Phase_1_Rockefeller_Campus_Garage_Permit-Bid_Drawings.pdf

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OCCUPANCY CLASSIFICATIONS CHAPTER 3 U, UTILITY AND MISCELLANEOUS - GARAGE (UNCHANGED)

ALLOWABLE HEIGHT, STORIES CHAPTER 5 EXISTING CONSTRUCTION (SECTION 504, UNCHANGED)

ALLOWABLE AREA CHAPTER 5 EXISTING CONSTRUCTION (SECTION 506, UNCHANGED)

TYPE OF CONSTRUCTION CHAPTER 6 III-B, EXISTING CONSTRUCTION (UNCHANGED)

FIRE PROETECTION CHAPTER 9 WITHOUT SPRINKLER SYSTEM (UNCHANGED)

OCCUPANT LOAD CHAPTER 10 SECTION 1004

OCCUPANCIES TABLE 1004.1.2

ACCESSORY STORAGE 300 SF GROSS/OCCUPANT FIRST FLOOR 2,288 SF/ 300 = 8 OCCUPANTS

TOTAL CALCULATED OCCUPANT LOAD = 8 OCCUPANTS

TOTAL ACTUAL OCCUPANT LOAD = 0 OCCUPANTS

NUMBER OF EXITS CHAPTER 10 2 EXITS, EXISTING CONSTRUCTION (TABLE 1006.3.1, UNCHANGED)

MAXIMIUM COMMON PATH OF EGRESS CHAPTER 10 100FT (OCC. LOAD < 30) - WITHOUT SPRINKLER SYSTEM (TABLE 1006.2.1)

TRAVEL DISTANCE

EXIT ACCESS TRAVEL DISTANCE CHAPTER 10 300FT - WITHOUT SPRINKLER SYSTEM (TABLE 1017.2)

ELECTRICAL

P E

R M

IT

/B

ID

S

E T

S H

E E

T N

U M

B E

R

SHEET NAME

● GE001 GENERAL ELECTRICAL, TECHNOLOGY, FIRE ALARM

● E101 FIRST FLOOR POWER DEMO AND NEW PLANS

● E201 FIRST FLOOR LIGHTING DEMO AND NEW PLANS

● E501 ELECTRICAL DETAILS

● E601 ELECTRICAL SCHEDULES AND DIAGRAMS

STRUCTURAL

P E

R M

IT

/B

ID

S

E T

S H

E E

T N

U M

B E

R

SHEET NAME

● S001G GENERAL NOTES

● S002G GENERAL NOTES

● S101G GARAGE REPAIR PLAN

● S201G GARAGE REPAIR ELEVATIONS

● S202G GARAGE REPAIR ELEVATIONS

● S301G TYPICAL CONCRETE REPAIR DETAILS AND NOTES

● S302G TYPICAL MASONRY REPAIR DETAILS

● S303G TYPICAL CONCRETE REPAIR DETAILS

● S304G TYPICAL REPAIR DETAILS

MECHANICAL

P E

R M

IT

/B

ID

S

E T

S H

E E

T N

U M

B E

R

SHEET NAME

● GM001 GENERAL MECHANICAL

● M100 UNDERGROUND MECHANICAL

● M101 FIRST FLOOR MECHANICAL DEMO AND NEW PLANS

● M102 ROOF MECHANICAL

● M501 MECHANICAL DETAILS

● M801 MECHANICAL CONTROLS

PLUMBING

P E

R M

IT

/B

ID

S

E T

S H

E E

T N

U M

B E

R

SHEET NAME

● GP001 GENERAL PLUMBING

● PD101 PLUMBING DEMO PLANS

● P102 PLUMBING PLANS

NORTH

C

IT

Y O

F C

LE

V E

LA

N D

SHEET NO:

CHECKED BY:

DESIGNED BY:

SCALE:

DELINEATED BY:

PROJECT NAME:

D E

P A

R T M

E N

T O

F P

U B

L

IC

W O

R K

S

C it y o f C le ve la n d

M a yo r' s O ff ic e o f C a p it a l P ro je c ts

D iv is io n o f A rc h it e c tu re

C le ve la n d

C it y H a ll

L a k e si d e A ve n u e

R o o m

A C le ve la n d O

H

-1

P h o n e

-2

F a x:

-4 a n d S it e

D e ve lo p m e n t

TITLE:

h u ro n r o a d e a s t s u it e c le v e la n d o h

THE CITY OF CLEVELAND

Rockefeller Greenhouse Campus Renovation

750 E 88TH STREET

CLEVELAND, OHIO 44108

DEPARTMENT OF PUBLIC WORKS

MAY0R'S OFFICE OF CAPITAL PROJECTS

JUSTIN M. BIBB, MAYOR

CITY OF CLEVELAND

BLAINE A. GRIFFIN, COUNCIL PRESIDENT

CLEVELAND CITY COUNCIL

ANTHONY T HAIRSTON, COUNCIL MEMBER

CLEVELAND CITY COUNCIL

FRANK D. WILLIAMS, DIRECTOR

DEPARTMENT OF PUBLIC WORKS

ARCHITECT:

