORPORATED
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/201
6 11
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49 A
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FIRST FLOOR AND FOUNDATIONPLANS
15617
SBG & PV
APRIL 12, 2016
A101EGS
MATLACK- MESSER STADIUMEARLHAM COLLEGE
801 NATIONAL ROAD WESTRICHMOND, INDIANA 47374
EARLHAM COLLEGE801 NATIONAL RD WESTRICHMOND, IN 47374
1800-327-5426
SCALE: 1/4" = 1'-0" A401
A1 FOUNDATION PLANSCALE: 1/4" = 1'-0" A401
A11 FIRST FLOOR
No. Revisions / Submissions Date
UPUP
11'-5 7/8"14'-5 3/4"
14'-9 7
/8"
7'-4
1/4
"8'-0
1/2
"6'-7
1/4"
4'-1
5/8
"14
'-3 3
/4"
5'-3 5
/8"
5'-4 3
/8"
21'-3
5/8
"5'-4 3
/8"
7'-3
3/4
."5'-4 3
/8"
5'-3 5
/8"
OFFICE202
TOILET203
FURNACE204
OFFICE206
OFFICE207
MEDIA208
COMMUNITYROOM201
11'-1 3/4"
55'-3 5
/8."
6'-11 1/2" 3'-10 3/4"
6'-2 1
/2"
9'-2
1/4
"10
'-8 7
/8"
3'-4"5'-4 3/8"7'-4"3'-4"1'-3 1/4"4'-6 7/8"9 1/8"
3'-4"5'-4 3/8"7'-4"3'-4"1'-3 1/4"4'-6 7/8"9 1/8"
20
220
320
420
6
201A
20
7
208
DATA205
205
1'-6
"
5'-4"
FRAME A-1
FRAME A-1
FRAME A-3
FR
AM
E
A-2
FR
AM
E
A-2
FR
AM
E
A-2
FRAME A-3
FR
AM
E
A-3
FR
AM
E
A-3
FR
AM
E
A-3
6"X6" COLUMN.EXTENDED FROMBASE PLATE ONSECOND FLOOR TOTOP OF ROOFTRUSS.
6"X6" COLUMN.EXTENDED FROMBASE PLATE ONSECOND FLOOR TOTOP OF ROOFTRUSS.
3" WIREGRAMMETS INCOUNTER.
25'-11 5/8"
PLASTIC LAMINATECOUNTER TOP WITHMETAL BRACKETS AT4'- 6" O.C.
FRAME A-4
18'-1
15/1
6"
18'-1
15/1
6"
18'-1
15/1
6"
4 7
/8"
2 1
/8"
7"
55'-3 5
/8"
2 1/8"7" 4'-6 7/8" 20'-7 5/8"
4 7
/8"
2 1
/8"
7"17
'-5 7
/16"
8 1
/2"
17'-5 7
/16"
8 1
/2"
17'-5 7
/16"
25'-11 5/8"
2 1/8"7" 4'-6 7/8" 20'-7 5/8"
201B
H10A501
Sim
H10A501
Sim
D1
A502
TYP.
D5
A502
TYP.
M7
A502
TYP.
L1A502
L1A502
SAFETY BRACING/ PERMANUFACTURES INSTRUCTIONS
WOOD 11 7/8" TJI. @ 16" O.C.
1 3/4 X 11 7/8" LVL LEDGER CONTINUOUSAROUND PERIMETER. SECURE WITH HILTI 1/2"
KWIK BOLT 3 EXPANSION ANCHORS WITH 31/2" AT 16" O.C. AND CENTERED VERTICALLY
WITHING THE BOND BEAM.
(3) 1 3/4 X 11 7/8" LVL
(3) 1 3/4 X 11 7/8" LVL
1 3/4 X 11 7/8" LVL
(3) 1 3/4 X 11 7/8" LVL
WOOD 11 7/8" TJI. @ 16" O.C.
SAFETY BRACING/ PERMANUFACTURES INSTRUCTIONS
SAFETY BRACING/ PERMANUFACTURES INSTRUCTIONS
MASONARY LINTEL.BOTTOM AT +7' 4"
MASONARY LINTEL.BOTTOM AT +7' 4"
(2) 1 3/4 X 11 7/8" LVL
4" END BEARING
4" END BEARING
4" END BEARING
4" END BEARING
2"X6'' RAFTERS AND CEILING JOISTS @2'-0" O.C. W 3/4" SHEATHING.
D1
A502
TYP.
D5
A502
TYP.
M7
A502
TYP.
CMU
WOOD STUDS WITH DRYWALL ANDSOUND ATTENUATION BLANKETS
CONTROL JOINT (SEE DIMENSIONEDFLOOR PLANS FOR LOCATIONS)
FLOOR PLAN LEGENDTYPICAL FOR ALL SHEETS. SEE SHEET G001 FOR ADDITIONAL SYMBOLS
434 East First Street712 East Main Street
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500
INCOR ROP ATEDLWC
GENERAL NOTES:
SHEET NOTES:
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
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Comm. No.
© 2016 LORENZ WILLIAMS, INCORPORATED
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Drawing No.
4/12
/201
6 11
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50 A
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SECOND FLOOR PLANS
15617
SBG & PV
APRIL 12, 2016
A102EGS
MATLACK- MESSER STADIUMEARLHAM COLLEGE
801 NATIONAL ROAD WESTRICHMOND, INDIANA 47374
EARLHAM COLLEGE801 NATIONAL RD WESTRICHMOND, IN 47374
1800-327-5426
SCALE: 1/4" = 1'-0" A401
A11 SECOND FLOORSCALE: 1/4" = 1'-0" A401
A1 SECOND FLOOR FRAMING PLAN
SEMI- RECESSEDFIRE EXTINGUISHERAND CABINET
No. Revisions / Submissions Date
UP
L1A502
L1A502
STANDING SEAM METAL ROOF ONUNDERLAYMENT, SEE SPECIFICATIONS.
