Toledo ANG Deployment Fitness B3 100 Drawings.pdf

Sur vey

Con tro l Monu ment

'-8

2'-6" +/-ft

ST

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4'

1/ 2"

47' - 5"

STA

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JOB NUMBER:

ISSUE DATE:

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REVISION SCHEDULE

FOR

1. ALL CONTRACTORS TO VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE BEFORE WORK IS

STARTED. INFORMATION ON THESE DRAWINGS ARE SHOWN FOR THE CONVENIENCE OF THE

CONTRACTORS FOR BIDDING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER NOTIFICATION

OF ALL DISCREPANCIES. NOTIFY ARCHITECT OF ANY DISCREPANCIES.

2. ALL DIMENSIONS ARE FROM FACE OF WALL UNLESS NOTED OTHERWISE.

3. PROVIDE ANY EXTRA MISC. STRUCTURE AND FASTENERS NEEDED TO SUPPORT ALL FIXTURES, EQUIPMENT, WALL AND CEILING PANELS, ETC..

4. CAULK THE TOP OF ALL FLOOR SLAB ISOLATION, EXPANSION, OR CONSTRUCTION JOINTS.

5. DO NOT DISASSEMBLE THIS SET. COVER SHEET IS A MASTER INDEX, SYMBOLS AND OTHER ITEMS MAY

BE INCLUDED ON ADDITIONAL SHEETS.

6. GENERAL CONTRACTOR TO PROVIDE DUMPSTER AND DISPOSE OF ALL WASTE ASSOCIATED WITH THIS

PROJECT UNLESS NOTED OTHERWISE ON THESE DRAWINGS.

7. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH STANDARDS OF BEST PRACTICE BY WORKERS

SKILLED IN THEIR RESPECTIVE TRADES.

8. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL

DESIGN CONCEPT, DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL, ELECTRICAL SYSTEMS. THE CONTRACTOR SHALL FURNISH ALL

ITEMS REQUIRED FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK.

9. PROVIDE DRYWALL CONTROL JOINTS AT A MAXIMUM SPACING OF 30'-0" IN ANY DIRECTION, AND AT ALL

JAMB STUDS AT ALL OPENINGS (TYP.)

10. QUANTITIES ON THESE DRAWINGS ARE SHOWN FOR REFERENCE PURPOSES ONLY. CONTRACTOR TO FIELD VERIFY ALL QUANTITIES AND DIMENSIONS. ANY DISCREPANCIES ARE TO BE REPORTED TO THE

ARCHITECT.

11. COORDINATE PLUMBING ROUGH-INS, SINK SIZES & LOCATION OF SINKS W/ CABINET INSTALLER.

12. COORD. W/ MECHANICAL SUBCONTRACTOR AND PROVIDE ALL MECH. OPENINGS IN STUD WALLS (W/

STRUCT. HEADERS AS REQUIRED), JOISTS, MASONRY WALLS, ETC.

13. ALL MECH. GRILLS ARE TO BE PAINTED.

14. ALL DRYWALL SOFFITS & BULKHEADS ARE TO BE PAINTED.

15. CONTRACTOR TO SEAL ALL UTILITY PENETRATIONS THROUGH WALLS.

16. NO EXPOSED SURFACE MOUNTED CONDUIT, RACEWAYS, ETC. ARE TO BE UTILIZED ON THIS PROJECT.

ALL RUNS SHALL BE CONCEALED WITHIN WALL.

17. DO NOT SCALE OFF DRAWINGS FOR MATERIAL TAKE OFFS, ETC. USE ONLY DIMENSIONS SHOWN.

GENERAL NOTESGENERAL INFORMATION

OWNER

SITE

ARCHITECT & STRUCTURAL/MECHANICAL/PLUMBING/ELECTRICAL/TECHNOLOGY ENGINEER:

BUEHRER GROUP ARCHITECTURE & ENGINEERING, INC.

314 CONANT STREET

MAUMEE, OHIO 43537

(419) 893-9021

ATTN: KENT BUEHRER

CIVIL ENGINEER:

LIST OF DRAWINGS

REFERENCE SYMBOLS

IDENTIFICATION NUMBER

SHEET IDENTIFICATION NUMBER

IDENTIFICATION NUMBER

SHEET IDENTIFICATION NUMBER

ROOM NAME

ROOM NUMBER

SQUARE FOOTAGE

NEW DOOR EXISTING DOOR EXISTING DOOR

TO BE REMOVED

DOOR IDENTIFICATION

ROOM NUMBER

MULTIPLE DOORS SHALL REPEAT

ROOM NUMBER WITH A POSTSCRIPT

LETTER FOR EACH ADDITIONAL

DOOR REQUIRED

ABBREVIATIONS

ACOUST. ACOUSTIC

ADJ. ADJACENT

A.F.F. ABOVE FINISH FLOOR

ALT. ALTERNATE

ALUM. ALUMINUM

ARCH. ARCHITECTURAL

B/BRG BEAM BEARING

BRG BEARING

B/FTG. BOTTOM OF FOOTER

BOT. BOTTOM

C.B. CATCH BASIN

C.L. CENTER LINE

CLG. CEILING

COMP. COMPACTED

CMU CONCRETE MASONRY UNIT

CONC. CONCRETE

CONT. CONTINUOUS

COORD. COORDINATE

C.W. COLD WATER

D.F. DRINKING FOUNTAIN

DIA. DIAMETER

DISP DISPENSER

DN. DOWN

D.S. DOWNSPOUT

DWG. DRAWING

EA. EACH

E.C. ELECTRICAL CONTRACTOR

E.J. EXPANSION JOINT

E/S EACH SIDE

ELEC. ELECTRIC

ELEV. (EL.) ELEVATION

EQ. EQUAL

EXP. EXPANSION

EXT. EXISTING

F.D. FLOOR DRAIN

F.E. FIRE EXTINGUISHER

F/FLR FINISH FLOOR

FIN. FINISH

FL. FLOOR

FND. FOUNDATION

F.R. FIRE RATED

FT. FEET

GA. GAUGE

GAL. (GALV.) GALVANIZED

G.C. GENERAL CONTRACTOR

H.C. HANDICAP

H.R. HOUR

HORIZ. HORIZONTAL

H.M. HOLLOW METAL

H.W. HOT WATER

IN/IN INSIDE TO INSIDE

INSUL. INSULATION

INV. INVERT

MANUF. MANUFACTURED

MAX. MAXIMUM

M.C. MECHANICAL CONTRACTOR

MIN. MINIMUM

M.O. MASONRY OPENING

MTL. METAL

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

O.C. ON CENTER

O.D. OUTER DIAMETER

O/O OUTSIDE TO OUTSIDE

OPP. OPPOSITE HAND

P.C. PLUMBING CONTRACTOR

PL. (PLT) PLATE

POLY. POLYISOCYANURATE

PREFAB. PREFABRICATED

RAD. RADIUS

REINF. REINFORCED

REQD. REQUIRED

RM. ROOM

SHT. SHEET

SIM. SIMILAR

SL. (SLP.) SLOPE

SQ. SQUARE

STL. STEEL

STP. FTG STEP FOOTING

STRUCT. STRUCTURE

T&B TOP AND BOTTOM

TEMP. TEMPERED

T/FTG. TOP OF FOOTING

THK. THICK

T/ST. TOP OF STEEL

TYP. TYPICAL

U.N.O. UNLESS NOTED OTHERWISE

V.S. VENT STACK

WD. WOOD

W.W.F. WELDED WIRE FABRIC

W/ WITH

W/O WITHOUT

11087

KENT D. BUEHRER, LICENSE #11087

EXPIRATION DATE 12/31/18

BUEHRER

KENT D.

TS1

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CONSTRUCTION DOCUMENTS

AIR NATIONAL GUARD

WYTD039074 - TOLEDO ANG

DEPLOYMENT & FITNESS CENTER

2660 EBER RD, SWANTON, OH 43558

TS1

1 PROPOSED ISOMETRIC

TS1 TITLE SHEET

3D PERSPECTIVES

TS2 LIFE SAFETY

C1.01 CIVIL COVER (LEWANDOWSKI)

C1.02 PAVING AND EXCAVATION NOTES (LEWANDOWSKI)

C1.03 WATER, STORM AND SANITARY NOTES (LEWANDOWSKI)

C1.04 PUMP STATION NOTES (LEWANDOWSKI)

C1.05 PUMP STATION NOTES (LEWANDOWSKI)

C1.06 PUMP STATION DETAILS (LEWANDOWSKI)

C1.07 EXISTING SURVEY AND DEMOLITION (LEWANDOWSKI)

C1.08 PROPOSED IMPROVEMENTS (LEWANDOWSKI)

C1.09 EROSION CONTROL NOTES AND DETAILS (LEWANDOWSKI)

C1.10 EROSION CONTROL PLAN (LEWANDOWSKI)

A1.1 FLOOR PLAN

A1.2 ROOM FINISH SCHEDULE AND INTERIOR DETAILS

A2.1 FLOOR PLAN DETAILS

A3.1 ROOF PLAN & DETAILS

A4.1 ELEVATIONS

A5.1 BUILDING SECTIONS

A6.1 WALL SECTIONS

A8.1 DOOR SCHEDULE AND DETAILS

A8.2 DOOR DETAILS

A8.3 WINDOW DETAILS

A9.1 RESTROOMS PLANS & DETAILS

A10.1 REFLECTED CEILING PLAN

S1.0 STRUCTURAL GENERAL NOTES

S1.1 FOUNDATION PLAN AND SECTIONS

S2.1 TYPICAL MASONRY AND CONCRETE DETAILS

S3.1 ROOF FRAMING PLAN

S4.1 STRUCTURAL SECTIONS AND DETAILS

M1.1 LOWER HVAC PLAN

M1.2 UPPER HVAC PLAN

M1.3 HVAC ISO

M2.0 HVAC SCHEDULES

M2.1 HVAC CONTROLS

P1.1 PLUMBING PLAN

P2.1 SANITARY ISOMETRIC

FS1.1 FIRE SUPPRESSION PLAN (JENSEN HUGHES)

FS1.2 FIRE SUPPRESSION SECTIONS (JENSEN HUGHES)

E0.1 LEGENDS

E0.2 SINGLE LINE DIAGRAM

E0.3 PANEL SCHEDULES

E1.1 ELECTRICAL SITE PLAN

E2.1 LIGHTING PLAN

E3.1 ELECTRICAL PLAN

E4 PHOTOMETERICS

FA1.1 FIRE ALARM PLAN (JENSEN HUGHES)

FA1.2 FIRE ALARM NOTES (JENSEN HUGHES)

T0.1 TECH LEGENDS

T1.1 SYSTEMS PLAN

TOLEDO AIR NATIONAL GUARD

2660 EBER ROAD

SWANTON, OH 43558

DITCH C.L.

APPROX. DISTANCE TO

PERIMETER

~97' TO PARKING

~117' TO TRASH

DUMPSTER

1" = 100'-0"TS1

2 ATFP SUMMARY

LEWANDOWSKI ENGINEERS

234 NORTH ERIE STREET

TOLEDO, OH 43604

(419) 255-4111

QUALIFIED FIRE PROTECTION ENGINEER

JENSEN HUGHES

6611 ROCKSIDE ROAD, SUITE 100

INDEPENDENCE, OH 44131

(440)-247-3770

CONTRACTING AUTHORITY

OHIO ADJUTANT GENERAL'S DEPARTMENT

2825 WEST DUBLIN GRANVILLE ROAD

COLUMBUS, OH 43235

OHIO AIR NATIONAL GUARD

2825 WEST DUBLIN GRANVILLE ROAD

COLUMBUS, OH 43235

ADJ-180008

ALTERNATES

1. FITNESS (002): ADD ACOUSTICAL PANELS ON WALLS

2. DEPLOYMENT (001): EPOXY FLOORING IN LIEU OF SEALED CONCRETE

3. FITNESS (002): RUBBER TILE IN LIEU OF SEALED CONCRETE

4. 7. SITE: EIGHT-FOOT WIDE SIDEWALK FROM ROAD TO MECHANICAL ENCLOSURE

5. BREAK/AUX (003) AND HALL (010): EPOXY FLOORING IN LIEU OF SEALED CONCRETE

6. FITNESS (002): MOTORIZED SHADES ON ALL WINDOWS

30FT CCSD

50FT CLEAR ZONE

REF.