Division of Architecture and Site Development

Telephone: (216) 664-2374

Email: jmestnik@Clevelandohio.gov

Contact Person: Joe Mestnik, RA

ARCHITECT:

IKM Architecture

Knight & Stolar (landscape)

Finley Consulting Group (exterior envelope)

Mongomery Smith (greenhouse)

Telephone: (878) 999-2284

Email: ayaracs@ikminc.com

Contact Person: Adam Yaracs, AIA

BUILDING DEPARTMENT:

Chief Building Official, Thomas Vanover

Telephone: (216) 664-2282

Email: TVonover@Clevelandohio.gov

Contact Person: TBD

FIRE MARSHALL:

Captain David Telban

Telephone: (216) 664-6867

Email: Dtelban@Clevelandohio.gov

Call to schedule inspections

MECHANICAL, ELECTRICAL

AND PLUMBING ENGINEER:

Algebra AEC

Telephone: (248) 227-5542

Email: Shariq@algebraaec.com

Contact Person: Shariq Ali

STRUCTURAL AND CIVIL ENGINEER:

Osborn Engineering

Telephone: (216) 861-2020

Email: jpollner@osborn-eng.com dwatkins@osborn-eng.com

Contact Person: John Pollner (Structure)

David Watkins (Civil)

SHEET INDEX

BUILDING PLAN

LOCATION MAP

BUILDING CODE SUMMARY

JAMES D. DEROSA, DIRECTOR

MAYOR'S OFFICE OF CAPITAL PROJECTS

N/A

IKM, Inc

GARAGE BUILDING

/6

/2

:3

:4

P

M A u to d e s k D o c s /2

-0

C it y o f C le v e la n d R o c k e fe lle r

G re e n h o u s e R

/2

-0

C it y o f C le v e la n d

R o c k e fe lle r G re e n h o u s e G a ra g e

R

.r v t

A0

GARAGE COVER SHEET

Adam Yaracs

Ty Juan Swanson-Sawyer

-0

R o c k e fe ll e r

P a rk G re e n h o u s e

C a m p u s

G a ra g e B u il d in g E th

S t, C le v e la n d

O H

ARCHITECTURAL - GARAGE

P E

R M

IT

/B

ID

S

E T

S H

E E

T N

U M

B E

R

SHEET NAME

● A100 FIRST FLOOR AND ROOF DEMOLITION PLANS

● A200 FIRST FLOOR AND ROOF PLANS

● A400 EXTERIOR ELEVATIONS

● A401 BUILDING SECTIONS AND INTERIOR ELEVATION

● A500 EXTERIOR AND MISC. DETAILS

● A501 ROOF DETAILS

● A502 CANOPY DETAIL

● R001 FOR REFERENCE ONLY - EXISTING FLOOR PLANS AND

ELEVATIONS

● R002 FOR REFERENCE ONLY - EXISTING DETAILS

NORTH

GENERAL

P E

R M

IT

/B

ID

S

E T

S H

E E

T N

U M

B E

R

SHEET NAME

● A0 GARAGE COVER SHEET

● AL100 LIFE SAFETY PLAN

● LS100 LANDSCAPING PLAN

● A000 GENERAL INFORMATION

MARK DATE DESCRIPTION

01.05.2026 PERMIT/BID SET

A300

SIM

DETAIL NUMBER

DRAWING NUMBER

DETAIL/ENLARGED PLAN SYMBOL

DETAIL NUMBER

DRAWING NUMBER

WALL SECTION

DETAIL NUMBER

DRAWING NUMBER

EXTERIOR ELEVATION SYMBOL

DETAIL NUMBER

DRAWING NUMBER

INTERIOR ELEVATION SYMBOL

A600 2

DETAIL NUMBER

DRAWING NUMBER

BUILDING SECTION

INDICATED DETAIL MAY, OR MAY

NOT BE EXACTLY THE SAME - TYP

GENERAL SYMBOLS

WINDOW TYPE,

CURTAINWALL/

STOREFRONT GLAZING

TYPE

ROOF DRAIN

FLOOR DRAIN

REVISION

SYMBOL

COLUMN

GRID

VIEW REFERENCE SYMBOL

DETAIL NUMBER

DRAWING NUMBER

OVERHEAD CONSTRUCTION

ROOM NUMBER

XXX CODED// ARCHITECTURAL//

CONSTRUCTION NOTES

A200 2

MATCH

LINE

ADD LETTER SUFFIX WHEN MORE

THAN ONE DOOR, 500A, 500B ETC.500A

DRAWING SYMBOLS

1/A100

P2A PARTITION

TYPE

1i

A100

A100

ROOM NAME

CONCRETE

MASONRY

CONCRETE FILL, SAND,

GROUT, DRYWALL

CARPET

CERAMIC TILE

ACOUSTICAL TILE

(LARGE SCALE)

