k building package bid documents j april 12, 2016 · 2019-02-12 · oc od off oping opp horizontal...

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


937.223.6500

INCOR ROP ATEDLWC

1

A

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

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

4/12

/201

6 11

:31:

22 A

M

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


DETAIL NUMBER

DETAIL 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


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

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021

Comm. No.


Drawn

Checked

Date

Drawing No.

4/12

/201

6 11

:31:

21 A

MC

:\Use

rs\ p

v\D

ocum

ents

\156

1 7.0

1-Ea

rlha m

-Soc

cerC

o mpl

ex- A

RC

H-2

016 _

PV.rv

t

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


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




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

"



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

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021

Comm. No.


Drawn

Checked

Date

Drawing No.

4/12

/201

6 11

:30:

45 A

MC

:\Use

rs\ p

v\D

ocum

ents

\156

1 7.0

1-Ea

rlha m

-Soc

cerC

o mpl

ex- A

RC

H-2

016 _

PV.rv

t

SCHEDULES AND DETAILS

15617

SBG & PV

APRIL 12, 2016

A001EGS




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


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) .



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

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021

Comm. No.


Drawn

Checked

Date

Drawing No.

4/12

/201

6 11

:30:

49 A

MC

:\Use

rs\ p

v\D

ocum

ents

\156

1 7.0

1-Ea

rlha m

-Soc

cerC

o mpl

ex- A

RC

H-2

016 _

PV.rv

t

FIRST FLOOR AND FOUNDATIONPLANS

15617

SBG & PV

APRIL 12, 2016

A101EGS




1800-327-5426

SCALE: 1/4" = 1'-0" A401

A1 FOUNDATION PLANSCALE: 1/4" = 1'-0" A401

A11 FIRST FLOOR


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.



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



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

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021

Comm. No.


Drawn

Checked

Date

Drawing No.

4/12

/201

6 11

:30:

50 A

MC

:\Use

rs\ p

v\D

ocum

ents

\156

1 7.0

1-Ea

rlha m

-Soc

cerC

o mpl

ex- A

RC

H-2

016 _

PV.rv

t

SECOND FLOOR PLANS

15617

SBG & PV

APRIL 12, 2016

A102EGS




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


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.



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

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021

Comm. No.


Drawn

Checked

Date

Drawing No.

4/12

/201

6 11

:30:

52 A

MC

:\Use

rs\ p

v\D

ocum

ents

\156

1 7.0

1-Ea

rlha m

-Soc

cerC

o mpl

ex- A

RC

H-2

016 _

PV.rv

t

ROOF AND FRAMING PLANS

15617

SBG & PV

APRIL 12, 2016

A103EGS




1800-327-5426

SCALE: 1/4" = 1'-0" A401

A11 ROOF PLANSCALE: 1/4" = 1'-0" A401

A1 ROOF FRAMING PLAN


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



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

B

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021

Comm. No.


Drawn

Checked

Date

Drawing No.

4/12

/201

6 11

:31:

01 A

MC

:\Use

rs\ p

v\D

ocum

ents

\156

1 7.0

1-Ea

rlha m

-Soc

cerC

o mpl

ex- A

RC

H-2

016 _

PV.rv

t

REFLECTED CEILING PLAN

15617

SBG & PV

APRIL 12, 2016

A200EGS




1800-327-5426

SCALE: 1/4" = 1'-0" A401

A11 SECOND FLOOR REFLECTEDCEILING PLAN

SCALE: 1/4" = 1'-0" A401

A1 REFLECTED CEILING PLAN


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"



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

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021

Comm. No.


Drawn

Checked

Date

Drawing No.

4/12

/201

6 11

:31:

08 A

MC

:\Use

rs\ p

v\D

ocum

ents

\156

1 7.0

1-Ea

rlha m

-Soc

cerC

o mpl

ex- A

RC

H-2

016 _

PV.rv

t

ELEVATIONS

15617

SBG & PV

APRIL 12, 2016

A401EGS




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





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



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

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021

Comm. No.


Drawn

Checked

Date

Drawing No.