5223 SF

DEPLOYMENT

747 OC

2527 SF

FITNESS

50 OC

100 SF

VEST

000F

100 SF

VEST

000D

104 SF

MECH/ELEC

48 SF

JAN

56' - 11" 25' - 3 1/2"

/4

/8

100' - 0"

0'

1/ 2"

12' - 8 1/4" 74' - 7 1/2" 12' - 8 1/4"

79 SF

DATA

315 SF

STOR

126 SF

BREAK/AUX

93 SF

HALL

69 SF

SHOWER

005A

373 SF

MEN'S RR

232 SF

WOMEN'S RR

69 SF

SHOWER

006A

35 SF

LOCKERS

006B

35 SF

LOCKERS

005B

FE FE

FEFE

24' - 2 1/8"

FE

KB

FE

44 SF

RISER

USE GROUP A-3

2887 S.F.

USE GROUP A-4

7558 S.F.

USE GROUP S-1

456 S.F.

JOB NUMBER:

ISSUE DATE:

FO

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REVISION SCHEDULE

TS2

180768

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1/8" = 1'-0"TS2

1 LIFE SAFETY PLAN

3'

-2 " M

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1/16" = 1'-0"TS2

2 USE GROUP PLAN

ONE WAY MEANS OF EGRESS PATH

TWO WAY MEANS OF EGRESS PATH

MOST REMOTE POINT OF TRAVEL DISTANCE

FIRE EXTINGUISHERFE

PLUMBING FIXTURES (IBC TABLE 2902.1 - USE A-4):

W.C. LAV. D.F. S.S

TOTAL REQ'D: MENS: 1/75 WOMENS: 1/40 MENS: 1/200 WOMENS: 1/150 1/500 1

MENS: 9 WOMENS: 4 MENS: 4 WOMENS: 2 2 1

TOTAL PRO'D: MENS: 9 WOMENS: 5 MENS: 4 WOMENS: 2 4 1

NOTE: 4 URINALS, AT 44% OF FIXTURES, ARE PROVIDED IN MEN'S RR

COEFFICIENTS OF HEAT TRANSMISSION:

WALLS - BRICK EXTERIOR & 8" CONCRETE BLOCK

INSIDE SURFACE (STILL AIR) R= 0.68

8" CONCRETE BLOCK R= 2.03

AIR/VAPOR BARRIER R= 0.00

2" RIGID CONT. INSULATION R=16.20

1" AIR SPACE R= 0.90

4" BRICK R= 0.80

OUTSIDE SURFACE (15MPH WIND) R= 0.17

TOTAL: R=19.78 U-VALUE=0.0633

WALLS - BRICK EXTERIOR & 10" CONCRETE BLOCK

INSIDE SURFACE (STILL AIR) R= 0.68

10" CONCRETE BLOCK R= 2.15

AIR/VAPOR BARRIER R= 0.00

3" RIGID CONT. INSULATION R=16.20

1" AIR SPACE R= 0.90

4" BRICK R= 0.80

OUTSIDE SURFACE (15MPH WIND) R= 0.17

TOTAL: R=19.90 U-VALUE=0.0629

ROOF - INSULATED METAL PANEL ON JOISTS

INSIDE SURFACE (STILL AIR) R= 0.68

STEEL JOISTS R= 0.00

METAL DECK R= 0.00

VAPOR RETARDER R= 0.00

4" RIGID CONT. INSULATION R=24.48

STANDING SEAM METAL R= 0.00

OUTSIDE SURFACE (15MPS WIND)R= 0.17

TOTAL: R=25.33 U-VALUE=0.03948

PROPOSED IMPROVEMENTS FOR:

T7N, R9E, SEC. 11

IN NE 1/4, CITY OF SWANTON, LUCAS COUNTY, OHIO

-- PAVING NOTES --

CIVIL ENGINEERS & SURVEYORS

THE CHIEF BLDG 234 N. ERIE ST.

TOLEDO, OHIO, 43604

OFFICE: 419.255.4111

LEWANDOWSKIENG.COM

L E WA N D O W S K I

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1.05 FORMWORK:

1.06 WALKS, PAVING, CURBS AND WALLS

1.07 REPAIR OF DEFECTIVE CONCRETE SURFACES:

1.08 SURFACE TREATMENT:

1.09 CONCRETE TREATMENT:

ASPHALT PAVEMENT NOTES:

PART 1 - GENERAL

1.01 GENERAL

PART 2 - PRODUCTS

2.01 BASE COURSE:

2.02 TACK COAT:

PART 3 - EXECUTION

3.01 EQUIPMENT:

3.02 WEATHER LIMITATIONS:

3.03 PREPARATION:

3.04 BASE COURSE:

3.05 TACK COAT:

3.06 ASPHALT CONCRETE COURSE:

3.07 QUALITY ASSURANCE:

3.08 MARKING PAVEMENT:

3.09 PROTECTION:

3.10 CLEANING UP:

EARTHWORK NOTES:

1.01 GENERAL:

1.02 SITE CLEARING:

1.03 EXCAVATION:

1.05 BACKFILLING:

1.06 GRADING:

1.07 PROTECTION

PAVEMENT NOTES:

1.01 GENERAL

1.02 DESIGN THICKNESS FOR PAVEMENT

CONCRETE NOTES:

1.01 MIX DESIGN:

1.02 MIXING AND PLACING CONCRETE:

1.03 COLD WEATHER REQUIREMENTS:

1.04 HOT WEATHER REQUIREMENTS:

180768JOB NUMBER:

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CONSTRUCTION

DOCUMENTS

04/26/2019

IN NE 1/4, CITY OF SWANTON, LUCAS COUNTY, OHIO

-- STORM, SANITARY AND WATER NOTES --

CIVIL ENGINEERS & SURVEYORS

THE CHIEF BLDG 234 N. ERIE ST.

TOLEDO, OHIO, 43604

OFFICE: 419.255.4111

LEWANDOWSKIENG.COM

L E WA N D O W S K I

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PROPOSED IMPROVEMENTS FOR:

T7N, R9E, SEC. 11

IN THE NE 1/4, CITY OF SWANTON, LUCAS COUNTY, OHIO

LE PROJECT : 50223

CONTRACT : Q-5718

W A R N I N G

SPECIFICATIONS FOR MATERIALS:

CONSTRUCTION

IN NE 1/4, CITY OF SWANTON, LUCAS COUNTY, OHIO

-- PUMP STATION NOTES --

CIVIL ENGINEERS & SURVEYORS

THE CHIEF BLDG 234 N. ERIE ST.

TOLEDO, OHIO, 43604

OFFICE: 419.255.4111

LEWANDOWSKIENG.COM

L E WA N D O W S K I

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180768JOB NUMBER:

ISSUE DATE:

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CONTRACT : Q-5718

W A R N I N G

CONSTRUCTION

DOCUMENTS

04/26/2019 a)

IN NE 1/4, CITY OF SWANTON, LUCAS COUNTY, OHIO

-- PUMP STATION NOTES --

CIVIL ENGINEERS & SURVEYORS

THE CHIEF BLDG 234 N. ERIE ST.

TOLEDO, OHIO, 43604

OFFICE: 419.255.4111

LEWANDOWSKIENG.COM

L E WA N D O W S K I

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180768JOB NUMBER:

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LE PROJECT : 50223

CONTRACT : Q-5718

W A R N I N G a.

b.

c.

d.

e.

f.

g.

h.

i.

CONSTRUCTION

W

W

W

W

F

F

F

F

A4.1A1.1

A4.1

A4.1

A4.1

C1.1

B1.1

D1.1

5223 SF

DEPLOYMENT

747 OC

2527 SF

FITNESS

50 OC

100 SF

VEST

000F

100 SF

VEST

000D

104 SF

MECH/ELEC

46 SF

JAN

25' - 3 1/2"

/4

/8

68' - 1" 4' - 4" 27' - 7"

8'

1/

4" 6'

0"

4'

0" 6'

0"

4'

0" 6'

0"

0"

6'

0" 4'

0"

6'

0" 3'

6'

4"

8'

1/

4"

3' - 2 5/8" 6' - 0" 3' - 5 5/8"

3' - 3 1/4"

6' - 4" 6' - 6 1/2" 6' - 0" 42' - 10 1/2" 6' - 4"

3' - 3 1/4"

3' - 4 1/4" 6' - 0" 3' - 4"

75 SF

DATA

315 SF

STOR

126 SF

BREAK/AUX

93 SF

HALL

66 SF

SHOWER

005A

379 SF

MEN'S RR

239 SF

WOMEN'S RR

66 SF

SHOWER

006A

35 SF

LOCKERS

006B

35 SF

LOCKERS

005B

A1.1 A5.1

C1.1 A5.1

B1.1 A5.1

010A

004A003A

002B

006A

001A

002A

005B

005A

010B

006B

007A

000D

000C000A

000B

A

A

A

A

A

A

004B

001B

009A

A1.2

A2.1

A9.1 A1.1

A9.1 B1.1

PAVING CONC

APRON

CONCRETE SIDEWALK, SEE CIVIL DRAWINGS

7'-0" CHAINLINK ENCLOSURE

SEE A2.1 FOR DETAILS

/8

2'

6'

4" 2'

7/ 8"

15' - 10" 10' - 0" 16' - 1"

CONC. MECHANICAL/TRANSFORMER PAD.

COORDINATE EXACT SIZE AND LOCATION WITH MECH./ELEC. DWGS.

AND CONTRACTORS. SEE STRUCT. DWGS FOR DETAIL

E5.1 A6.1

0'

1/ 2"

56' - 11"

001C

PAVING CONC

APRON

DS

DS

DS

DS

DS

DS DS

DS

DS

DS

DS

DS

D1.1 A5.1

FITNESS EQUIPMENT &

REFRIGERATOR: OF/OI

CONTRACTOR TO COORDINATE

EXACT LOCATION WITH OWNER

44 SF

RISER

12' - 8 1/4" 74' - 7 1/2" 12' - 8 1/4"

100' - 0"

ALTERNATE #4: 8'-0" WIDE SIDEWALK

FROM ROAD TO MECH YARD

PROVIDE 3/4" FIRE TREATED

PLYWOOD 8'-0" TALL, PAINTED

WITH FIRE RETARDANT PAINT

13' - 11"

A2.1 D1.1

A9.1 D1.1

A2.1 A1.1

A2.1 F1.1

0' - 0" 0' - 0"

TELESCOPIC SEATING

TYP.

LINE OF OVERHEAD DOOR,

ABOVE WHEN OPEN (TYP.)

1'

/2

CJ2

CJ2

CJ2

CJ2

CJ2

CJ2

CJ2

CJ2

CJ2

CJ2CJ2CJ2CJ2

CJ2

CJ2

CJ2

CJ2

CJ2

CJ2

CJ2 3

CJ2 CJ2 CJ2 CJ2 CJ2

CJ1 CJ1 CJ1 CJ1 CJ1

CJ1

CJ1

CJ1

CJ1

CJ1

CJ1

CJ1

CJ1

CJ1

CJ1

CJ1

CJ1

CJ1

CJ1

CJ1

CONC. PAD.