WOOD - FINISH

(SECTION OR ELEVATION)

WOOD - ROUGH

(SECTION)

INSULATION - RIGID

INSULATION - BATT OR LOOSE

STEEL

GRANITE

MATERIALS LEGEND

ABBREVIATIONS

ABV.

A.F.F.

A.P.

A.C.P.

A.C.T.

A.W.C.

A.W.P.

ADD'L

ADJ.

ADJT.

A.C.

A.H.U.

ALT.

ALUM.

AMT.

A.B.

ANOD.

APPL

APP'D

APPROX.

ARCH.

A/E

A.V.

AUX.

AVG.

ABOVE

AT

ABOVE FINISHED FLOOR

ACCESS PANEL

ACOUSTICAL CEILING PANEL

ACOUSTICAL CEILING TILE

ACOUSTICAL WALL COVERING

ACOUSTIC WALL PANEL

ADDITIONAL

ADJUSTABLE

ADJACENT

AIR CONDITIONING

AIR HANDLING UNIT

ALTERNATE

ALUMINUM

AMOUNT

ANCHOR BOLT(S)

ANODIZED

APPLICATION

APPROVED

APPROXIMATE(LY)

ARCHITECT(URAL)

ARCHITECT/ENGINEER

AUDIO/VISUAL CONTRACT(OR)

AUXILIARY

AVERAGE

B. CAB.

B. PL.

BSMT.

BAT. IN.

BM.

BRG.

BRG. PL.

BMK.

BT.

BTWN.

BITUM.

B.L.

BLK.

BLKG.

BD.

BTM.

BTU

BRZ.

B.U.

B.U.R.

BULL. BD.

B.R.

BASE CABINET

BASE PLATE

BASEMENT

BATT INSULATION

BEAM

BEARING

BEARING PLATE

BENCHMARK

BENT

BETWEEN

BITUMINOUS

BORROWED LIGHT

BLOCK

BLOCKING

BOARD

BOTTOM

BRITISH THERMAL UNIT

BRONZE

BUILT UP

BUILT UP ROOFING

BULLETIN BOARD

BUMPER RAIL

C.U.H.

CAB.

C.R.

CPT.

C.I.P

C.I.

CL.

CLG.

CEM.

CTR.

C/C

C.T.

CHBD

CHAM.

CIR.

CIRCUM.

CLR.

C.O.

COEF.

C.W.

COL.

C.F.M.F.

C.S.

CONC.

C.M.U.

COND.

CONSTR.

CONT.

CONTR.

C.J.

C.G.

CORRG.

C.M.P.

CTSK.

CRSE.

C.R.

C.F.M.

CU. FT.

CU. YD.

C.C.

C.C.T.

CABINET UNIT HEATER

CABINET

CARD READER

CARPET

CAST IN PLACE

CAST IRON

CENTERLINE

CEILING

CEMENT

CENTER

CENTER TO CENTER

CERAMIC TILE (CFT, CWT, CTB)

CHALKBOARD

CHAMFER

CIRCLE

CIRCUMFERENCE

CLEAR(ANCE)

CLEAN OUT OR CASED OPENING

COEFFICIENT

COLD WATER

COLUMN

COLD FORMED METAL FRAMING

COMPOSITE STONE

CONCRETE

CONCRETE MASONRY UNIT

CONDENSATE

CONSTRUCTION

CONTINUOUS

CONTRACTOR

CONSTRUCTION JOINT

CORNER GUARD

CORRUGATED

CORRUGATED METAL PIPE

COUNTERSUNK

COURSE(S)

CRASH RAIL

CUBIC FEET PER MINUTE

CUBIC FOOT

CUBIC YARD

CUBICAL CURTAIN

CUBICAL CURTAIN TRACK

DMPR.

D.L.

DK.

DP.

DEFL.

DEG.

DTL.

DSMG.

DEMO.

DMNT.

DIAM.

DIAPH.

DIFF.

DIM.

DISP.

DR.

DWL.(S)

DN.

D.S.

DWR.

DWG.

D.F.

DAMPER

DEAD LOAD

DECK

DEEP

DEFLECTION

DEGREE

DETAIL

DEMISING

DEMOLITION

DEMOUNTABLE

DIAMETER

DIAPHRAGM

DIFFUSER

DIMENSION

DISPLAY

DOOR

DOWEL(S)

DOWN

DOWNSPOUT

DRAWER

DRAWING

DRINKING FOUNTAIN

EA.