4/12

/201

6 11

:31:

13 A

MC

:\Use

rs\ p

v\D

ocum

ents

\156

1 7.0

1-Ea

rlha m

-Soc

cerC

o mpl

ex- A

RC

H-2

016 _

PV.rv

t

STAIR & LOCKER DETAILS

15617

SBG & PV

APRIL 12, 2016

A501EGS




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


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


1/2" OSB SHEATHING


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


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


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


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


ALUMINUM PANFLASHING UNDERSTOREFRONT. MATCHSTOREFRONT FINISH.

SEALANT

ALUMINUM STOREFRONT

STANDING SEAM METAL ROOF ONUNDERLAYMENT. SEE SPECS.

3/4" ROOF SHEATHING

DRIP EDGE

2X8 FASCIA


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.



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

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021

Comm. No.


Drawn

Checked

Date

Drawing No.

4/12

/201

6 11

:31:

15 A

MC

:\Use

rs\ p

v\D

ocum

ents

\156

1 7.0

1-Ea

rlha m

-Soc

cerC

o mpl

ex- A

RC

H-2

016 _

PV.rv

t

SECTIONS & DETAILS

15617

SBG & PV

APRIL 12, 2016

A502EGS




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


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 WRAPOVER 1X FASCIA


FINISH GRADE

16"X 12" CONCRETEFOOTING WITH 2-#5BARS.



3.5"X 7 1/4" LVL BEAM , PAINTED

PREFINISHED METAL SOFFIT

4"X 4" X 3/16" STEEL TUBESPAINTED. COATBURIED PORTIONWITH BITUMINOUS COATING.


8' ALUMINUM BENCHES

FINISH GRADE

EDGE OF SLAB TURNED DOWN 12".16"X 12" CONCRETE FOOTING WITH 2-#5 BARS.






8' ALUMINUM BENCHES

FINISH GRADE

EDGE OF SLABTURNED DOWN 12".





PREFINISHED METAL SOFFIT



8' ALUMINUM BENCHES

FINISH GRADE

EDGE OF SLAB TURNED DOWN 12".16"X 12" CONCRETE FOOTING WITH 2-#5 BARS.






8' ALUMINUM BENCHES

FINISH GRADE

EDGE OF SLABTURNED DOWN 12".





FINISH GRADE

16"X 12" CONCRETE FOOTING WITH 2-#5 BARS.


PREFINISHED METAL WRAPOVER 1X FASCIA


FINISH GRADE


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.


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


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


1/2" OSB ROOF DECK




3.5"X7 1/4" LVLBEAM,PAINTED

1X4 WOOD STUD

1X8 WOOD TRIM

2X6 WOOD STUD


1/2" OSB ROOF DECK




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.


1/2" OSB ROOF DECK




1X4 WOOD TRIM

1X8 WOOD TRIM

2X6 WOOD STUD



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

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021

Comm. No.


Drawn

Checked

Date

Drawing No.

4/12

/201

6 11

:31:

17 A

MC

:\Use

rs\ p

v\D

ocum

ents

\156

1 7.0

1-Ea

rlha m

-Soc

cerC

o mpl

ex- A

RC

H-2

016 _

PV.rv

t

DUGOUT DETAILS

15617

SBG & PV

APRIL 12, 2016

A503EGS




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


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"



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

C

D

E

F

G

H

J

K

L

M

N

P

Q

R

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1918 2021

Comm. No.


Drawn

Checked

Date

Drawing No.

4/12

/201

6 11

:31:

19 A

MC

:\Use

rs\ p

v\D

ocum

ents

\156

1 7.0

1-Ea

rlha m

-Soc

cerC

o mpl

ex- A

RC

H-2

016 _

PV.rv

t

BLEACHER DETAIL

15617

SBG & PV

APRIL 12, 2016

A601EGS




1800-327-5426

SCALE: 1/8" = 1'-0" A401

1 FIRST FLOOR PLAN WITHBLEACHERS


k building package bid documents j april 12, 2016 · 2019-02-12 · oc od off oping opp horizontal...

Documents