DOWN SPOUT
DOWN SPOUT
PREFINISHED 5" GUTTER
DOWN SPOUT
DOWN SPOUT
PREFINISHED 5" GUTTER
D1
A502
TYP.
D5
A502
TYP.
M7
A502
TYP.
11'-5 7/8"
PRE ENGINEERED WOOD TRUSSES @2' 0" O.C. W 3/4" SHEATHING.BRACING PER MANUFACTURESRECOMMENDATION
EQ
EQ
EQ
6"X6" COLUMN. EXTENDED FROMBASE PLATE ON SECOND FLOORTO TOP OF ROOF TRUSS.
6"X6" COLUMN. EXTENDED FROMBASE PLATE ON SECOND FLOOR TOTOP OF ROOF TRUSS.
11 1/4" X 5 1/4" LVL, COLUMN TO COLUMN.SEESECTION FOR ELEVATION.
22" X 30"ATTIC ACCESS
5'-7 1/2"
D1
A502
TYP.
D5
A502
TYP.
M7
A502
TYP.
434 East First Street712 East Main Street
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500
INCOR ROP ATEDLWC
GENERAL NOTES:
KEY PLAN:
SHEET NOTES:
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
A
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Comm. No.
© 2016 LORENZ WILLIAMS, INCORPORATED
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Date
Drawing No.
4/12
/201
6 11
:30:
52 A
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ROOF AND FRAMING PLANS
15617
SBG & PV
APRIL 12, 2016
A103EGS
MATLACK- MESSER STADIUMEARLHAM COLLEGE
801 NATIONAL ROAD WESTRICHMOND, INDIANA 47374
EARLHAM COLLEGE801 NATIONAL RD WESTRICHMOND, IN 47374
1800-327-5426
SCALE: 1/4" = 1'-0" A401
A11 ROOF PLANSCALE: 1/4" = 1'-0" A401
A1 ROOF FRAMING PLAN
No. Revisions / Submissions Date
L1A502
L1A502
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
9'-5 3/4"
9'-5 3/4"
9'-5 3/4"
9'-5 3/4"
EQ
EQ
EQ EQ
EQ
EQ
START
9'-5 3/4"
9'-5 3/4"
2'-0"
2'-0"
BULKHEAD
BULKHEAD
D1
A502
TYP. D5
A502
TYP.
M7
A502
TYP.
L1A502
L1A502
8'-9"
8'-9"
8'-9"
8'-9"
8'-9"
8'-9"
8'-9"
8'-9" 22" X 30"ATTIC ACCESS
5'-7 1/2"
D1
A502
TYP. D5
A502
TYP.
M7
A502
TYP.
S
F
F HEAT DETECTORS
GRILLES, DIFFUSERS, REGISTERS, ETC.(SEE MECHANICAL DRAWINGS)
SURFACE MOUNTED LIGHT FIXTURES(SEE ELECTRICAL DRAWINGS)
PLASTER OR DRYWALL SURFACES
EXIT LIGHTS
CLASSROOM SOUND REINFORCEMENTSPEAKER
HEATING UNITS
SMOKE DETECTORS
ROW OF CEILING TILE TO BE CUT
RECESSED LIGHT FIXTURESSQUARE, RECTANGULAR, ROUND(SEE ELECTRICAL DRAWINGS)
OSOCCUPANCY SENSOR(SEE ELECTRICAL DWGS.)
CEILING DUPLEX RECEPTACLE(SEE ELECTRICAL DWGS.)
S
T
CL
VP CEILING MOUNTED VIDEO PROJECTOR
MOTION DETECTORMD
REFLECTED CEILING PLAN LEGENDTYPICAL FOR ALL SHEETS. SEE SHEET G001 FOR ADDITIONAL SYMBOLS
434 East First Street712 East Main Street
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500
INCOR ROP ATEDLWC
GENERAL NOTES:
SHEET NOTES:
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
A
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Comm. No.
© 2016 LORENZ WILLIAMS, INCORPORATED
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Date
Drawing No.
4/12
/201
6 11
:31:
01 A
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REFLECTED CEILING PLAN
15617
SBG & PV
APRIL 12, 2016
A200EGS
MATLACK- MESSER STADIUMEARLHAM COLLEGE
801 NATIONAL ROAD WESTRICHMOND, INDIANA 47374
EARLHAM COLLEGE801 NATIONAL RD WESTRICHMOND, IN 47374
1800-327-5426
SCALE: 1/4" = 1'-0" A401
A11 SECOND FLOOR REFLECTEDCEILING PLAN
SCALE: 1/4" = 1'-0" A401
A1 REFLECTED CEILING PLAN
No. Revisions / Submissions Date
FIRST FLOOR
EL. 100'-0"
SECOND FLOOR
EL. 110'-8"
FIRST FLOOR
EL. 100'-0"
SECOND FLOOR
EL. 110'-8"
19'-4"
L1A502
L1A502
FIRST FLOOR
EL. 100'-0"
SECOND FLOOR
EL. 110'-8"
L1A502
L1A502
4" DOWNSPOUT4" DOWNSPOUT
55'-4 1/8"
EQ
EQ
ALUMINIUM STOREFRONT
FIRST FLOOR
EL. 100'-0"
SECOND FLOOR
EL. 110'-8"
434 East First Street712 East Main Street
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500
INCOR ROP ATEDLWC
GENERAL NOTES:
KEY PLAN:
SHEET NOTES:
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
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Comm. No.