SEE STRUCT. DWGS FOR DETAIL

3'

0" 6'

0"

12' - 0" 2' - 0"

4' - 7" 3' - 4"4" 5' - 0 1/2"

14' - 6 1/4" 6' - 4" 2' - 5 5/8" 5' - 4" 5' - 3" 3' - 4"1' - 3 5/8" 6' - 4" 12' - 0 1/4" 11' - 10 1/4" 4' - 4" 2' - 8" 6' - 4" 14' - 7 5/8"

/8

5'

1/

2"

/8

3'

4"

6'

4"

3/ 4"

9'

0"

2'

6'

4"

A1.2 B9.1

A1.2 C9.1

DOOR 0002C:

2'-0" X 4'-0" ACCESS HATCH ABOVE

(11'-8" AFF)

008B

EXTERIOR BRICK WITH 3"

RIGID INSULATION ON 8" CMU

EXTERIOR BRICK WITH 3" RIGID

INSULATION ON 10" CMU

8" CMU

4" CMU

16" CMU

12'-0" A.F.F.: 6" METAL STUDS @

16" O.C. W/ SOUND BATT

INSULATION AND 2 LAYERS 5/8"

DRYWALL BOTH SIDES.

WALL TYPE

WALL HATCH LEGEND

DESCRIPTION

7 12'-0" A.F.F.: 2 1/2" METAL STUDS

@ 16" O.C. W/ SOUND BATT

INSULATION AND 1 LAYER OF 5/8"

DRYWALL BOTH SIDES.

STA

TE OF O H I O

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HCRA

JOB NUMBER:

ISSUE DATE:

FO

R

REVISION SCHEDULE

11087

KENT D. BUEHRER, LICENSE #11087

EXPIRATION DATE 12/31/19

BUEHRER

KENT D.

A1.1

180768

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1/8" = 1'-0"A1.1

A1.1 FLOOR PLAN

Area Schedule

Function Room

Number Room Name Gross Area

(SF)

Net Area

(SF)

Deployment 000D Vestibule 139 100 Deployment 001 Deployment 5856 5223 Deployment 003 Break/Aux 178 126 Deployment 004 Storage/Riser 437 359 Deployment 005 Men's Restroom 448 379 Deployment 005A Men's Shower 86 66 Deployment 006 Women's Restroom 286 239 Deployment 006A Women's Shower 86 66 Deployment 007 Data 87 75 Deployment 008 Mechanical/Electrical 135 104 Deployment 009 Janitor 55 46 Deployment 010 Hall 106 93

DEPLOYMENT TOTAL 7899 6876

Fitness 000F Vestibule 139 100 Fitness 002 Fitness 2785 2527 Fitness 005B Men's Lockers 38 35 Fitness 006B Women's Lockers 38 35

FITNESS TOTAL 3000 2697

BUILDING

TOTAL

10,899 9,573

1. ALL DIMENSIONS ARE FROM FACE OF POURED CONCRETE, FACE OF CONC. BLOCK, FACE OF BRICK, OR FACE OF DRYWALL

UNLESS NOTED OTHERWISE.

2. PROVIDE ANY EXTRA MISC. STRUCTURE/BLOCKING AND FASTENERS NEEDED TO SUPPORT ALL FIXTURES, EQUIPMENT, WALL AND CEILING PANELS, O.H. DOOR TRACK & OTHER EQUIPMENT, ETC. FROM THE BUILDING STRUCTURE.

3. CAULK THE TOP OF ALL FLOOR SLAB ISOLATION, EXPANSION, OR CONSTRUCTION JOINTS.

4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH STANDARDS OF BEST PRACTICE BY WORKERS SKILLED IN THEIR

RESPECTIVE TRADES.

5. THESE DRAWINGS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF ARCHITECTURAL DESIGN CONCEPT, DIMENSIONS OF THE BUILDING, THE MAJOR ARCHITECTURAL ELEMENTS AND THE TYPE OF STRUCTURAL, MECHANICAL, ELECTRICAL SYSTEMS. THE CONTRACTOR SHALL FURNISH ALL ITEMS REQUIRED FOR THE PROPER EXECUTION AND

COMPLETION OF THE WORK.

6. QUANTITIES ON THESE DRAWINGS ARE SHOWN FOR REFERENCE PURPOSES ONLY. CONTRACTOR TO FIELD VERIFY ALL QUANTITIES AND DIMENSIONS. ANY DISCREPANCIES ARE TO BE REPORTED TO THE ARCHITECT.

7. ALL FLOORS WITH FLOOR DRAINS - SLOPE ROOM FLOORS TO DRAINS (UNLESS NOTED OTHERWISE).

8. ALLOW FOR ROOF STRUCTURE DEFLECTION AT METAL STUD AND DRYWALL WALLS WHERE METAL STUD AND DRYWALL

WALLS EXTEND UP TO OR ARE BRACED TO ROOF STRUCTURE.

9. ALL CONDUIT INSTALLATIONS, INCLUDING BUT NOT LIMITED TO UNDERGROUND, CONCEALED, OR EXPOSED TO BE COMPLETED AND INSTALLED IN A CLEAN MANNER, NO SPAGHETTI INSTALLATIONS. CONTRACTORS TO COORDINATE ALL INSTALLATION EFFORTS AS REQUIRED WITH OTHER TRADES AND CONTRACTORS. EXPOSED CONDUITS TO BE MINIMIZED.

10. ALL DISCIPLINES MUST COORDINATE ANY PROPOSED MODIFICATIONS WITH THE ARCHITECT BEFORE COMPLETING THE

WORK IN THE FIELD.

11. TYPICAL DRYWALL IS 5/8" TYPE "X" F.R., HOWEVER THERE IS MOISTURE RESISTANT DRYWALL AND HIGH IMPACT DRYWALL IN SELECT LOCATIONS. REFER TO DETAILS AND ROOM FINISH SCHEDULE FOR THESE LOCATIONS AND MORE INFORMATION.

12. PROVIDE BLOCKING, BRACING, ETC. AS REQUIRED FOR THE PROPER INSTALLATION OF INTERIOR WALLS.

13. PROVIDE BLOCKING AS REQUIRED FOR THE PROPER INSTALLATION OF ALL TOILET PARTITIONS, MIRRORS, DISPENSERS, ETC.

14. PROVIDE DRYWALL CONTROL JOINTS AT A MAXIMUM SPACING OF 30'-0" IN ANY DIRECTION, AND AT ALL JAMB STUDS AT ALL OPENINGS AND AT ANY LOCATION WHERE IT MEETS A DISSIMILAR MATERIAL (TYP.) SEE DETAIL ON A2.1.

15. ALL CONTRACTORS TO VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE BEFORE WORK IS STARTED.

INFORMATION ON THESE DRAWINGS ARE SHOWN FOR THE CONVENIENCE OF THE CONTRACTORS FOR BIDDING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER NOTIFICATION OF ALL DISCREPANCIES. NOTIFY ARCHITECT OF ANY

DISCREPANCIES.

16. DO NOT DISASSEMBLE THIS SET. COVER SHEET IS A MASTER INDEX, SYMBOLS AND OTHER ITEMS MAY BE INCLUDED ON

ADDITIONAL SHEETS.

17. GENERAL CONTRACTOR TO PROVIDE DUMPSTER AND DISPOSE OF ALL WASTE ASSOCIATED WITH THIS PROJECT UNLESS

NOTED OTHERWISE ON THESE DRAWINGS.

18. ALL NOTES ON ARCHITECTURAL DRAWINGS REFER TO NEW CONSTRUCTION OR MATERIALS. EXISTING MATERIALS AND

CONSTRUCTION ARE SPECIFICALLY CALLED OUT AS EXISTING.

19. DO NOT SCALE OFF DRAWINGS FOR MATERIAL TAKE OFFS, ETC. USE ONLY DIMENSIONS SHOWN.

20. PROVIDE BULLNOSE CORNER BLOCKS @ ALL EXPOSED OUTSIDE CORNERS OF CONCRETE BLOCK UNLESS NOTED

OTHERWISE - TYPICAL.

21. AT LOCATIONS WHERE ALUM. FLASHING OR TRIM IS TO BE OVER PRESSURE TREATED WOOD, USE ALUM. COMPATIBLE PRESSURE TREATED WOOD OR PROVIDE A PHYSICAL BREAK BETWEEN THE TWO MATERIALS WITH AN AIR AND MOISTURE

BARRIER.

GENERAL PROJECT NOTES

F./FLR

666' - 6"

ROOF BRG

685' - 10 1/2"

T/FTG

663' - 10"

C1.1 A5.1

B1.1 A5.1

T./STL

694' - 7"

A6.1 A5.1

A6.1 B5.1

A3.1 E3.1

D1.1 A5.1

5223 SF

DEPLOYMENT

747 OC

2527 SF

FITNESS

50 OC379 SF

MEN'S RR

00512

ACOUSTICAL WALL

PANELS, SEE C5.1 / A9.1

MECH LOUVER,

SEE M DWGS

THICKENED SLAB,

SEE S DWGS

WINDOWS TO RECEIVE

MOTORIZED SHADES.

TYP, ALL DEPLOYMENT

001 WINDOWS

A A A A A

005B

F./FLR

666' - 6"

ROOF BRG

685' - 10 1/2"

T/FTG

663' - 10"

A1.1 A5.1_______

A6.1 C5.1

JOIST BRG.

676' - 6"

5223 SF

DEPLOYMENT

747 OC 126 SF

BREAK/AUX

9'

1/

2"

ACOUSTIC PANEL,

SEE C5.1 / A9.1

002B010A

MECH LOUVERS,

SEE M DWGS

3/8"

F./FLR

666' - 6"

ROOF BRG

685' - 10 1/2"

T/FTG

663' - 10"

A1.1 A5.1

A6.1 D5.1

JOIST BRG.

676' - 6"

A6.1 H5.1

2527 SF

FITNESS

50 OC

100 SF

VEST

000F

9'

1/

2"

002A

MECH LOUVER,

SEE M DWGS

SPEAKERS,

SEE T DWGS

3/8"

A A A

A A A

A A

A A

A

TEXTURAL SIGN,

SEE FA DWGS

A1.1 A5.1

E5.1

A6.1ACOUSTIC PANEL,

SEE C5.1/A9.1

5223 SF

DEPLOYMENT

747 OC

001B

001A

001C

P4 PAINT

SPEAKERS,

SEE T DWGS

P3 PAINT

VIDEO PROJECTION AREA

7'

4"

A A AA

TEXTURAL SIGN,

SEE FA DWGS

STA

TE OF O H I O

R E

G I S T E R E D

T C

E

TI

HCRA

JOB NUMBER:

ISSUE DATE:

FO

R

REVISION SCHEDULE

11087

KENT D. BUEHRER, LICENSE #11087

EXPIRATION DATE 12/31/19

BUEHRER

KENT D.

A5.1

180768

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DOCUMENTS

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1/8" = 1'-0"A5.1

A1.1 E/W SECTION

1/8" = 1'-0"A5.1

C1.1 DEPLOYMENT N/S SECTION EAST

1/8" = 1'-0"A5.1

B1.1 FITNESS N/S SECTION

1/8" = 1'-0"A5.1

D1.1 DEPLOYMENT N/S SECTION WEST

F./FLR

666' - 6"

ROOF BRG

685' - 10 1/2"

T/FTG

663' - 10"

A3.1 C3.1

A6.1 F6.1

5"X5" GUTTER

STANDING SEAM METAL

ROOF SYSTEM

4" BRICK

1 3/8" AIR SPACE

3" RIGID INSULATION W/

INTEGRAL AIR AND

MOISTURE BARRIER (FOAM

SEAL ALL INSUL. JOINTS)

8" CMU WALL

4" BRICK SOLDIER

COURSE

HORIZONTAL

MASONRY REINF.