E.F.

E.S.

E.W.

ELEC.

E.W.C.

E.C.

E.W.C.

ELEV.

EMB.

EMERG.

ENAM.

ENG.

ENCL.

E.P.D.M.

EQ.

EXH.

EXIST.

EXP.

E.J.

EXP'D

EXT.

E.F.S.

E.I.F.S.

EW./ES

EACH

EACH FACE

EACH SIDE

EACH WAY

EAST

ELECTRIC(AL)

ELECTRICAL CONTRACTOR

ELECTRONIC WATER COOLER

ELEVATION

EMBEDMENT

EMERGENCY

ENAMEL

ENGINEER

ENCLOSE(URE)

ETHYL PROPYLENE DIENE MONOMER

EQUAL

EXHAUST

EXISTING

EXPANSION

EXPANSION JOINT

EXPOSED

EXTERIOR

EXTERIOR FINISH SYSTEM

EXTERIOR INSULATION FINISH SYSTEM

EYEWASH/EMERGENCY SHOWER

F.O.C.

F.O.F.

F.O.M.

F.O.S.

FFIN.

FT.

FBD.

F.F.

FIN.

FIN. FL.

F.D.C.

F.E.

F.E.C.

F.D.V.

FIXT.

F.R.

FLR.

F.D.

F/F

F.S.E.

F.S.E.C.

FTG.

FDN.

F.H.

F.B.O.

FACE OF CONCRETE

FACE OF FINISH

FACE OF MASONRY

FACE OF STUD

FACTORY FINISH

FOOT (FEET)

FIBERBOARD

FILTER FABRIC

FINISH(ED)

FINISH FLOOR

FIRE DEPARTMENT CONNECTION

FIRE EXTINGUISHER

FIRE EXTINGUISHING CABINET

FIRE DEPARTMENT VALVE

FIXTURE

FIRE RATED

FLOOR

FLOOR DRAIN

FLOOR TO FLOOR

FOOD SERVICE EQUIPMENT

FOOD SERVICE EQUIPMENT CONTRACTOR

FOOTING

FOUNDATION

FUME HOOD

FURNISHED BY OTHERS

GA.

G.B.

G.B.C.

G.L.B.

G.P.M.

GALV.

G.C.

GL.

G.T.

GR.

GRB.

GROM

G.S.F.

G.F.

GYP.

G.W.B.

GAUGE

GRAB BAR

GRANULAR BASE COURSE

GLUE LAMINATED BEAM

GALLONS PER MINUTE

GALVANIZED

GENERAL CONTRACT(OR)

GLASS OR GLAZING

GLASS TILE

GRADE

GRADE BEAM

GROMMET

GROSS SQUARE FEET

GROUND FACE

GYPSUM

GYPSUM WALL BOARD

HCP.

H.R.

HDBD.

HDW.

HD.

HDR.

HTG.

H.V.A.C.

HGT.

H.

H.S.

H.S.B.

H.W.H.

HK.

H.C.

H.M.

HR.

HORIZ.

H.P.

H.B.

H.W.

HYD.

HANDICAPPED

HANDRAIL

HARDBOARD

HARDWARE

HEAD

HEADER

HEATING

HEATING, VENTILATION, & AIR CONDITIONING

HEIGHT

HIGH

HIGH STRENGTH

HIGH STRENGTH BOLT

HOT WATER HEATER

HOOK

HOLLOW CORE

HOLLOW METAL

HOUR

HORIZONTAL

HORSE POWER

HOSE BIBB

HOT WATER

HYDRANT

IN.

INSP.

INSUL.

I.T.W.P.S.

INT.

I.D.

I.F.

ILLUM.

INV.

INCH

INSPECT

INSULATION

INSULATING TRANSLUCENT WALL PANEL SYSTEM

INTERIOR

INTERIOR DIAMETER

INTERIOR FACE

ILLUMINATED

INVERT

JAN.

JT.

JST.

JBOX

JANITOR

JOINT

JOIST

JUNCTION BOX

KVA

KW

K

KLF

KSF

KIT.

K.O.

KILOVOLT-AMP

KILOWATT

KIP

KIPS PRE LINEAR FOOT

KIPS PER SQUARE FOOT

KITCHEN

KNOCK OUT

LAB.

LAM.

L.V.L.

L.C.

LAT.

LAV.

L.H.

LTG.

LT. WT.

LNTL

L.L.

L.L.H.

L.L.V.

LVR.

L.V.T.

L.V.P.