© 2016 LORENZ WILLIAMS, INCORPORATED
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4/12
/201
6 11
:31:
08 A
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ELEVATIONS
15617
SBG & PV
APRIL 12, 2016
A401EGS
MATLACK- MESSER STADIUMEARLHAM COLLEGE
801 NATIONAL ROAD WESTRICHMOND, INDIANA 47374
EARLHAM COLLEGE801 NATIONAL RD WESTRICHMOND, IN 47374
1800-327-5426
SCALE: 1/4" = 1'-0"
L13 A - DOCS - East
SCALE: 1/4" = 1'-0"
A9 A - DOCS - North
SCALE: 1/4" = 1'-0"
L1 A - DOCS - South
SCALE: 1/4" = 1'-0"
A1 A - DOCS - West
PREFINISHED METAL FASCIA
METAL PANEL SYSTEM
CONTINUOUS METAL DRIP
PREFINISH METAL WRAP
METAL DRIP & FLASHING
METAL PANEL SYSTEM
STANDING SEAMMETAL ROOF
5" PREFINISHED METALGUTTER
CONTRASTING SMOOTH CMUWITH MATCHING MORTARCOLOUR AT HEAD JOINTS
COLOURED SPLIT FACED CMUWITH COLOURED MORTAR
STEEL STAIR. SEE DETAILS.
ALUMNIUM STOREFRONT
STEEL STAIR.SEE DETAILS.
PREFINISHED METAL FASCIA
METAL PANEL SYSTEM
CONTINUOUS METAL DRIP
PREFINISH METAL WRAP
METAL DRIP & FLASHING
METAL PANEL SYSTEM
5" PREFINISHED METALGUTTER
CONTRASTING SMOOTH CMUWITH MATCHING MORTARCOLOUR AT HEAD JOINTS
COLOURED SPLIT FACED CMUWITH COLOURED MORTAR
STEEL STAIR.SEE DETAILS.
STEEL STAIR.SEE DETAILS.
STEEL STAIR.SEE DETAILS.
No. Revisions / Submissions Date
GALVANIZED STEELGRATE TREAD SIMILARTO MC NICHOLS640231T175
1/8" GALVANIZEDSTEEL PLATE RISER.
1 1/2" GAP
GALVANIZED STEELCHANNEL STRINGER
GALVANIZED CHECKERPLATE NOSING
CONCRETE STAIR SUPPORTFOUNDATION WITH 2-#5 BARS
8" CONCRETE SLAB WITH 6X6,W1.4XW1.4 W.W.M
MC12X10.6 GALVANIZEDSTRINGER
1 1/2" DIA ANODIZEDALUMINUM HANDRAIL.
1 1/2" DIA ANODIZED ALUMINUMHANDRAIL. GAUD RAIL WITH3/4" ALUM. PICKETS @ 4" O.C.
GALVANIZED STEEL GRATE TREAD SIMILAR TO MCNICHOLS 640231T175 WITH AN 1/3" GALVANIZEDSTEEL RISER EXTENDING 4" ABOVE THE TOP OFTREAD
GALVANIZED STEELGRATE LANDING
4"X4" GALVANIZEDSTEEL TUBES
12" DIA CONCRETECOLUMN PIER.
ELEV. 100'-0"
3'-0
"10
'-8"
10'-0
"8"
4"
3'-6"
4"
2'-10
1/8
"8"
1'-0 3/4"
3'-0
"
1'-0"
8"
A1A501
SIM
7 1/
2"
4'-0
"7
1/2"
5'-3"
4'-0" 1'-0"
5'-0"
18 TREADS @ 11"= 16'-6" 1'-0"
1'-2" 3'-4" 2"
5'-1
1/2"
PLASTIC LAMINATECABINET & DOORS
PLASTIC LAMINATESHELF
CHROME COATHANGER ROD
4" VINYL BASE 4" VINYL BASE
PLASTIC LAMINATESHELF
PLASTIC LAMINATECABINET & DOORS
CHROME COATHANGER ROD
PLASTIC LAMINATEFILLER
5'-0
"
1'-0"
3"
1'-4"
2'-0"
7'-0
"
4"
WARDROBE CABINET SECTION
3'-6" 3'-6"
WARDROBE CABINET ELEVATION
7'-0
"
4"
1'-6"
6'-8"
9"
4"
1 1/
2"
10"
1 1/
2"
3'-9"
1'-1
1/4
"4 3
/4"
1'-0 3/4"
1"
1'-11"
6"
1 1/
2"
1 1/
2"
1/2"
1"
6'-8"
3/4" HARDWOOD PLYWOOD BASE
3/4" HARDWOOD PLYWOOD BOTTOM
3/4" HARDWOOD VENEER WITHVERTICAL VENTING SLOTS AT 2" O.C.
3/4" HARDWOOD PLYWOOD WITH 1/8"MATCHING EDGE BANDING SEAT ANDCOMPARTMENT LID WITH PIANO HINGE
STORAGE COMPARTMENT
3/4" HARDWOOD PLYWOOD WITH 1/8"MATCHING EDGE BANDING SEAT .
3/4" HARDWOOD VENEERPLYWOOD BACK PANEL
THREE COAT HOOKS PERLOCKER UNIT.