@ EVERY OTHER

COURSE (TYP.)

4" BRICK SOLDIER

COURSE

CONT. BRICK (1)

COURSE BELOW

GRADE)

3" RIGID INSULATION

4" CONC. SLAB W/6X6-

W2.1XW2.1 W.W.F.

6" STONE

10" & 6" NORMAL WEIGHT

CONC. BLOCKS FULLY

GROUTED (SEE STRUCT.

DWGS.)

REINF. POURED CONC.

FOUNDATION (SEE

STRUCT. DWGS.)

2" 1'-0"

5'

1/

8" 0'

8"

0'

8" 2'

8"

2'

8" 1'

4"

5223 SF

DEPLOYMENT

747 OC

WATERPROOFING

4" PVC TILE W/ SOCK

DRAIN W/ #6 STONE

PRE-CAST CONCRETE

SPLASH BLOCK (TYP.

ALL DOWNSPOUT

LOCATIONS)

4"X5" DOWNSPOUT

F./FLR

666' - 6"

ROOF BRG

685' - 10 1/2"

STANDING SEAM

METAL ROOF SYSTEM

8" CMU WALL.

SEE E1.1/S1.1 FOR

WALL REBAR.

4" CONC. SLAB W/6X6-

W2.1XW2.1 W.W.F.

6" STONE

1/2" EXPANSION JOINT

REINF. POURED CONC.

FOUNDATION (SEE

STRUCT. DWGS.)

6" X 1 5/8" - 18 GAUGE

METAL STUD @ 16" O.C.

W/ (2) LAYERS 5/8"

DRYWALL EACH SIDE

STEEL JOIST

5/8" FIRE TREATED

PLYWOOD DECK ON 8" X

1 5/8" - 16 GAUGE METAL

STUDS @ 16" O.C. W/

MIN. (1) LINE OF

BLOCKING @ MID SPAN

SUSPENDED

ACOUSTICAL CEILING

2" 1'-0"

A6.1 G6.1

7'

3/

4"

0'

8"

1'

4"

2527 SF

FITNESS

50 OC

379 SF

MEN'S RR

A6.1 J6.1

PROVIDE MIN. OF (2)

LINES OF BLOCKING

@ 1/3 POINTS

6" CONT. 14 GAUGE

TRACK W/ 1/2" X 4"

ANCHORS @ 4'-0" O.C.

W/ NUTS AND

WASHERS

8" BOND BEAM W/ 2 #

5 CONT. GROUT

COURSE ABOVE FULL

16-GAUGE CONT. TRACK

18 GA. CLIP ANGLE (SA6)

CLARK DIETRICH OR

EQUAL.

TYP.

F./FLR

666' - 6"

ROOF BRG

685' - 10 1/2"

T/FTG

663' - 10"

T./STL

694' - 7"

A3.1 D3.1

STANDING SEAM METAL

ROOF SYSTEM

4" BRICK

1 3/8" AIR SPACE

3" RIGID INSULATION W/

INTEGRAL AIR AND

MOISTURE BARRIER (FOAM

SEAL ALL INSUL. JOINTS)

10" CMU WALL

4" BRICK SOLDIER

COURSE

HORIZONTAL

MASONRY REINF.

@ EVERY OTHER

COURSE (TYP.)

4" BRICK SOLDIER

COURSE

CONT. BRICK (1)

COURSE BELOW

GRADE)

3" RIGID INSULATION

4" CONC. SLAB W/6X6-

W2.1XW2.1 W.W.F.

6" STONE

10" & 8" NORMAL WEIGHT

CONC. BLOCKS FULLY

GROUTED (SEE STRUCT.

DWGS.)

REINF. POURED CONC.

FOUNDATION (SEE

STRUCT. DWGS.)

10" BOND BEAM

VENTED METAL SOFFIT

MORTAR NET

WALL WEEPS @ 2'-0"

O.C. (COLOR TO MATCH

BRICK MORTAR)

A6.1 F6.1

1'

4" 2'

4"

0'

8"

0'

8"

VA

R

IE

S

5223 SF

DEPLOYMENT

747 OC

4" PVC TILE W/ SOCK

DRAIN W/ #6 STONE

F./FLR

666' - 6"

ROOF BRG

685' - 10 1/2"

A3.1 F3.1

JOIST BRG.

676' - 6"

STANDING SEAM METAL

ROOF SYSTEM

4" BRICK

1 3/8" AIR SPACE

3" RIGID INSULATION W/

INTEGRAL AIR AND

MOISTURE BARRIER (FOAM

SEAL ALL INSUL. JOINTS)

8" CMU WALL

4" BRICK SOLDIER

COURSE

HORIZONTAL

MASONRY REINF.

@ EVERY OTHER

COURSE (TYP.)

4" CONC. SLAB W/6X6-

W2.1XW2.1 W.W.F.

6" STONE

REINF. POURED CONC.

FOUNDATION (SEE

STRUCT. DWGS.)

HOLLOW METAL DOOR

FRAME

16" CMU (BEYOND)

16" CMU WALL

16" CMU BOND BEAM

FILL CAVITY BELOW

FLASHING

COMPLETELY WITH

RIGID INSULATION

MORTAR BED

MORTAR NET

SIDEWALL ROOF

FLASHING BY ROOF

PANEL MANUF.

STEEL JOIST

(SEE STRUCT. DWGS)

WALL VENTILATORS @

4'-0" O.C. (COLOR TO

MATCH BRICK

MORTAR)

VENTED METAL SOFFIT

8" BOND BEAM

A3.1 D3.1

1'

4" 0'

8"

7'

4" 6'

0"

0'

8"

VA

R

IE

S

100 SF

VEST

000F

2527 SF

FITNESS

50 OC

OPP.

3/8"

ROOF BRG

685' - 10 1/2"

T/FTG

663' - 10"

2" 1'-0"

STANDING SEAM METAL

ROOF SYSTEM

4" BRICK

1 3/8" AIR SPACE

3" RIGID INSULATION W/

INTEGRAL AIR AND

MOISTURE BARRIER (FOAM

SEAL ALL INSUL. JOINTS)

8" CMU WALL

4" BRICK SOLDIER

COURSE

HORIZONTAL MASONRY

REINF. @ EVERY OTHER

COURSE (TYP.)

4" CONC. SLAB W/6X6-

W2.1XW2.1 W.W.F.

6" STONE

REINF. POURED CONC.

FOUNDATION (SEE

STRUCT. DWGS.)

OVERHEAD DOOR

FLASHING, SEE J4/A8.2

FOR ADDITIONAL

DETAILS

8" CMU BOND BEAM

MORTAR NET

STEEL JOIST

WALL WEEPS @ 2'-0"

O.C. (COLOR TO MATCH

BRICK MORTAR)

VENTED METAL SOFFIT

WALL WEEPS @ 2'-0" O.C.

(COLOR TO MATCH BRICK

MORTAR)

WALL VENTILATORS @

4'-0" O.C. (COLOR TO

MATCH BRICK

MORTAR)

MORTAR NET

40 MIL./24" WIDE SELF-

ADHESIVE FLEXIBLE THROUGH-

WALL FLASHING (EXTEND TO

OUTSIDE BRICK FACE)

40 MIL./24" WIDE SELF-

ADHESIVE FLEXIBLE THROUGH-

WALL FLASHING (EXTEND TO

OUTSIDE BRICK FACE)

10" & 6" NORMAL WEIGHT

CONC. BLOCKS FULLY

GROUTED (SEE STRUCT.

DWGS)

A3.1 C3.1

1'

3" 4'

0"

1'

4"

5223 SF

DEPLOYMENT

747 OC

4" PVC TILE W/ SOCK

DRAIN W/ #6 STONE

BRICK

F./FLR

666' - 6"

4" BRICK

1 3/8" AIR SPACE

3" RIGID INSULATION W/

INTEGRAL AIR AND MOISTURE

BARRIER (FOAM SEAL ALL

INSUL. JOINTS)

HORIZONTAL MASONRY REINF.

@ EVERY OTHER COURSE (TYP.)

TERMINATION BAR W/ SEALANT

40 MIL./24" WIDE SELF-

ADHESIVE FLEXIBLE

THROUGH-WALL FLASHING

INSTALLED WITH BRICK TO

OUTSIDE BRICK FACE AND

RUN CONTINUOUS OVER

METAL S.S. FLASHING BELOW

(PROVIDE END DAMS AS

NEEDED AT DOOR OPENINGS)

WALL WEEPS @ 2'-0" O.C.

(COLOR MATCH TO BRICK

MORTAR)

SINGLE PIECE S.S. METAL

WALL FLASHING. PLACE

BELOW FLEXIBLE WALL

FLASHING (RUN UP FACE OF

CONC. BLOCK 4" MIN) PROVIDE

ANGLED HEMMED DRIP EDGE.

MORTAR NET INSTALLED PER

MANUF. INSTRUCTIONS

GROUT CAVITY SPACE SOLID

BELOW FLASHING

CONT. BRICK MIN. (1) COURSE

BELOW GRADE. GROUT ALL

BRICKS SOLID BELOW

FLASHING

WATERPROOFING

CONCRETE BLOCK

FOUNDATION (SEE STRUCT.

DWGS)

3" RIGID INSULATION

4" CONCRETE SLAB

10 MIL VAPOR BARRIER

6" COMPACTED STONE

F./FLR

666' - 6"

REINFORCED CONCRETE

FOUNDATION (SEE STRUCT.

DWGS.)

6" COMPACTED STONE

10 MIL VAPOR BARRIER

4" CONC. SLAB

1/2" EXPANSION JOINT

8" CMU

F./FLR

666' - 6"

GASKET AND SEALANT,

BOTH SIDES. COORDINATE

WITH MECH CONTRACTOR

ALUM. SILL W/ EDGE CLIPS

10" CONC. BLOCK W/

INSULATED CORES

PRESSURE TREATED 2X4

PERM-A-BARRIER HEAD FLASHING

(EXTEND FLASHING BEYOND

LINTEL AND TURN UP 2" TO

PROVIDE END DAMS)

LINTEL, SEE STRUCTRUAL

WEEP HOLES @ 24" O.C.

GASKET AND SEALANT,

BOTH SIDES. COORDINATE

WITH MECH CONTRACTOR.

WALL FLASHING W/ WEEPS

@ 2'-0" O.C. (EXTEND

FLASHING BEYOND SILL AND

TURN UP 2" TO PROVIDE

END DAMS)

ROOF JOIST, SEE STRUCT.

1/2" THICK SEALANT W/ BACKER

ROD AROUND ENTIRE CORD, ALL

SIDES

6" MTL STUD SECURED TO

L-ANGLE

CONT. L6X3X 5/16

DRIFT CLIP DSL600 W/ (2) 1/4"

BOLTS TO L-ANGLE

3/4" MIN. THICK SEALANT W/

BACKER ROD, BOTH SIDES

ROOF JOIST, SEE STRUCT.

1/2" THICK SEALANT W/ BACKER

ROD AROUND ENTIRE CORD, ALL

SIDES

INFILL AT JOIST WITH 3" MTL

STUDS. PROVIDE ADDITIONAL

STRUCTURE AS REQ'D. CUT

DRYWALL TO MINIMIZE GAPS AT

JOIST. PROVIDE 1/2" BACKER ROD

AND SEALANT AT ALL LOCATIONS

WHERE DRYWALL ABUTS

STRUCTURE.