LABORATORY

LAMINATED

LAMINATED VENEER LUMBER

LANDSCAPING CONTRATOR

LATERAL

LAVATORY

LEFT HAND

LIGHTING

LIGHT WEIGHT

LINTEL

LIVE LOAD

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LOUVER

LUXURY VINYL TILE

LUXURY VINYL PLANK

MACH.

MARK.

M.H.

MFG.

M.BD.

MAS.

M.O.

MATL.

MAX.

MECH.

MED.

MDF

M.D.O.

MET.

M.P.H.

MIN.

MIR.

MISC.

M.B.

MOD.

MLDG.

MON.

M.R.

M.R.G.W.B.

M.T.

MTD.

MACHINE

MARKER

MANHOLE

MANUFACTURE(ER)

MARKER BOARD

MASONRY

MASONRY OPENING

MATERIAL

MAXIMUM

MECHANICAL

MEDIUM

MEDIUM DENSITY FIBERBOARD

MEDIUM DENSITY OVERLAY

METAL

MILES PER HOUR

MINIMUM

MIRROR

MISCELLANEOUS

MODIFIED BITUMINOUS (ROOFING)

MODULAR

MOLDING

MONUMENT

MOISTURE RESISTANT

MOISTURE RESISTANT GYPSUM WALL BOARD

MOSAIC TILE

MOUNTED

NAT.

N.S.F.

NRC

NOM.

N.S.M.F.

N.

N.I.C.

N.R.P.

N.T.S.

NO.

O.C.

OPG.

OPP.

OPP. HD.

OZ.

O.A.

O.D.

O/O

O.H.

OFCI

OFOI

OFVI

PR.

P.T.D.

P.T.R.

PAR.

P.BD.

PVMT.

PERIM.

P. LAM.

PLAS.

PL.

PLBG.

PLYWD.

PT.

PT.

P.V.C.

LB.

P.C.F.

P.L.F.

P.S.F.

P.S.I.

PREFAB.

PREFIN.

P.R.V.

P. LN.

PROJ.

PAIR

PAPER TOWEL DISPENSER

PAPER TOWEL RECEPTOR

PARALLEL

PARTICLE BOARD

PAVMENT

PERIMETER

PLASTIC LAMINATE

PLASTER

PLATE

PLUMBING

PLYWOOD

POINT

PAINT

POLYVINYL CHLORIDE

POUND

POUNDS PER CUBIC FOOT

POUNDS PER LINEAR FOOT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PREFABRICATED

PRE-FINISHED

PRESSURE REDUCING VALVE

PROPERTY LINE

PROJECTION

RECP.

R.

RAD.

R.W.C.

REF.

REFR.

REINF.

RFC

REQD.

REQTS

R.A.

R.A.G.

REV.

R.O.W.

R.D.

RFG.

RTU

RM.

R.O.

R.S.

SAN.

S.N.D.

S.N.R.

SECT.

S.R.W.C.

S.R.D.

SEP.

SHT.

SHTG.

SHWR.

S.P.R.

SIM.

S.O.G.

SPD

S.C.

S.S.M.

S.A.B.

S.T.C.

S.

SPA.

SPECS.

SPF.

S.F.R.M.

S.C.

SQ.

S.F.

S.Y.

ST. STL.

STD.

STL.

STOR.

ST. D.

STRL.

S.G.T.

SUB.

SUP.

S.A.

SURF.

S.M.

SUSP.

SW.

SYM.

SYS.

SANITARY

SANITARY NAPKIN DISPENSER

SANITARY NAPKIN RECEPTACLE

SECTION

SECONDARY RAIN WATER CONDUCTOR

SECONDARY ROOF DRAIN

SEPARATE

SHEET

SHEATHING

SHOWER

SINGLE - PLY ROOFING

SIMILAR

SLAB ON GRADE

SOAP DISPENSER

SOLID CORE

SOLID SURFACE MATERIAL

SOUND ATTENUATION BLANKET

SOUND TRANSMISSION CLASS

SOUTH

SPACE

SPECIFICATIONS

SPLIT FACE

SPRAYED FIRE RESISTANT MATERIAL

SPRINKLER CONTRACT(OR)

SQUARE

SQUARE FEET

SQUARE YARD

STAINLESS STEEL

STANDARD

STEEL

STORAGE

STORM DRAIN

STRUCTURAL

STRUCTURAL GLAZED TILE

SUBSTITUTE

SUPPLY

SUPPLY AIR

SURFACE

SURFACE MOUNTED

SUSPENDED

SWITCH

SYMMETRICAL

SYSTEM

RECEPTACLE

RADIUS

RADIATOR

RAIN WATER CONDUCTOR

REFERENCE

REFRIGERATOR

REINFORCING

REINFORCED CONCRETE

REQUIRED

REQUIREMENTS

RETURN AIR

RETURN AIR GRILLE

REVISED (REVISION)

RIGHT OF WAY

ROOF DRAIN

ROOFING

ROOF TOP UNIT

ROOM

ROUGH OPENING

ROUGH SAWN

TBD

T.CAB

T.I.