3/4" HARDWOOD PLYWOOD WITH 1/8"MATCHING EDGE BANDING SEAT ANDCOMPARTMENT LID WITH PIANO HINGE ANDCOMBINATION LOCK.
TWO LAYERS OF 3/4" HARDWOODPLYWOOD WITH 1/8" MATCHING EDGEBANDING SEAT .
EASE CORNERS OF END PANELSWITH 1/2" RADIUS.
3/4" HARDWOOD PLYWOOD BASE
3/4" HARDWOOD VENEER WITHVERTICAL VENTING SLOTS AT 2" O.C.
3/4" HARDWOOD PLYWOOD WITH 1/8"MATCHING EDGE BANDING SEAT ANDCOMPARTMENT LID WITH PIANO HINGE
3/4" HARDWOOD PLYWOOD WITH 1/8"MATCHING EDGE BANDING SEAT .
3/4" HARDWOOD VENEERPLYWOOD BACK PANEL
THREE COAT HOOKS PERLOCKER UNIT.
3/4" HARDWOOD PLYWOOD WITH 1/8"MATCHING EDGE BANDING SEAT ANDCOMPARTMENT LID WITH PIANO HINGE ANDCOMBINATION LOCK.
TWO LAYERS OF 3/4" HARDWOODPLYWOOD WITH 1/8" MATCHING EDGEBANDING SEAT .
EASE CORNERS OF END PANELSWITH 1/2" RADIUS.
ATHLETIC LOCKER ELEVATION ATHLETIC LOCKER SECTION
FIRST FLOOR
EL. 100'-0"
8 1/4" 7 5/8" 8 1/4"
3 1
/2"
8 1
/2"
1'-0
"
SPLIT FACE CMU W/#6 @ 48" O.C.GROUT SOLIDHORZ. REINF @ 16" 0.C.
4" SLAB ON GRADEW/6X6 W1.4 X W1.4 WWM SEE CIVIL FOR
GRADE ELEVATION
4" GRAVEL FILL
CAST IN PLACE CONRETEFOUNDATION W (3) #5REINFORCEMENT BARS
4"
4"
1'-0
"
2'-0"
4" CONCRETE SLAB ON GRADEWITH 6X6- W1.4XW1.4 W.W.M.
10 MIL VAPOUR RETARDER
4" COMPACTED AGGREGATE
2- #5 BARS
434 East First Street712 East Main Street
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500
INCOR ROP ATEDLWC
GENERAL NOTES:
KEY PLAN:
SHEET NOTES:
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
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© 2016 LORENZ WILLIAMS, INCORPORATED
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Date
Drawing No.
4/12
/201
6 11
:31:
13 A
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STAIR & LOCKER DETAILS
15617
SBG & PV
APRIL 12, 2016
A501EGS
MATLACK- MESSER STADIUMEARLHAM COLLEGE
801 NATIONAL ROAD WESTRICHMOND, INDIANA 47374
EARLHAM COLLEGE801 NATIONAL RD WESTRICHMOND, IN 47374
1800-327-5426
SCALE: 1 1/2" = 1'-0" A501
A1 Detail 4SCALE: 1/2" = 1'-0" A101
A10 STAIR SECTION DETAIL
SCALE: 1/2" = 1'-0" A102
H10 STAIR PLAN DETAIL
SCALE: 1/2" = 1'-0"
L1 LOCKER DETAILS
SCALE: 1" = 1'-0"
L10 ATHLETIC LOCKER DETAILS
No. Revisions / Submissions Date
SCALE: 1" = 1'-0" A502
G1 TYPICAL FOUNDATION
SCALE: 1" = 1'-0" A101
D1 TYPICAL THICKENED SLABDETAIL
ALUMINUMSTOREFRONTSEALANT
ALUMINUM PANFLASHING UNDERSTOREFRONT. MATCHSTOREFRONT FINISH.
PREFINISHED METALCOUNTERFLASHING
2X6 NAILERS
1/2" OSBSHEATHING
8" CMU BONDBEAM WITH 2#4BARS
2X6 WOOS STUDSAT 16" O.C.
6" FIBERGLASSINSULATION , R-19
1/2" DRYWALL
2X6 BLOCKING BETWEENCOLUMN AND NEXT STUD
2X6 BOTTOM PLATE WITH1/2" ANCHOR BOLTS AT32" O.C.
3/4" T&G OSB FLOOR
1 3/4" X 11 7/8" LVLLEDGER WITH 1/2" HILTIKWIK BOLT 3 EXPANSIONANCHORS AT 16" O.C.
SIMPSON TJI HOISTHANGERS
11 7/8" TJI JOISTAT 16" O.C.8" CMU
STANDING SEAM METALROOF ON UNDERLAYMENT.SEE SPECS.
3/4" ROOFSHEATHING
DRIP EDGE
2X8 FASCIA
.050" PREFINISHED METALWRAP
2X6 FASCIA
1" RIGID INSULATION,R-5 TAPE JOINTS
1/2" OSB SHEATHING
6X6 WOOD COLUMN BEYOND
PRE ENGINEERED WOOD TRUSS AT 24" O.C.
PREFINISHED METAL PANEL SYSTEM
12" FIBERGLASS INSULATION , R-38.HOLDDOWN FROM ROOF DECK 2" AT LOW END
1/2" DRYWALL
3/4" x 1 3/4" WOOD TRIM TOCONCEAL TOP PLATE
STANDING SEAM METALROOF ON UNDERLAYMENT. SEE SPECS
3/4" ROOF SHEATHING
DRIP EDGE
2X8 FASCIA
5" PREFINISHED METAL GUTTER.050" PREFINISHED METAL WRAP
2X6 FASCIA
2X8 TOP PLATE WITH 1/2" ANCHORBOLTS AT 32" O.C.