STA

TE OF O H I O

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G I S T E R E D

T C

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TI

HCRA

JOB NUMBER:

ISSUE DATE:

FO

R

REVISION SCHEDULE

11087

KENT D. BUEHRER, LICENSE #11087

EXPIRATION DATE 12/31/19

BUEHRER

KENT D.

A6.1

180768

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1/2" = 1'-0"A6.1

A5.1 WEST WALL SECTION

1/2" = 1'-0"A6.1

B5.1 CMU TO STUD WALL SECTION

1/2" = 1'-0"A6.1

C5.1 NORTH WALL SECTION

1/2" = 1'-0"A6.1

D5.1 SOUTH WALL SECTION

1/2" = 1'-0"A6.1

E5.1 WEST WALL THROUGH DOOR 001B

1 1/2" = 1'-0"A6.1

F6.1 EXTERIOR WALL BASE DETAIL

1 1/2" = 1'-0"A6.1

G6.1 INTERIOR CMU WALL BASE DETAIL

1" = 1'-0"A6.1

H5.1 DUCT PENETRATION

1 1/2" = 1'-0"A6.1

J6.1 TYP. JOIST/WALL CONNECTION

A ECB D F

2'

4" 6"

2'

8"

2' - 0"

INSULATED

ALUMINUM

DOOR

G H PAINTED

HOLLOW

METAL

DOOR

1" INSUL. TEMP.

GLASS UNIT

PAINTED

INSULATED

HOLLOW

METAL DOOR

INSULATED

STEEL

SECTIONAL

OVERHEAD

DOOR

(PRE-FINISHED)

PAINTED

HOLLOW

METAL DOOR

1" TEMP.

GLASS UNIT

PAINTED

HOLLOW

METAL DOOR

PAINTED

HOLLOW

METAL DOOR

PAINTED

INSULATED

HOLLOW

METAL DOOR

1" TEMP.

GLASS UNIT

7'

0"

6' - 0"

6"

8"

7'

0"

6' - 0"

7'

0"

3' - 0"

7'

0"

3' - 0"

2'

8" 8"

2' - 0" 6" 7'

0"

4' - 0"

7'

0"

4' - 0"

7'

0"

6' - 0"

2'

4" 6"

2'

8" 8"

2' - 0" 6"

12' - 0"

J

HOLLOW

METAL

DOOR

7'

0"

6' - 0"

K

POWDER

COATED STEEL

DOOR

2' - 0"

4'

0"

LOUVER OR

1" TEMP

GLASS UNIT

A ECB D F

INSULATED

ALUMINUM

FRAME

PAINTED

HOLLOW

METAL FRAME

PAINTED

HOLLOW

METAL FRAME

PAINTED

HOLLOW

METAL FRAME

4"

2" 2"6' - 0"

7'

0"

PAINTED

INSULATED

HOLLOW

METAL FRAME

2" 4' - 0" 2"6' - 0"

7'

0" 4"

2"2" 2" 3' - 0" 2"

4" 7'

0"

7'

0" 4"

2" 4' - 0" 2"

7'

0" 4"

PAINTED

INSULATED

HOLLOW

METAL FRAME

6' - 0"

7'

0" 4"

2"2"

G

POWDER

COATED STEEL

FRAME

1" 2' - 0" 1"

1" 4'

0"

1"

LINE OF DOOR

FRAME (BEYOND)

6" FROM OUTSIDE FACE

OF BRICK (BEYOND)

INSUL. DOOR

DOOR BOTTOM SEAL

1" RIGID INSUL. (PROVIDE

SOLID BLOCKING TO ANCHOR

THRESHOLD IF NECESSARY)

ALUMINUM OR STAINLESS

STEEL ICC A117.1 COMPLIANT

THRESHOLD. (SEE SPECS)

SET THRESHOLD IN

BED OF MASTIC (TYP.)

LINE OF DOOR

FRAME (BEYOND)

INSUL. DOOR

DOOR BOTTOM SEAL

1/2" EXPANSION JOINT

ALUMINUM OR STAINLESS

STEEL ICC A117.1 COMPLIANT

THRESHOLD. (SEE SPECS)

SET THRESHOLD IN

BED OF MASTIC (TYP.)

CONC. SLABCONC. APRON

EXTERIOR SIDE

OF DOOR

SLOPE

O.H. DOOR BOTTOM

WEATHER SEAL

PERIMETER O.H. DOOR

WEATHER SEAL

VERIFY DOOR RECESS

CLEARANCE NEEDED

W/ O.H. DOOR MANUF.

1/2" EXPANSION JOINT W/

SEALANT AT TOP OF JOINT

APRON

PAINTED STEEL ANGLE SILL W/

STUDS (SEE STRUCT. DWGS.)

2" INSULATED O.H. DOOR

O.H. DOOR TRACK (BEYOND)

FINISH FLOOR

3"

1/ 2"

1" RIGID INSUL. (PROVIDE SOLID

BLOCKING TO ANCHOR THRESHOLD

IF NECESSARY). CENTER INSUL.

UNDER DOOR (NOT FRAME).

CONC. SLAB

CONC. STOOP

SLOPE

ALUM. ICC A117.1 COMPLIANT

BUMPER SEAL THRESHOLD

(SEE DOOR HARDWARE SPEC.)

SET THRESHOLD IN

A BED OF MASTIC

DOOR BOTTOM

WEATHER SEAL

INSULATED DOOR

BUMPER SEAL

EXTERIOR SIDE

OF DOOR

EXIT

BRAILLE TRANSLATION 60" A.F.F.

TO < OF BRAILLE

1/4" DIA. FILLET (TYP.)

SEE SPEC. SECTION 10 14 00 -

INTERIOR SIGNAGE FOR

DETAILS

8" +/-

8"

RESTROOMRESTROOM

BRAILLE TRANSLATION 60"

A.F.F. TO CENTER OF

BRAILLE (TYP.)

1/4" DIA. FILLET (TYP.)

WOMENS

DOOR

006A

MENS

DOOR

005A

STA

TE OF O H I O

R E

G I S T E R E D

T C

E

TI

HCRA

JOB NUMBER:

ISSUE DATE:

FO

R

REVISION SCHEDULE

11087

KENT D. BUEHRER, LICENSE #11087

EXPIRATION DATE 12/31/19

BUEHRER

KENT D.

A8.1

180768

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04/26/19

CONSTRUCTION

DOCUMENTS

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1/4" = 1'-0"

DOOR TYPES

DOOR SCHEDULE

OPENING

NO.

DOOR FRAME DETAILS OPENING

DOOR

HARDWARE

LINTEL MARK COMMENTS

SIZE DOO

R

TYPE

LOUV

ER

MATERIAL/

FINISH

SIZE

FRAME

TYPE

MATERIAL

/FINISH HEAD JAMB SILL

UL

LABEL HAND

SET

NO.

KEYSIDE

RM. NO.

WIDT

H

HEIGH

T THICK WIDTH HEIGHT

000A 6' - 0" 7' - 0" 0' - 1 3/4" A INS ALUM. 6' - 4" 7' - 4" A INS ALUM. H1 J1 S1 - LHR/RHR 1 OUTSIDE ALL GALV. W8X24+PL 15X5/6 W/1/4" STIFF @ 2'-0" O.C. (2) 3'-0" DOORS

000B 6' - 0" 7' - 0" 0' - 1 3/4" A INS ALUM. 6' - 4" 7' - 4" A INS ALUM. H1

SIM

J1

SIM

S2

SIM

- LHR/RHR 2 000D W8X24 + PL 15X 5/16 W/14" STIFF @ 2'-0" O.C. (2) 3'-0" DOORS

000C 6' - 0" 7' - 0" 0' - 1 3/4" A INS ALUM. 6' - 4" 7' - 4" A INS ALUM. H1 J1 S1 - LHR/RHR 1 OUTSIDE ALL GALV. W8X24+PL 15X5/6 W/1/4" STIFF @ 2'-0" O.C. (2) 3'-0" DOORS

000D 6' - 0" 7' - 0" 0' - 1 3/4" A INS ALUM. 6' - 4" 7' - 4" A INS ALUM. H1

SIM

J1

SIM

S2

SIM

- LHR/RHR 2 000F W8X24 + PL 15X 5/16 W/14" STIFF @ 2'-0" O.C. (2) 3'-0" DOORS

001A 6' - 0" 7' - 0" 0' - 1 3/4" B INS HM 6' - 4" 7' - 4" B INS HM H1 J1 S1 - LHR/RHR 1 OUTSIDE ALL GALV. W8X24+PL 15X5/6 W/1/4" STIFF @ 2'-0" O.C. (2) 3'-0" DOORS 001B 12' - 0" 12' - 0" 0' - 2" C INS STEEL 0' - 0" 0' - 0" - - H4 J4 S3 - - 3 OUTSIDE SEE STRUCT 001C 12' - 0" 12' - 0" 0' - 2" C INS STEEL 0' - 0" 0' - 0" - - H4 J4 S3 - - 3 OUTSIDE SEE STRUCT 002A 6' - 0" 7' - 0" 0' - 1 3/4" B INS HM 6' - 4" 7' - 4" B INS HM H1 J1 S1 - LHR/RHR 1 OUTSIDE ALL GALV. W8X24+PL 15X5/6 W/1/4" STIFF @ 2'-0" O.C. (2) 3'-0" DOORS 002B 3' - 0" 7' - 0" 0' - 1 3/4" E HM 3' - 4" 7' - 4" C HM H2 J2 - - RH 4 001 2L 3 1/2 X 3 1/2 X 5/16 002C 2' - 0" 4' - 0" 0' - 0 1/8" K STEEL 2' - 2" 4' - 2" G STEEL - - - - LHR - 002 - ACCESS DOOR ABOVE DOOR 007A @ 11'-8" AFF 003A 3' - 0" 7' - 0" 0' - 1 3/4" E 24X12 HM 3' - 4" 7' - 4" C HM H2 J2 - - LH 5 001 3L 3 1/2 X 3 1/2 X 5/16 + PL 15 X 5/16 004A 6' - 0" 7' - 0" 0' - 1 3/4" J 24X12 HM 6' - 4" 7' - 4" D HM H2 J2 - - LH/RH 6 001 W8X24 + PL 15X 5/16 W/14" STIFF @ 2'-0" O.C. (2) 3'-0" DOORS 004B 4' - 0" 7' - 0" 0' - 1 3/4" F HM 4' - 4" 7' - 4" E HM H2 J2 - - LH 7 002 3L 3 1/2 X 3 1/2 X 5/16 + PL 15 X 5/16 005A 3' - 0" 7' - 0" 0' - 1 3/4" D 24X12 HM 3' - 4" 7' - 4" C HM H2 J2 - - LH 8 010 2L 3 1/2 X 3 1/2 X 5/16 005B 3' - 0" 7' - 0" 0' - 1 3/4" D HM 3' - 4" 7' - 4" C HM H2 J2 - - RH 9 005 2L 3 1/2 X 3 1/2 X 5/16 3/4" UNDERCUT ON DOOR 006A 3' - 0" 7' - 0" 0' - 1 3/4" D 24X12 HM 3' - 4" 7' - 4" C HM H2 J2 - - RH 8 010 2L 3 1/2 X 3 1/2 X 5/16 006B 3' - 0" 7' - 0" 0' - 1 3/4" D HM 3' - 4" 7' - 4" C HM H2 J2 - - LH 9 006 2L 3 1/2 X 3 1/2 X 5/16 3/4" UNDERCUT ON DOOR 007A 3' - 0" 7' - 0" 0' - 1 3/4" D HM 3' - 4" 7' - 4" C HM H2 J2 - - RH 10 002 2L 3 1/2 X 3 1/2 X 5/16 008B 4' - 0" 7' - 0" 0' - 1 3/4" G INS HM 4' - 4" 7' - 4" F INS HM H3 J3 S4 - RH 11 OUTSIDE ALL GALV. (3) L 3 1/2 X 3 1/2 X 5/16 + PL 15 X 5/16" 009A 3' - 0" 7' - 0" 0' - 1 3/4" D HM 3' - 4" 7' - 4" C HM H2 J2 - - RH 10 002 2L 3 1/2 X 3 1/2 X 5/16 3/4" UNDERCUT ON DOOR 010A 6' - 0" 7' - 0" 0' - 1 3/4" H HM 6' - 4" 7' - 4" D HM H2 J2 - - LHR/RHR 12 001 W8X15 + PL 7 1/2" X 5/16" (2) 3'-0" DOORS 010B 6' - 0" 7' - 0" 0' - 1 3/4" H 28X24 HM 6' - 4" 7' - 4" D HM H2 J2 - - LHR/RHR 12 002 W8X15 + PL 7 1/2" X 5/16" (2) 3'-0" DOORS