T.C.

TELCOM

TEL.

T.V.

TEMP.

TEMP. GL.

T.P.O.

THERMO.

THK.

THR.

THSLD.

TLT.

T.P.D.

T.&G .

T.& B.

T/

T/BM.

T/CURB

T/FTG.

T/JST

T/SLAB

T/LIN.

T/ROOF

T/STL.

T/WALL

T. BAR

T.R.

TYP.

TACK BOARD

TALL CABINET

TAPERED INSULATION

TELECOMMUNICATIONS CONTRACT(OR)

TELECOMMUNICATIONS

TELEPHONE

TELEVISION

TEMPERATURE

TEMPERED GLASS

THERMOPLASTIC POLYOLEFIN (ROOFING)

THERMOSTAT

THICKNESS

THREAD

THRESHOLD

TOILET

TOILET PAPER DISPENSER

TONGUE & GROOVE

TOP & BOTTOM

TOP OF

TOP OF BEAM

TOP OF CURB

TOP OF FOOTING

TOP OF JOIST

TOP OF SLAB

TOP OF LINTEL

TOP OF ROOF

TOP OF STEEL

TOP OF WALL

TOWEL BAR

TRASH RECEPTACLE

TYPICAL

NATURAL

NET SQUARE FEET

NOISE REDUCTION COEFFICIENT

NOMINAL

NON-STRUCTURAL METAL FRAMING

NORTH

NOT IN CONTRACT

NON-REMOVABLE PINS

NOT TO SCALE

NUMBER

ON CENTER

OPENING

OPPOSITE

OPPOSITE HAND

OUNCE

OUTSIDE AIR

OUTSIDE DIAMETER

OUT TO OUT

OVERHEAD

OWNER FURNISHED CONTRACTOR INSTALLED

OWNER FURNISHED OWNER INSTALLED

OWNER FURNISHED VENDOR INSTALLED

U/S

UL

UNFIN.

U.H.

U.N.O.

UTIL.

UNDERSIDE

UNDERWRITERS LABORATORY

UNFINISHED

UNIT HEATER

UNLESS NOTED OTHERWISE

UTILITY

VAC.

V.B.

V.BAR.

VAR.

V.A.V.

V.RES.

VENT.

VERT.

VEST.

VIN.

V.C.T.

V.T.

V.W.C.

VIT.

V.C.P.

VOL.

VACUUM

VALVE BOX

VAPOR BARRIER

VARIES

VARIABLE AIR VOLUME

VANDAL RESISTANT

VENTILATION

VERTICAL

VESTIBULE

VINYL

VINYL COMPOSITION TILE

VINYL TILE

VINYL WALL COVERING

VITREOUS

VITRIFIED CLAY PIPE

VOLUME

WL.

W.CAB.

WSCT.

W/C

W.C.

W.H.

WPRF.

WGT.

W.W.F.

W.

W.F.

WIN.

W.G.

W/O

W/

WD.

W.B.

W.P.

W.I.

WALL

WALL CABINET

WAINSCOT

WATER-CEMENT RATIO

WATER CLOSET

WATER HEATER OR WALL HUNG

WATERPROOFING

WEIGHT

WELDED WIRE FABRIC

WEST

WIDE FLANGE

WINDOW

WIRED GLASS

WITHOUT

WITH

WOOD

WOOD BASE

WORKPOINT

WROUGHT IRON

QLTY.

QTY.

Q.T.

QUALITY

QUANTITY

QUARRY TILE

YD. YARD

ZN. ZONE

CONCRETE

GYPSUM BOARD

SEE PARTITION TYPES

SEALANT BOTH SIDES TYP.

(FIRE STOP SEALANT BOTH

SIDES AT RATED PARTITONS)

DECK

DEFLECTION CHANNEL

CEILING RUNNER

3/ 4"

M A

X

G.W.B. SEE

PARTITION TYPES

SEALANT BOTH SIDES TYP.

(FIRE STOP SEALANT BOTH

SIDES AT RATED PARTITIONS)

PROVIDE FIRESAFING IN FLUTES

AT RATED WALLS ABUTTING

SOLID CONCRETE DECK: HW-D-0003

FLUTED DECK: HW-D-0031

1 LAYER 5/8" G.W.B.

MINERAL FIBER INSULATION

5/8" G.W.B.

3 5/8" METAL

STUDS @ 16" O.C.

BASE - SEE FINISH

SCHEDULE FOR TYPE

TRACK RUNNER

FLOOR SLAB

PARTITION

AS DETAILED

P1

A000

Sim

7/

8"

A000

Sim

NOTE:

PROVIDE BACKER BOARD ON ALL

WALLS THAT RECIEVE TILE.