8" CMU BOND BEAM WITH 2#4 BARS
8" CMU
STANDING SEAM METAL ROOF ONUNDERLAYMENT. SEE SPECS.
3/4" ROOF SHEATHING
DRIP EDGE
2X8 FASCIA
.050" PREFINISHEDMETAL WRAP
2X6 FASCIA
1" RIGID INSULATION,R-5TAPE JOINTS
1/2" OSB SHEATHING
PRE ENGINEERED WOODTRUSS AT 24" O.C.
PREFINISHED METALPANEL SYSTEM
2X6 OUTRIGGER
2X6 STUD AT 16" O.C.
1X4 BLOCKING
1" RIGID INSULATION,R-5TAPE JOINTS
1/2" OSB SHEATHING
PREFINISHED METALPANEL SYSTEM
PREFINISHED METAL DRIPSEALED WITH FLASHINGTAPE TO THE RIGIDINSULATION
PREFINISHED METAL TRIM
SEALANT
ALUMINUM STOREFRONT
DOUBLE 2X6
1/2" DRYWALL
3- 2X12'S WITH 1/2" OSB SPACERS
DOUBLE 2X6
6" WOOD STUDS AT 16" O.C.
PRE ENGINEERED WOODTRUSS AT 24" O.C.6" FIBERGLASS INSULATION, R-19
5/8" DRYWALL CEILING
A12A502
Sim
F17A502
Sim
L12A502
Sim
SPLIT FACE CMU W/#6 @ 48" O.C. GROUT
SOLID HORZ. REINF@ 16" O.C.
SEALANT
ALUMINUM STOREFRONT
PREFINISHED METAL DRIPSEALED WITH FLASHING TAPETO THE RIGID INSULATION
PREFINISHED METAL TRIM
DOUBLE 2X6
1/2" DRYWALL
DOUBLE 2X6
1" RIGID INSULATION,R-5TAPE JOINTS
12" FIBERGLASS INSULATION, R-19
PREFINISHED METAL PANEL SYSTEM
PRE ENGINEERED WOOD TRUSSAT 24" O.C.
6X6 WOOD COLUMN BEYOND.
1/2" OSB SHEATHING
HURRICANE CLIPS
6" FIBERGLASSINSULATION , R-19
2X6 WOOD STUDS AT16" O.C.
1/2" OSB SHEATHING
1" RIGID INSULATION, R-5
PREFINISHED METALPANEL SYSTEM
ALUMINUM PAN FLASHINGUNDER STOREFRONT.MATCH STOREFRONTFINISH.
SEALANT
ALUMINUM STOREFRONT
1/2" DRYWALL
8" CMU
8" CMU BONDBEAMS WITH 2#4BARS
1 3/4" X 11 7/8" LVL LEDGERWITH 1/2" HILTI KIKW BOLT 3EXPANSION ANCHORS AT16" O.C.
3/4" T&G OSB BOARD
PREFINISHED METALDRIP SEALED WITHFLASHING TAPE TO THERIGID INSULATION.
2X6 BOTTOM PLATEWITH 1/2" ANCHOR BOLTAT 32" O.C.
2X6 RAFTERS AT 24" O.C.
HURRICANE CLIPS
2X8 TOP PLATE WITH 1/2"ANCHOR BOLTS AT 32" O.C.
12" FIBERGLASS INSULATION, R-38
STANDING SEAM MEAT ROOF ONUNDERLAYMENT. SEE SPECS.
3/4" ROOF SHEATHING
DRIP EDGE
2X8 FASCIA
5" PREFINISHEDMETAL GUTTER
.050" PREFINISHEDMETAL WRAP
2X6 FASCIA
8" CMU BOND BEAMWITH 2#4 BARS
8" CMU
2X6 NAILER
2X6 CEILING JOIST AT 24" O.C.
1/2" DRYWALL
SEALANT
ALUMINUMSTOREFRONT
SEALANT
8"
CMU
LINE OF FLASHINGBELOW
LINE OF CMU BELOW
.050" PREFINISHEDALUMINUM WRAP1" RIGID INSULATION,R-5. TAPE JOINTS.1/2" OSBSHEATHING
6X6 WOODCOLUMN
2X6 CRIPPLE
SEALANT
ALUMINUMSTOREFRONT
1/2" DRYWALL
.050" PREFINISHEDALUMINUM WRAP
1" RIGID INSULATION,R-5. TAPE JOINTS.
1/2" OSB SHEATHING
6X6 WOOD COLUMN
2X6 CRIPPLE
SEALANT
ALUMINUMSTOREFRONT
2X6 CRIPPLE
SEALANT
8" CMU
8" CMU BOND BEAMSWITH 2#4 BARS
1 3/4" X 11 7/8" LVL LEDGERWITH 1/2" HILTI KIKW BOLT 3EXPANSION ANCHORS AT16" O.C.
3/4" T&G OSB BOARD
PREFINISHED METAL DRIPSEALED WITH FLASHINGTAPE TO THE RIGIDINSULATION.
2X6 BOTTOM PLATEWITH 1/2" ANCHORBOLT AT 32" O.C.
1/2" DRYWALL6" FIBERGLASSINSULATION , R-19
2X6 WOOD STUDS AT16" O.C.