1/4" = 1'-0"

FRAME TYPES

3" = 1'-0"A8.1

S1 SILL 1 DETAIL

3" = 1'-0"A8.1

S2 SILL 2 DETAIL

3" = 1'-0"A8.1

S3 SILL 3 DETAIL

3" = 1'-0"A8.1

S4 SILL 4 DETAIL

1 1/2" = 1'-0"A8.1

A8.1 EXIT SIGN DETAIL

1 1/2" = 1'-0"A8.1

B8.1 RR SIGN DETAIL

BULL NOSE CORNERS

INSUL. DOOR

AIR SPACE

BRICK

FILL ALL EXTERIOR

FRAMES W/ INSULATION

CAULK (TYP. BOTH

SIDES @ PERIM. OF

DOOR FRAME)

DOOR FRAME

3" RIGID INSULATION

CONC. BLOCK

8" 4" 4"

1' - 4"

2"

5 5/8" 5 3/8" 5"

JAMB ANCHORS

DOOR

SLUSH FRAME FULL

OF MORTAR

CONC. BLOCK

CAULK-TYP. BOTH SIDES

@ PERIM. OF FRAME

BULLNOSE CORNERS

WELDED H.M. FRAME (PAINT)

7 5/8"

2" 5 3/4"

HORIZONTAL

MASONRY

REINFORCEMENT

@ EVERY OTHER

COURSE

PAINT LINTEL

(TYP.)

WELDED H.M.

FRAME (PAINT)

STEEL LINTEL

(SEE DOOR SCHED.)

BULLNOSED CMU

(BEYOND)

SLUSH FRAME

FULL OF MORTAR

CONC. BLOCK

CAULK (TYP. BOTH

SIDES @ PERIM. OF

DOOR FRAMES)

7 5/8"

4"

5 3/4"

WALL FLASHING W/

END DAMS & WEEPS @

2'-0" O.C., KEEP

FLASHING MONOLITHIC

OVER STIFFENERS

FOR LINTELS W/

STUD ANCHORS:

FILL CORES OF

BLOCKS W/ STUD

ANCHORS SOLID W/

GROUT (SEE DOOR

SCHEDULE &

STRUCT. DWGS FOR

LOCATIONS.)

BRICK (BEYOND)

INSUL. DOOR FRAME

HORIZONTAL MASONRY

REINFORCEMENT @

EVERY OTHER COURSE

(TYP.)

TERM. BAR W/ SEALANT

3" RIGID INSUL.

STEEL LINTEL

(SEE DOOR SCHED.)

BRICK

AIR SPACE

MORTAR NETTING ABOVE

WALL FLASHING (TYP.)

PAINT LINTEL

(TYP. BOTH SIDES)

CONC. BLOCK

(BEYOND)

8" CONC. BLOCK

CAULK (TYP. BOTH

SIDES @ PERIM. OF

DOOR FRAMES &

WHERE LINTEL

ENTERS WALL @

EACH END)

8" 4" 4"

1' - 4"

5 5/8" 5 3/8" 5"

4"

INSUL. DOOR

WALL FLASHING W/

END DAMS & WEEPS @

2'-0" O.C., KEEP

FLASHING MONOLITHIC

OVER STIFFENERS

FOR LINTELS W/ STUD

ANCHORS: FILL CORES OF

BLOCKS W/ STUD

ANCHORS SOLID W/

GROUT (SEE DOOR

SCHEDULE & STRUCT.

DWGS FOR LOCATIONS.)

BRICK (BEYOND)

HM FRAME

HORIZONTAL MASONRY

REINFORCEMENT @

EVERY OTHER COURSE

(TYP.)

TERM. BAR W/ SEALANT

3" RIGID INSUL.

STEEL LINTEL

(SEE DOOR SCHED.)

BRICK

AIR SPACE

MORTAR NETTING ABOVE

WALL FLASHING (TYP.)

PAINT LINTEL

(TYP. BOTH SIDES)

CONC. BLOCK

(BEYOND)

10" CONC. BLOCK

CAULK (TYP. BOTH

SIDES @ PERIM. OF

DOOR FRAMES &

WHERE LINTEL ENTERS

WALL @ EACH END)

10" 4" 4"

1' - 6"

7 5/8" 5 3/8" 5"

4"

BULL NOSE CORNERS

INSUL. DOOR

AIR SPACE

BRICK

FILL ALL EXTERIOR

FRAMES W/ INSULATION

CAULK (TYP. BOTH

SIDES @ PERIM. OF

DOOR FRAME)

DOOR FRAME

3" RIGID INSULATION

CONC. BLOCK

10" 4" 4"

1' - 6"

2"

7 5/8" 5 3/8" 5"

NOTE:

CONTRACTOR TO PROVIDE ANY

ADDITIONAL TRACK SUPPORT AND

SUPPORT STRUCTURE REQUIRED FOR

ALL OVERHEAD DOORS. VERIFY AND

COORDINATE WITH OVERHEAD DOOR

MANUFACTURER.

STEEL LINTEL (SEE

STRUCT. DWGS.)

O.H. DOOR

TRACK

8" CONC. BLOCK

OVERHEAD DOOR

HORIZONTAL

MASONRY REINF.

@ EVERY OTHER

COURSE

WALL BEYOND

BRICK JAMB

PRE-FINISHED

METAL TRIM AND

DOOR HEADER

CLADDING

CONC. BLOCK

OVERHEAD DOOR TRACK

OVERHEAD DOOR

L 5 x 3 1/2 x 5/16 TIE TO WALL W/ 1/2" Ø x 4"

LONG ANCHOR BOLTS

@ 16" O.C. (PAINT)

BRICK

PREFINISHED

METAL TRIM

STA

TE OF O H I O

R E

G I S T E R E D

T C

E

TI

HCRA

JOB NUMBER:

ISSUE DATE:

FO

R

REVISION SCHEDULE

11087

KENT D. BUEHRER, LICENSE #11087

EXPIRATION DATE 12/31/19

BUEHRER

KENT D.

A8.2

180768

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04/26/19

CONSTRUCTION

DOCUMENTS

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1" = 1'-0"A8.2

J1 JAMB 1

1 1/2" = 1'-0"A8.2

J2 JAMB 2

1 1/2" = 1'-0"A8.2

H2 HEAD 2

1" = 1'-0"A8.2

H1 HEAD 1

1" = 1'-0"A8.2

H3 HEAD 3

1" = 1'-0"A8.2

J3 JAMB 3

1" = 1'-0"A8.2

H4 HEAD 4

1" = 1'-0"A8.2

J4 JAMB 4

S1 A8.3

H1 A8.3

J1 A8.3

A

3" RIGID INSULATION

8" CONC. BLOCK

8" CONC. BLOCK

(BEYOND)

1" AIR SPACE

ALUM. SILL W/ EDGE CLIPS

PRESSURE TREATED 2x4

BRICK

DRIP PLATE

THERMALLY

BROKEN WINDOWS

WALL FLASHING W/

WEEPS @ 2'-0" O.C.

(EXTEND FLASHING BEYOND

SILL AND TURN UP 2" TO

PROVIDE END DAMS)

PROVIDE SEALANT AT

INTERIOR AND

EXTERIOR OF WINDOW

FRAME @ 4 SIDES OF

WINDOW (TYP.)

8" CONC. BLOCK W/

INSULATED CORES

1' - 4"

SOLDIER BRICK BULLNOSE

1' - 4"

LINTEL VARIES, SEE STRUCTURAL

BRICK BEYOND

DRIP EDGE

INSULATED GLASS UNIT

THERMALLY BROKEN EXTRUDED ALUMINUM

TUBULAR FRAME

"K-VENT" WEEP HOLES @ 24" O.C.

PERM-A-BARRIER HEAD FLASHING (EXTEND

FLASHING BEYOND LINTEL AND TURN UP 2"

TO PROVIDE END DAMS)

BRICK

CONC. BLOCK

4"

1'- 6" TYP. NORTH WALL

1'- 6" TYP. NORTH WALL

1'

- 6

" T

YP

. N O

R

TH

W A

LL

WINDOW SHADES

8" 4"

4"

1'

4"

SOLDIER BRICK, BEYOND

3" RIGID INSULATION

CONC. BLOCK

AIR SPACE

BRICK

BULL NOSE CORNERS

CAULK (TYP. BOTH

SIDES @ PERIM. OF

DOOR FRAME)

CMU SILL, BEYOND

STA

TE OF O H I O

R E

G I S T E R E D

T C

E

TI

HCRA

JOB NUMBER:

ISSUE DATE:

FO

R

REVISION SCHEDULE

11087

KENT D. BUEHRER, LICENSE #11087

EXPIRATION DATE 12/31/19

BUEHRER

KENT D.

A8.3

180768

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04/26/19

CONSTRUCTION

DOCUMENTS

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WINDOW SCHEDULE

LOCATION WIDTH HEIGHT SILL HEIGHT QUANTITY LINTEL

EAST WALL 6' - 0" 4' - 0" 3' - 4" 5 SEE STRUCTURAL

EAST WALL 6' - 0" 4' - 0" 14' - 0" 6 SEE STRUCTURAL

NORTH WALL 6' - 0" 4' - 0" 14' - 0" 5 SEE STRUCTURAL

SOUTH WALL 6' - 0" 4' - 0" 3' - 4" 3 SEE STRUCTURAL

SOUTH WALL 6' - 0" 4' - 0" 14' - 0" 6 SEE STRUCTURAL

WEST WALL 6' - 0" 4' - 0" 14' - 0" 4 SEE STRUCTURAL

WINDOW NOTES

1. FOAM INSULATE ALL VOIDS AROUND WINDOWS THAT CANNOT BE INSULATED WITH BATT

2. TAPE AND COMPLETELY SEAL ALL JOINTS IN VAPOR BARRIER AND BUILDING WRAP AIR AND WATER

RESISTITVE BARRIER

3. INSTALL ALL FLASHING PER THE WINDOW AND SIDING MANUFACTURERS' RECOMMENDATIONS

4. PROVIDE WINDOW SHADES AT ALL DEPLOYMENT (001) WINDOWS. SHADES SHALL BE MOUNTED INSIDE THE

WINDOW FRAME. COLOR TO BE SELECTED BY ARCHITECT.

5. ALT 6: PROVIDE WINDOW SHADES AT ALL FITNESS (002) WINDOWS. SHADES SHALL BE MOUNTED INSIDE THE

WINDOW FRAME. COLOR TO BE SELECTED BY ARCHITECT.