V A

R

IE

S

2" WELDED HOLLOW METAL FRAME

PAINTED - SOLIDLY PACK MINERAL

INSULATION INSIDE FRAMES

FRAME ANCHOR AS RECOMMENDED

BY FRAME MFG.

5/8" G.W.B. EACH SIDE

DOOR

SEE DOOR SCHEDULE

SEALANT, TYP.

DOUBLE 20 GA. METAL

STUDS AT FRAME

2"

VARIES

2" WELDED HOLLOW METAL

FRAME PAINTED - SOLIDLY

PACK MINERAL INSULATION

INSIDE FRAMES

FRAME ANCHOR AS

RECOMMENDED BY FRAME

MF'R.

5/8" G.W.B. EACH SIDE

DOOR - SEE DOOR SCHEDULE

SEALANT, TYP.

DOUBLE 20 GA. METAL

STUDS AT JAMB

2"

DOOR TYPE F

2" VARIES 2"

V A

R

IE

S 2"

FRAME TYPE S

FLUSH

FRAME W/ STOP

DETAIL

A

3" = 1'-0"1 HEAD OF WALL DETAIL

DETAIL

A

3" = 1'-0"2 FOOT OF WALL DETAIL

1/4" = 1'-0"

DOOR AND FRAME TYPES

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A000

GENERAL INFORMATION

Adam Yaracs

Ty Juan Swanson-Sawyer

IKM, INC

-0

R o c k e fe ll e r

P a rk G re e n h o u s e

C a m p u s

G a ra g e B u il d in g E th

S t, C le v e la n d

O H

GENERAL NOTES

1 DO NOT SCALE DRAWINGS TO DETERMINE INTENDED DIMENSIONS OR TO LAY OUT WORK.

2 FIELD VERIFY EXISTING CONDITIONS. REPORT DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND

CONTRACT DOCUMENTS TO THE ARCHITECT IN WRITING AND OBTAIN CLARIFICATION PRIOR TO

SUBMITTING PROPOSALS OR COMMENCING WORK.

3 DIMENSIONS ARE TO THE FACE OF FINISHED WALL SURFACE UNLESS NOTED OTHERWISE.

4 REFER TO THE REFLECTED CEILING PLANS FOR PROPOSED CEILING HEIGHTS AND COORDINATED LOCATIONS OF ALL ELECTRICAL, HVAC AND FIRE PROTECTION DEVICES TO BE INSTALLED IN OR ON

FINISHED CEILINGS.

5 UNLESS NOTED OR SHOWN OTHERWISE, DUCTWORK, PIPING, CONDUIT AND STRUCTURAL ELEMENTS

ARE NOT TO BE EXPOSED WITHIN FINISHED SPACES.

6 REPLACE OR PATCH DAMAGED FIRE PROOFING MATERIAL THAT HAS BEEN DAMAGED OR REMOVED DUE TO DEMOLITION WORK OR OTHER CONSTRUCTION ACTIVITY. REFER TO THE PROJECT MANUAL

AND THE FIREPROOFING SCHEDULE FOR MATERIAL SPECIFICATIONS AND SPECIFIC DESIGN

REQUIREMENTS FOR EACH ASSEMBLY AFFECTED.

7 MECHANICAL AND/OR ELECTRICAL WORK REQUIRED TO COMPLETE THIS PROJECT MAY REQUIRE WORK IN PORTIONS OF THE EXISTING BUILDING BEYOND THE GENERAL CONTRACT LIMIT LINES OF

ARCHITECTURAL WORK. REMOVAL AND RESTORATION OF EXISTING BUILDING ELEMENTS OR

FINISHES, REPAIRS TO DAMAGED FINISHES, THE ERECTION AND REMOVAL OF TEMPORARY

PARTITIONS AND/OR SIGNAGE ASSOCIATED WITH THIS WORK MUST BE COMPLETED TO THE

SATISFACTION OF THE OWNER AS PART OF THIS PROJECT

8 THE KEYING OF PARTITION TYPES ON THE PLANS IS INTENDED TO AID THE CONTRACTOR IN

UNDERSTANDING THE VARIOUS CONDITIONS LIKELY TO BE ENCOUNTERED. THE CONTRACTOR IS

RESPONSIBLE FOR DETERMINING WHAT MATERIAL (TYPES AND SIZES OF FURRING) IS REQUIRED TO

COMPLETE THE PROJECT AS SHOWN.

9 WHERE NEW PARTITIONS ABUT AND ALIGN WITH EXISTING PARTITIONS OR OTHER SURFACES, FINISHED SURFACES SHALL BE IN THE SAME PLANE.