1/2" OSB SHEATHING
1" RIGID INSULATION, R-5
PREFINISHED METALPANEL SYSTEM
ALUMINUM PANFLASHING UNDERSTOREFRONT. MATCHSTOREFRONT FINISH.
SEALANT
ALUMINUM STOREFRONT
STANDING SEAM METAL ROOF ONUNDERLAYMENT. SEE SPECS.
3/4" ROOF SHEATHING
DRIP EDGE
2X8 FASCIA
.050" PREFINISHEDMETAL WRAP
2X6 FASCIA
2X6 OUTRIGGER
8" CMU
8" CMU BOND BEAM WITH 2#4BARS. STAIR STEP ASREQUIRED TO FOLLOW THESLOPE OF ROOF.
2X8 TOPPLATE WITH1/2" ANCHORBOLTS AT32" O.C.
HOLLOW METAL DOOR FRAME
ALUMINUM THRESHOLDSEALED TO FLASHING
.050" ALUMINUM FLASHING
8" CMU BOND BEAMWITH 2#4 bars.
3/4" T&G OSB SUB FLOOR
8" CMU
1 3/4" X 11 7/8" LVL LEDGER WITH1/2" HILTI KIKW BOLT 3 EXPANSIONANCHORS AT 16" O.C.
P17A502
Sim
D12A502
Sim
A9A502
Sim
G1A501
SIM
A6A502
Sim
A3A502
Sim
G1A501
SIM
FIRST FLOOR
EL. 100'-0"
SECOND FLOOR
EL. 110'-8"
3'-0
"
12" FIBERGLASS INSULATIONBETWEEN WOOD TRUSSES, R-38
6" WOOD STUDS WITHR-19 INSULATION
25'-10 5/8"
12" FIBERGLASS INSULATIONBETWEEN WOOD TRUSSES,
R-38
10'-8"11'-2 5
/8"
24'-7"
19'-5"
20
'-2 5
/8"
12'-7
1/4"
4'-11
3/8
"2'-5"
7'-3
3/4
"
A12A502
Sim
F17A502
Sim
A17A502
Sim
K17A502
Sim
H12A502
Sim
SPLIT FACE CMU W/#6 @ 48" O.C. GROUTSOLID HORZ. REINF@ 16" O.C.
SPLIT FACE CMU W/#6 @ 48" O.C. GROUT
SOLID HORZ. REINF@ 16" O.C.
434 East First Street712 East Main Street
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500
INCOR ROP ATEDLWC
GENERAL NOTES:
KEY PLAN:
SHEET NOTES:
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
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Comm. No.
© 2016 LORENZ WILLIAMS, INCORPORATED
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SECTIONS & DETAILS
15617
SBG & PV
APRIL 12, 2016
A502EGS
MATLACK- MESSER STADIUMEARLHAM COLLEGE
801 NATIONAL ROAD WESTRICHMOND, INDIANA 47374
EARLHAM COLLEGE801 NATIONAL RD WESTRICHMOND, IN 47374
1800-327-5426
SCALE: 1 1/2" = 1'-0" A502
A17 ESCALE: 1 1/2" = 1'-0" A502
A12 F
SCALE: 1 1/2" = 1'-0" A502
H12 G
SCALE: 1 1/2" = 1'-0" A502
P17 H
SCALE: 1 1/2" = 1'-0" A502
D12 J
SCALE: 1/4" = 1'-0" A101
M7 SECTION_4
SCALE: 1 1/2" = 1'-0" A502
F17 K
SCALE: 1 1/2" = 1'-0" A502
L12 P
SCALE: 1 1/2" = 1'-0" A502
K17 D
SCALE: 1 1/2" = 1'-0"
F9 B
SCALE: 1 1/2" = 1'-0"
J9 C
SCALE: 1 1/2" = 1'-0" A502
A9 LSCALE: 1 1/2" = 1'-0" A502
A6 MSCALE: 1 1/2" = 1'-0" A502
A3 NSCALE: 1/1/2" =1'-0"
SCALE: 3/8" = 1'-0" A101
D1 SECTION_1SCALE: 3/8" = 1'-0" A101
D5 SECTION_2
A1 A
No. Revisions / Submissions Date
SCALE: 1/4" = 1'-0" A101
L1 SECTION_3
PREFINISHED METAL DRIP EDGE
PREFINISHED METAL WRAP OVER 1X FASCIA
SPLIT FACE CMU WITH COLOREDMORTAR. MATCH MAIN BUILDING.
FINISH GRADE
16"X 12" CONCRETE FOOTING WITH 2-#5 BARS.
PREFINISHED METAL DRIP EDGE
PREFINISHED METAL WRAPOVER 1X FASCIA
SPLIT FACE CMU WITH COLOREDMORTAR. MATCH MAIN BUILDING.
FINISH GRADE
16"X 12" CONCRETEFOOTING WITH 2-#5BARS.
PREFINISHED METAL DRIP EDGE
PREFINISHED METAL WRAP OVER 1X FASCIA
3.5"X 7 1/4" LVL BEAM , PAINTED
PREFINISHED METAL SOFFIT
4"X 4" X 3/16" STEEL TUBESPAINTED. COATBURIED PORTIONWITH BITUMINOUS COATING.
SPLIT FACE CMU WITH COLOREDMORTAR. MATCH MAIN BUILDING.
8' ALUMINUM BENCHES
FINISH GRADE
EDGE OF SLAB TURNED DOWN 12".16"X 12" CONCRETE FOOTING WITH 2-#5 BARS.