1" = 1'-0"A8.3

A4.1 WINDOW ELEVATION

1 1/2" = 1'-0"A8.3

S1 SILL DETAIL

1 1/2" = 1'-0"A8.3

H1 HEAD DETAIL

1 1/2" = 1'-0"A8.3

J1 JAMB

R 2'

- 6

R 2' - 6"

5'

0"

7' - 0 1/8" 4' - 6" 2' - 5"

5'

3" 9'

1/ 2" 5' - 0 1/2"8' - 3"

75 SF

DATA

46 SF

JAN

4' - 11 1/8" 7' - 7 7/8"

1' - 0 3/8"

3 5/8" 8' - 11" 3' - 4" 4"

9' - 1" 3' - 4" 1' - 6"

7' - 5 7/8" 5' - 1 1/8"

A1.2 C9.1 8

19 19 19 19 19 19

5/

8"

4"

3'

4" 5'

1/ 2"

5/

8" 5'

3"

5/

8"

5/ 8"

5'

0"

5/ 8"

4' - 7" 3' - 4"

4"

7 5/8" 5' - 0 1/2" 7 5/8"

R 2'

- 6

R 2'

- 6

104 SF

MECH/ELEC

9' - 1" 3' - 4" 1' - 6"

5'

0"

/8

5/ 8"

5'

3"

7' - 0 1/8" 4' - 6" 2' - 5"

3' - 0" 9' - 7"

8' - 10 7/8" 3' - 4" 4 1/8"

7'

6"

13' - 11"

1' - 0 3/8"

3 5/8"

A1.2 B9.1

19 19 19 19 19 19

5/

8" 5'

0"

5/

8"

/8

5/ 8"

5'

3"

5/ 8"

7'

3/

4"

SOAP

DISP.

TOWEL

DISPENSER

MOUNTING

HEIGHT

16"X36"

MIRROR

TOWEL

DISPENSER

TOWEL

HOOK

(ADA)

TOWEL

HOOK

TYPICAL ACCESSIBLE MOUNTING HEIGHTS AND DIMENSIONS

TYP. ACCESSIBLE

SINK DIMENSIONS

(FRONT)

TYP. ACCESSIBLE

SINK

DIMENSIONS (SIDE)

TYP. TOILET TYP. ADA

URINAL

TYP.

URINAL

TYP. SINK

TYPICAL ADA DRINKING

FOUNTAIN

TYPICAL DRINKING FOUNTAIN

TYP. ACCESSIBLE

TOILET

DIMENSIONS (SIDE)

TYP. ACCESSIBLE

TOILET

DIMENSIONS (FRONT)

40"40"

1'-3"

MIN.

40"

MAX.

(OR

LOWEST

PERMITTED

BY FIXTURE)

34"

MAX.

29"

MIN.

8"

MIN.

6"

MAX.

17" DEPTH MIN.

36"

MAX.

17"-19"

6"

MAX.

8"

MIN.

27"

MIN.

34" 40"

17"

17" MAX.

13 1/2" MIN.

15" 24"15"-48"

40"

17"-19"

18" 19" 34"

42"

MIN.

7"-9" FROM FRONT OF W.C.

12"

MAX

24"

MIN.

12"

MIN.

16"-18"

36" MIN.

40"

18"

40"

40" 40" 48"

72"

18"

MIN.

18"

MIN.

OPERABLE CONTROLS SHALL

FALL WITHIN FORWARD REACH

RANGES REQUIRED BY CODE

REGULATIONS

15" A.F.F. MIN.

48" A.F.F.

MAX.

FINISH

FLOOR

NOTE: THE PURPOSE OF THIS SECTION IS TO SHOW TYPICAL ACCESSIBLE (ICC A117.1) DIMENSIONS AND MOUNTING HEIGHTS ONLY. ALL FIXTURES AND ACCESSORIES SHOWN IN THIS SECTION ARE SHOWN GENERICALLY AND ARE FOR REFERENCE PURPOSES ONLY.

MIRROR

SIDE WALL

KNEE

CLEARANCE

TOE CLEARANCE

APRON & KNEE

HEIGHT

CLEARANCES

KNEE

CLEARANCE

TOE

CLEARANCE

TOILET

PAPER

DISP.

GRAB BAR

TOILET

PAPER

DISP.

VERT. GRAB BAR

NOTE: PROVIDE WOOD BLOCKING IN MTL.

STUD AND DRYWALL WALLS FOR ALL

WALL MOUNTED RESTROOM

ACCESSORIES

2' - 0"

4'

0"

3'

3"

4"

1' - 4 1/2"

3/

4"

TOP / BOTTOM

ELEVATION

SIDE

ELEVATION

FRONT

ELEVATION

C1.1 A5.1

A1.2

A2.1

10' - 0" 7 5/8" 14' - 3" 7 5/8"

/8

8'

0"

5/ 8" 1

/8

8' - 1 5/8" 3 5/8"2' - 1 7/8" 3' - 4" 4"

4' - 2 1/2" 6' - 0" 4' - 0 1/2"

/8

RECESSED WALK-OFF MAT

S

LO

P E

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R E

G I S T E R E D

T C

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TI

HCRA

JOB NUMBER:

ISSUE DATE:

FO

R

REVISION SCHEDULE

11087

KENT D. BUEHRER, LICENSE #11087

EXPIRATION DATE 12/31/19

BUEHRER

KENT D.

A9.1

180768

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04/26/19

CONSTRUCTION

DOCUMENTS

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1/4" = 1'-0"A9.1

A1.1 WOMEN'S RR 006 ENLARGED PLAN

1/4" = 1'-0"A9.1

B1.1 MEN'S RR 005 ENLARGED PLAN

KEYED ENLARGED RESTROOM PLAN NOTES:

SEE SPEC SECTION 10 28 00 FOR TOILET ACCESSORY MODEL NUMBERS

1 TOILET

2 ACCESSIBLE TOILET

3 URINAL

4 ACCESSIBLE URINAL

5 ACCESSIBLE SINKS WITH UNDERLAV. GUARDS

6 HAND DRYER

7 SOAP DISPENSER (OFOI)

8 18"Wx36"H MIRROR, MOUNTED 40" A.F.F. TO BOTTOM OF REFLECTIVE SURFACE

9 HIGH/LOW DRINKING FOUNTAIN WITH BOTTLE FILLER

10 MOP SINK WITH VINYL BUMPERGUARD

11 TOILET PARTITIONS

12 TOILET PAPER DISPENSER (OFOI)

13 SANITARY NAPKIN DISPOSAL

14 URINAL SCREEN PARTITION

15 TRASH CAN (OFOI)

16 MOP HOLDER

17 SIDE AND BACK GRAB BARS, SEE TYPICAL DETAIL ON THIS SHEET FOR MORE INFORMATION

18 SHOWER (CONTRACTOR TO COORDINATE SIZE OF SHOWER BASE WITH SURROUND AND

ROOM DIMENSIONS)

19 12"W X 10"D X 30"H CUBBIES, TWO HIGH

20 LOCKER BENCH

21 RESTROOM SIGN

1/2" = 1'-0"A9.1

C5.1 ALL METAL ACOUSTICAL PANEL DETAILS

1/4" = 1'-0"A9.1

D1.1 VEST & BREAK ENLARGED PLAN

F

SM

F

F

F

F

F

F

F

A4.1A1.1

A4.1

A4.1

A4.1

C1.1

B1.1

D1.1

A1.1 A5.1

C1.1 A5.1

B1.1 A5.1

E5.1 A6.1

D1.1 A5.1

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

11' - 2"

9' - 0"

9' - 0"

9' - 0"

11' - 2"

9' - 0"

A1.2 B9.1

A1.2 C9.1

LINEAR LIGHT FIXTURE

MECHANICAL DIFFUSERS; REFER TO MECHANICAL DRAWINGS

RECESSED CAN LIGHT

ACOUSTIC CEILING TILE

2x2 LAY IN CEILING TILES

SEE ROOM FINISH SCHEDULE

SPRINKLER HEAD; REFER TO FIRE PROTECTION DRAWINGS

2'x4' LIGHT FIXTURE

2'x2' LIGHT FIXTURE

2'x4' LIGHT FIXTURE - EMERGENCY POWER

GYP. CEILNG

SEE ROOM FINISH SCHEDULE

FIRE ALARM/MASS NOTIFICATION SPEAKER

EXIT SIGNS; REFER TO ELECTRICAL DRAWINGS

STA

TE OF O H I O

R E

G I S T E R E D

T C

E

TI

HCRA

JOB NUMBER:

ISSUE DATE:

FO

R

REVISION SCHEDULE

11087

KENT D. BUEHRER, LICENSE #11087

EXPIRATION DATE 12/31/19

BUEHRER

KENT D.

A10.1

180768

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04/26/19

CONSTRUCTION

DOCUMENTS

E

BE

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, O H

1/8" = 1'-0"A10.1

A10.1 REFLECTED CEILING PLAN

1/8" = 1'-0"

REFLECTED CEILING PLAN LEGEND

STRUCTURAL JOISTS (TYP.)

PAINT ALL EXPOSED STRUCTURE

PAINTED METAL DECK

STRUCTURAL JOISTS (TYP.)

PAINT ALL EXPOSED STRUCTURE

PAINTED METAL DECK

SEAL ALL JOINTS AND OPENINGS IN WALLS

BETWEEN DEPLOYMENT 001 AND FITNESS 002

SEAL ALL JOINTS AND OPENINGS IN WALLS BETWEEN

VEST 000D, BREAK 003, STOR 004, VEST 000F, AND

DEPLOYMENT 001, FITNESS 002

1. ALLOW FOR ROOF STRUCTURE DEFLECTION AT METAL STUD AND DRYWALL WALLS

WHERE METAL STUD AND DRYWALL WALLS EXTEND UP TO OR ARE BRACED TO ROOF

STUCTURE

2. FIRE PROTECTION CONTRACTOR TO COORDINATE LOCATION OF SPRINKER HEAD/LINE

LOCATIONS WITH ALL OTHER CONTRACTORS. LOCATE HEADS IN THE CENTER OF CEILNG

TILES.

3. SEE ROOM FINISH SCHEDULE ON DWG A1.2 FOR ADDITIONAL INFORMATION

4. SEE FLOOR PLAN SHEETS FOR WALL LEGEND

REFLECTED CEILING NOTES

HOLLOW CONCRETE MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF (2,000 PSI)

AND MASONRY STRENGTH OF A MINIMUM, (fm'=2,000 PSI) AND MEETS ASTM C-90 REQUIREMENTS

2)

1)

3)

STRUCTURES (ACI 530-2011)

MASONRY CONSTRUCTION NOTES

MASONRY DESIGN IS BASED ON "BUILDING CODE REQUIREMENTS FOR MASONRY

MORTAR SHALL MEET REQUIREMENTS OF ASTM C-270 TYPE "S" 1,800 PSI TEST AT 28 DAYS.

PROVIDE LAP LENGTHS AT SPLICES EQUALS TO VALUES SHOWN IN THE LAP SPLICE TABLE 10)

4)

6)

7)

8)

9)

13)

12)

11)

CURE WITHOUT FREEZING.

14)

5)

A SLIP PLATE. IF STEEL BEARING PLATES ARE USED, ONE END NOT TO BE WELDED.

THE BEARING OF AT LEAST ONE END OF DOOR AND WINDOW LINTELS SHOULD BE BUILT TO

SLIDE. PLASTIC OR BITUMINOUS SHEETS OR EQUAL MATERIALS SHOULD BE USED FOR

WITH 3/16" DIAMETER TRIANGULAR TIES AT 16" O/C.

TIE ALL MASONRY WALLS TO STEEL COLUMNS WITH ADJUSTABLE 1/4" DIAM. TIESX9" STRAPS

OF A BEARING OR OTHER LOAD CONCENTRATION.

MASONRY WALLS SHALL BE SOLID GROUTED UNDER ALL COLUMN BEARING POINTS AND AT THE

WITH 1-#5 REBAR IN EACH CORE. GROUT CORE SOLID FROM FOUNDATION TO BEARING POINT.

END OF ALL BEAMS 6' AND LONGER. TWO 8" CORES SIDE BY SIDE SHALL BE SOLID GROUTED

MASONRY CORNERS SHALL HAVE HORIZONTAL CORNER REINFORCING AT 16" VERTICAL CENTERS

MASONRY WALLS SHALL HAVE HORIZONTAL WIRE REINFORCING AT 16" VERTICAL CENTERS

DO NOT LAY MASONRY IN FREEZING WEATHER UNLESS SUITABLE MEANS ARE PROVIDED TO

NO CHASES, RISERS, CONDUITS, OR TOOTHING IN MASONRY WALLS SHALL OCCUR WITHIN 2'-0

USE SOLID OR CONCRETE FILLED MASONRY UNITS ALL MEMBERS BEARING MASONRY. USE

USE COARSE GROUT FOR FILLING CONCRETE MASONRY UNITS, 2,500 PSI TEST 28 DAYS.

EQUAL TO LADDER/CORNER TYPE AS MADE BY HOHMANN & BERNARD INC. OR EQ.

HOLLOW MASONRY UNITS FILLED WITH CONCRETE FOR WALLS RECEIVING ANCHORS.

HEAT MATERIALS PROTECT WORK FROM COLD AND FROST AND INSURE MORTAR WILL

EQUAL TO LADDER TYPE AS MADE BY HOHMANN & BERNARD INC. OR EQUAL.

DOWEL #3X12" LONG REBAR EVERY OTHER COURSE TO TIE MASONRY TO ALL CONCRETE PIERS

15)

PROVIDE VERTICAL REINFORCING BARS AS CALLED FOR ON THE PLANS. PROVIDE #4 BAR

AT ALL CORNERS AND AT EACH SIDE OF CONTROL JOINTS.

16)

PILASTERS AND MASONRY PIERS TO BE LAID UP SIMULTANEOUSLY AND BONDED

17)

THE TOP MASONRY COURSE OF ALL WALLS TO BE A BOND BEAM REINFORCED

19)

INTO ADJOINING MASONRY

W/2#5 CONTINUOUS REBAR.

PROVIDE TIES BETWEEN ALL MASONRY BLOCKS AND STEEL BEAMS WEBS.

18)

GROUT FULL MASONRY BLOCK AT ALL WINDOW AND LOUVER SILLS.

3. INSTALL SLEEVES THRU BLOCKS FOR ALL UNDERGROUND PIPES.

SLEEVES TO BE PROVIDED BY THE REQUIRED CONTRACTOR.

2. VERIFY LOCATIONS OF COLUMNS, WALLS, ETC. WITH THE ARCHITECTURAL DWG.

BEFORE PLACING ANY FOUNDATIONS

1. COORDINATE w/ ARCHITECTURAL FLOOR PLANS AND SECTIONS FOR ANY

SLAB RECESSES REQUIRED FOR DOOR MATS, FLOORING, ETC...

GENERAL NOTES:

5. COORDINATE WITH ARCHITECTURAL DRAWINGS FOR MISC. CONCRETE PADS

REQUIRED FOR INTERIOR MECHANICAL AND ELECTRICAL EQUIPMENTS.

NOTE: GENERAL CONTRACTOR IS RESPONSIBLE FOR

DETERMINING THE SEQUENCE OF ERECTION

PROCEDURES AND BRACING (SHORING) OF WALLS, FLOORS,

ROOFS AND STRUCTURAL MEMBERS (BEAMS, COLUMNS,

TRUSSES,ETC.) TO INSURE THE SAFETY OF THE BUILDING

AND ITS COMPONENTS DURING CONSTRUCTION.

GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL

MEANS AND METHODS OF CONSTRUCTION TO COMPLETE

THE PROJECT ACCORDING TO THE DRAWINGS AND SPECIFICATIONS

PROVIDE A BALANCED BACKFILL AGAINST FOUNDATION WALLS

TO ELIMINATE ANY LATERAL LOADS. OR PROVIDE LATERAL

SUPPORT AS NEEDED

4. SAW CUT FLOOR SLABS INTO SECTIONS NOT GREATER THAN 15'-0"X15'-0".

PROVIDE DIAMOND CUT AROUND ALL COLUMN LOCATIONS

IS DOUBT ABOUT ITS ABILITY TO CARRY THIS AMOUNT OF LOAD HE SHALL BRING

CONSTRUCTED, CONTRACTOR SHALL COMPACT AND EXAMINE THE SOIL. IF THERE

AFTER EXCAVATION IS COMPLETED AND BEFORE ANY FOUNDATIONS ARE

FOUNDATIONS ARE BASED ON A SAFE CARRYING CAPACITY OF 2,000 PSF

FOR SPREAD FOOTINGS AND CONTINUOUS WALL FOOTINGS.

TO THE ATTENTION OF THE ENGINEER/ARCHITECT.

DESIGN LIVE LOADS:

2)

1)

ROOF

GENERAL STRUCTURAL NOTES

20 PSF

1. PROVIDE THE MANUFACTURER'S STANDARD TRACK, CLIP ANGLES, BRACING, REINFORCEMENTS, FASTENERS AND ACCESSORIES AS RECOMMENDED BY THE MANUFACTURER FOR THE APPLICATION

INDICATED AS NEEDED TO PROVIDE A COMPLETE FRAMING SYSTEM.

2. UNLESS NOTED OTHERWISE, INSTALL THE METAL FRAMING IN ACCORDANCE WITH THE MANUFACTURE'S

WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.

3. PROVIDE BRIDGING FOR STUDS AT A MAXIMUM SPACING NOT TO EXCEED 4'-0". ALL

BRIDGING SHALL BE INSTALLED PRIOR TO THE ADDITION OF ANY LOADING

CONNECT BRIDGING TO EACH MEMBER BY CLIP ANGLES OR

OTHER APPROVED METHOD PER MANUFACTURER'S REQUIREMENTS.

4. THE GAUGE OF ALL TRACKS SHALL BE NO LIGHTER THAN THE FRAMING BEING CONNECTED. UNLESS

NOTED OTHERWISE, FOR PARTITION WALLS CONNECT TRACKS TO CONCRETE WITH HILTI OR APPROVED

5. ALL FRAMING MEMBERS SHALL BE GALVANIZED WITH A G-90 COATING.

6. ALL COLD FORMED STEEL FRAMING MEMBERS, THEIR DESIGN, FABRICATION, AND ERECTION SHALL

CONFORM TO THE LATEST AISI DESIGN CODE AND SPECIFICATIONS.

7. ALL FRAMING MEMBERS SHALL BE FORMED FROM STEEL CONFORMING TO ASTM A446 WITH A MINIMUM

YIELD STRENGTH, FY = 50 KSI

8. PROVIDE DIAGONAL 4" STUD BRACE AT EACH WALL END CORNER, DOOR LOCATIONS AND AT A

MAXIMUM OF 6'-4" IN BETWEEN FROM TOP TRACK TO BOTTOM OF ROOF STEEL JOISTS

9. PROVIDE DIAGONAL 4" STUD BRACING @ 45° AT ALL WALL CORNERS FLAT IN PLANE OF TOP OF WALL.

COLD-FORMED METAL FRAMING CONSTRUCTION NOTES:

10. THE GENERAL CONTRACTOR SHALL SUBMIT FOR APPROVALTHE MANUFACTURER'S PRODUCT DATA AND

THE LATEST TECHNICAL DATA.

EQUAL 0.205" DIAMETER POWER DRIVEN FASTENING (WITH 1.25" EMBEDMENT) AT 16" O/C.

11. G.C. TO PROVIDE AND INSTALL BACKING PLATE "DANBACK FLEXIBLE WOOD BACKING PLATE" OR

APPROVED EQUAL AT ALL HANDRAILS, SHELVES, CABINETS AND OTHER WALL FIXTURES BEING ATTACHED

12. AT TOP OF WALL INTERSECTIONS AND CORNERS LAP JOINTS AND COPE FLANGES OF TRACKS AND

CONNECT W/(4)-#10 SCREWS.

13. GENERAL CONTRACTOR TO PROVIDE AND INSTALL ALL TEMPORARY AND PERMENANT

BRACING REQUIRED TO COMPLETE JOB.

AND/OR BUILT-IN BY OTHER TRADES.

14. PROVIDE SOLID BLOCKING AT AT EACH END OF WALL OPENINGS AND INTERMITTENTLY AT 10'-0" MAX.

15. TOUCH UP ALL WELDS WITH ZINC-RICH PAINT.

GOVERNING CODE:

1ST FLOOR - SLAB ON GRADE N/A

W/O = WITHOUT

W/ = WITH

W.W.F. = WELDED WIRE FABRIC

U.N.O. = UNLESS NOTED OTHERWISE

TYP. = TYPICAL

T/ST. = TOP OF STEEL

T/FTG. = TOP OF FOOTING

T&B = TOP AND BOTTOM

STP. FTG. = STEP FOOTING

ST. = STEEL

SLP. = SLOPE

REINF. = REINFORCED

O/O = OUTSIDE TO OUTSIDE

O.C. = ON CENTER

P.C. = PLUMBING CONTRACTOR

PL. = PLATE

M.O. = MASONRY OPENING

MISC. = MISCELLANOUS

MTL. = METAL

M.C. = MECHANICAL CONTRACTOR

IN/IN = INSIDE TO INSIDE

G.C. = GENERAL CONTRACTOR

GALV. = GALVINIZED

GA. = GAUGE

FND. = FOUNDATION

F/FLR. = FINISH FLOOR

EQ. = EQUAL

ELEV. = ELEVATION

E.C. = ELECTRICAL CONTRACTOR

E/S = EACH SIDE

DIA. or ~ = DIAMETER

COOR. = COORDINATE

CONT. = CONTINUOUS

CONC. = CONCRETE

CL/CL = CENTER TO CENTER

B/FTG. = BOTTOM OF FOOTING

B/S = BOTH SIDES

BRG. = BEARING

B/BRG. = BEAM BEARING

STRUCTURAL LEGEND

BP# = BASE PLATE

F# = COLUMN FOOTING NUMBER

PR# = CONC. PIER #

I.C.F. = INSULATED CONCRETE FORMS

O.H. = OVER HANG

PRE-FAB LGST= PRE-FABRICATED

LIGHT GAUGE STEEL TRUSS

C.M.U. = CONCRETE MASONRY UNIT

ALL WELDING ELECTRODES SHALL BE E-70XX AND IN ACCORDANCE WITH AMERICAN WELDING SOCIETY AWS D1.15)

ALL SQUARE & RECTANGULAR HSS TUBING - A500 GRADE B (FY = 46 KSI).

LATEST (A.I.S.C) ASD EDITION AND SPECIFICATIONS AS REFERENCED IN THE 2017

1)

2)

3)

4)

6)

FOR MORTAR COVER.

OTHERWISE NOTED.

7)

8)

ALL CONNECTIONS TO DEVELOP FULL STRENGTH OF MEMBERS.

ALL W SHAPES STEEL FRAMING SHALL BE FABRICATED FROM (ASTM A992 - FY= 50 KSI)

ALL STEEL WORK, BEFORE LEAVING SHOP TO HAVE TWO GOOD COAT OF PAINT

ALL L'S , PL'S AND FLANGES CARRYING WALLS EXPOSED TO VIEW SHALL BE COPED

PROVIDE ALL BOLTS, ANCHORS, STRAPS, FASTENERS, AND SIMILAR ITEMS AS SHOWN ON THE

FIELD BOLTS SHALL BE 3/4" DIA. STD.