PREFINISHED METAL DRIP EDGE
PREFINISHED METAL WRAP OVER 1X FASCIA
3.5"X 7 1/4" LVL BEAM , PAINTED
4"X 4" X 3/16" STEEL TUBESPAINTED. COATBURIED PORTIONWITH BITUMINOUS COATING.
SPLIT FACE CMU WITH COLOREDMORTAR. MATCH MAIN BUILDING.
8' ALUMINUM BENCHES
FINISH GRADE
EDGE OF SLABTURNED DOWN 12".
16"X 12" CONCRETEFOOTING WITH 2-#5BARS.
PREFINISHED METAL DRIP EDGE
PREFINISHED METAL WRAP OVER 1X FASCIA
3.5"X 7 1/4" LVL BEAM , PAINTED
PREFINISHED METAL SOFFIT
4"X 4" X 3/16" STEEL TUBESPAINTED. COATBURIED PORTIONWITH BITUMINOUS COATING.
SPLIT FACE CMU WITH COLOREDMORTAR. MATCH MAIN BUILDING.
8' ALUMINUM BENCHES
FINISH GRADE
EDGE OF SLAB TURNED DOWN 12".16"X 12" CONCRETE FOOTING WITH 2-#5 BARS.
PREFINISHED METAL DRIP EDGE
PREFINISHED METAL WRAP OVER 1X FASCIA
3.5"X 7 1/4" LVL BEAM , PAINTED
4"X 4" X 3/16" STEEL TUBESPAINTED. COATBURIED PORTIONWITH BITUMINOUS COATING.
SPLIT FACE CMU WITH COLOREDMORTAR. MATCH MAIN BUILDING.
8' ALUMINUM BENCHES
FINISH GRADE
EDGE OF SLABTURNED DOWN 12".
16"X 12" CONCRETEFOOTING WITH 2-#5BARS.
PREFINISHED METAL DRIP EDGE
PREFINISHED METAL WRAP OVER 1X FASCIA
SPLIT FACE CMU WITH COLOREDMORTAR. MATCH MAIN BUILDING.
FINISH GRADE
16"X 12" CONCRETE FOOTING WITH 2-#5 BARS.
PREFINISHED METAL DRIP EDGE
PREFINISHED METAL WRAPOVER 1X FASCIA
SPLIT FACE CMU WITH COLOREDMORTAR. MATCH MAIN BUILDING.
FINISH GRADE
16"X 12" CONCRETEFOOTING WITH 2-#5BARS.
5 5/8" 12'-2 5/8" 12'-2 5/8" 11'-11"
5 5/8"
37'-3 5/8"
5 7
/8"
2'-2 1
/8"
3'-11
5/8
"
FOUR 8' ALUMINUM BENCHES . CORE DRILL SLAB &SET SUPPORT POSTS IN NON-SHRINK GROUT.
16"X 12" CONCRETE FOOTING WITH 2-#5 BARS
4" CONCRETE SLAB WITH 6X6, W1.4XW1.4 WWM ON 4"OF COMPACTED AGGREGATE FILL. SLOPE SLAB1/4" PER FOOT. TURN EDGE OF SLAB DOWN 12".
24"X20" CONCRETE FOOTING WITH 2-#5 BARS EACH WAY.
A1
A503
TYP.
2X6 RAFTERS AT 16"O.C.
3.5"X 71/4" LVL BEAM,PAINTED.
4"X4"X3/16" STEEL TUBES PAINTED. COATBURIED PORTION WITH BITUMINOUS COATING.
HOME TEAM DUGOUT ROOF FRAMING PLAN
9'-3 5/8" 2" 12'-1 3/8" 12'-1 3/8" 11'-9 3/4"
5 5/8"
45'-11 5/8"
3'-11
5/8
"2'-2 1
/8"
5 7
/8"
FOUR 8' ALUMINUM BENCHES . CORE DRILL SLAB &SET SUPPORT POSTS IN NON-SHRINK GROUT.
STORAGE ROOMDO-1
16"X 12" CONCRETE FOOTING WITH 2-#5 BARS
4" CONCRETE SLAB WITH 6X6, W1.4XW1.4 WWM ON 4"OF COMPACTED AGGREGATE FILL. SLOPE SLAB1/4" PER FOOT. TURN EDGE OF SLAB DOWN 12".
24"X20" CONCRETE FOOTING WITH 2-#5 BARS EACH WAY.
D0
-1
A1
A503
TYP.
2X6 RAFTERS AT 16"O.C.
3.5"X 71/4" LVL BEAM,PAINTED.
4"X4"X3/16" STEEL TUBES PAINTED. COATBURIED PORTION WITH BITUMINOUS COATING.
VISITOR TEAM DUGOUT ROOF FRAMING PLAN
STANDING SEAM METAL ROOFON UNDERLAYMENT
1/2" OSB ROOF DECK
2X6 RAFTERS AT 16"O.C.
PREFINISHED METALDRIP EDGE
PREFINISHED METALWRAP OVER 1X FASCIA
2X8 PRESSURE TREATED TOPPLATE WITH 1/2" ANCHOR
BOLTS AT 24" O.C.
8" CMU BOND BEAM WITH2-#4 BARS
PREFINISHEDMETAL SOFFIT
SPLIT FACE CMU WITHCOLORED MORTAR. MATCHMAIN BUILDING
8' ALUMINUM BENCHES
FINISH GRADE
16"X12" CONCRETEFOOTING WITH 2-#5 BARS.
3.5"X7 1/4" LVLBEAM,PAINTED
4" CONCRETE SLAB WITH 6X6,W1.4X W1.4 WWM ON 4"COMPACTED AGGREGATEFILL. SLOPE 1/4" PER FOOT .BROOM FINISH.
EDGE OF SLAB TURNEDDOWN 12"
PREFINISHEDMETAL SOFFIT
4" CONCERTE SLAB WITH 6X6,W1.4X W1.4 WWM ON 4"COMPACTED AGGREGATEFILL. SLOPE 1/4" PER FOOT .BROOM FINISH.
EDGE OF SLAB TURNED DOWN 12"
A9A503
SimA13A503
Sim
A11A503
Sim
A11A503
Sim
DOOR
STANDING SEAM METAL ROOFON UNDERLAYMENT
1/2" OSB ROOF DECK
2X6 RAFTERS AT 16"O.C.
PREFINISHED METALDRIP EDGE
PREFINISHED METALWRAP OVER 1X FASCIA
3.5"X7 1/4" LVLBEAM,PAINTED
1X4 WOOD STUD
1X8 WOOD TRIM
2X6 WOOD STUD
STANDING SEAM METAL ROOFON UNDERLAYMENT
1/2" OSB ROOF DECK
2X6 RAFTERS AT 16"O.C.
PREFINISHED METALDRIP EDGE
PREFINISHED METALWRAP OVER 1X FASCIA
2X8 PRESSURE TREATED TOPPLATE WITH 1/2" ANCHORBOLTS AT 24" O.C.
1X4 WOOD TRIM
1X8 WOOD TRIM
2X6 WOOD STUD
2X8 PRESSURE TREATED TOPPLATE WITH 1/2" ANCHOR
BOLTS AT 24" O.C.
STANDING SEAM METAL ROOFON UNDERLAYMENT
1/2" OSB ROOF DECK
2X6 RAFTERS AT 16"O.C.
PREFINISHED METALDRIP EDGE
PREFINISHED METALWRAP OVER 1X FASCIA
1X4 WOOD TRIM
1X8 WOOD TRIM
2X6 WOOD STUD
434 East First Street712 East Main Street
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500
INCOR ROP ATEDLWC
GENERAL NOTES:
KEY PLAN:
SHEET NOTES:
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
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Comm. No.
© 2016 LORENZ WILLIAMS, INCORPORATED
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4/12
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DUGOUT DETAILS
15617
SBG & PV
APRIL 12, 2016
A503EGS
MATLACK- MESSER STADIUMEARLHAM COLLEGE
801 NATIONAL ROAD WESTRICHMOND, INDIANA 47374
EARLHAM COLLEGE801 NATIONAL RD WESTRICHMOND, IN 47374
1800-327-5426
SCALE: 1/4" = 1'-0"
E1 HOME TEAM DUGOUT REARELEVATION
SCALE: 1/4" = 1'-0"
H1 HOME TEAM DUGOUT FRONTELEVATION
SCALE: 1/4" = 1'-0"
3 VISITOR TEAM DUGOUT FRONTELEVATION
SCALE: 1/4" = 1'-0"
L1 VISITOR TEAM DUGOUT REARELEVATION
SCALE: 1/4" = 1'-0"
M12 HOME TEAM DUGOUT FLOORPLAN
SCALE: 1/4" = 1'-0"
J12 VISITOR TEAM DUGOUT FLOORPLAN
SCALE: 1/4" = 1'-0"
E12 DUGOUT ROOF FRAMING PLAN
SCALE: 3/8" = 1'-0" A503
A1 SECTIONSSCALE: 1 1/2" = 1'-0" A503
A13 DUGOUT SECTION BSCALE: 1 1/2" = 1'-0" A503
A9 DUGOUT SECTION ASCALE: 1 1/2" = 1'-0" A503
A11 DUGOUT SECTION C
No. Revisions / Submissions Date
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19 19
19
19
19
19
19
19
19
19
19
RAMP
5'-6 9/16"
4'-11 3/16"
60" FRONT WALKWAY
TREAD PLATEALUM.
(1 : 12 SLOPE)
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
19
RAMP
5'-6 9/16"
4'-11 3/16"
60" FRONT WALKWAY
TREAD PLATEALUM.
(1 : 12 SLOPE)
W D
UP
UP
33'-0
"
14'-3"
4'-6"
14'-3"
24'-0
"
COLOSSEUM-ONE CHAIRMODULES IN LAST TWO ROWS.
STEPPED VERTICAL AISLE WITH1.9" OD ALUMINIUM PIPE RAIL.
ALUMINIUM BENCH SEATING IN1ST THREE ROWS
57'-0
1/2
"
8'-0
"
14'-0"3'-10 3/8"
8'-0
"
14'-0" 3'-10 3/8"
434 East First Street712 East Main Street
Dayton, OH 45402Richmond, IN 47374 765.966.3546
937.223.6500
INCOR ROP ATEDLWC
GENERAL NOTES:
KEY PLAN:
SHEET NOTES:
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
A
B
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D
E
F
G
H
J
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L
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P
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3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021
Comm. No.
© 2016 LORENZ WILLIAMS, INCORPORATED
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Date
Drawing No.
4/12
/201
6 11
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BLEACHER DETAIL
15617
SBG & PV
APRIL 12, 2016
A601EGS
MATLACK- MESSER STADIUMEARLHAM COLLEGE
801 NATIONAL ROAD WESTRICHMOND, INDIANA 47374
EARLHAM COLLEGE801 NATIONAL RD WESTRICHMOND, IN 47374
1800-327-5426
SCALE: 1/8" = 1'-0" A401
1 FIRST FLOOR PLAN WITHBLEACHERS
No. Revisions / Submissions Date