10 PROVIDE REDUCER STRIPS OR TRANSITION STRIPS WHERE FINISH FLOORING MATERIALS HAVE

DIFFERENT THICKNESSES AND/OR DIFFERENT MATERIALS ABUT.

11 PROVIDE 6”HIGH, 16GA. SHEET METAL REINFORCEMENT FOR WALL MOUNTED EQUIPMENT UNLESS

NOTED OTHERWISE TO BE OF MORE SUBSTANTIAL REINFORCEMENT

12 WOOD USED FOR FRAMING AND BLOCKING SHALL BE FIRE-RETARDANT TREATED WOOD, U.L.

LABELED.

13 RESTORE EXISTING FINISH SURFACES DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES

ASSOCIATED WITH THIS PROJECT.

14 DISCREPANCIES IN THE DOCUMENTS ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATELY.

UNLESS OTHERWISE DIRECTED THE HIGHER DEGREE OF PERFORMANCE, THE BETTER QUALITY, OR

GREATER QUANTITY OF WORK AS INTERPRETED BY THE ARCHITECT SHALL APPLY.

1 1/2" = 1'-0"

PARTITION TYPES

DETAIL

A

3" = 1'-0"4 HM DOOR HEAD

DETAIL

A

3" = 1'-0"3 HM DOOR JAMB

DOOR SCHEDULE - GARAGE

DOOR

# ROOM NAME

DOOR FRAME DETAILS

HARDWARE SET NOTESACTIVE HEIGHT THICKNESS TYPE MATERIAL GLAZING TYPE MATERIAL DEPTH FINISH HEAD JAMB SILL

01A EXISTING GARAGE 3'-0" 7'-0" 1 3/4" F FRP N/A S HM 5 3/4" PAINTED 4 3

4'

27'

50'

8'

1 HOUR FIRE BARRIER

EXIT SIGNS ( DIRECTIONAL ARROW)

SPRINKLERS

LIFE SAFETY PLAN LEGEND

SYMBOL DESCRIPTION

1 HOUR FIRE/SMOKE BARRIER

2 HOUR FIRE BARRIER

FIRE EXTINGUISHER

HORN

STROBE

MANUAL PULL STATION

FIRE ALARM CONTROL PANEL

SMOKE DETECTOR, CEILING MOUNTED

FE

FACP

PD

F

F

F

TRAVEL DISTANCE

ARCHITECTURAL PROJECT AREA

CODE INFORMATION:

PROJECT INTENT:

THE PROJECT INTENT IS TO COMPLETE ALTERATIONS OF THE CITY OF CLEVELAND ROCKEFELLER GREENHOUSE GARAGE. THE INTENT IS TO LIMIT PRIMARY WORK TO THE PROJECT AREAS AS DEFINED BY THE CONSTRUCTION DOCUMENTS, WITH NO CHANGES IN THE USE, CONSTRUCTION, OR OCCUPANCY. NEW WORK PERFORMED SHALL COMPLY WITH CURRENT BUILDING CODES AND REGULATIONS, HOWEVER, THE PROJECT INTENT IS NOT TO BRING ALL STRUCTURES INTO COMPLIANCE WITH CURRENT BUILDING CODES WHERE NO NEW WORK IS BEING PERFORMED. THIS WORK INVOLVES MINOR ALTERATIONS TO EXISTING SPACES AND DOES NOT INTEND TO ADD

OCCUPANT LOAD.

PROJECT SCOPE:

THE PROJECT SHALL BE LIMITED TO ALTERATION WORK AS INDICATED ON THE CONSTRUCTION DOCUMENTS. ALTERATION WORK AND IMPROVEMENTS WITHIN THE PROJECT AREA MAY INCLUDE, BUT SHALL NOT BE LIMITED TO THE FOLLOWING SYSTEMS: HVAC, PLUMBING, FIRE SUPPRESSION, FIRE ALARM, NORMAL POWER, EMERGENCY POWER, DATA AND COMMUNICATION, LIGHTING, INTERIOR PARTITIONS, DOORS AND HARDWARE, AND INTERIOR FINISHES.

OCCUPANCY CLASSIFICATIONS CHAPTER 3 U, UTILITY AND MISCELLANEOUS - GARAGE (UNCHANGED)

ALLOWABLE HEIGHT, STORIES CHAPTER 5 EXISTING CONSTRUCTION (SECTION 504, UNCHANGED)

ALLOWABLE AREA CHAPTER 5 EXISTING CONSTRUCTION (SECTION 506, UNCHANGED)

TYPE OF CONSTRUCTION CHAPTER 6 III-B, EXISTING CONSTRUCTION (UNCHANGED)

FIRE PROETECTION CHAPTER 9 WITHOUT SPRINKLER SYSTEM (UNCHANGED)

OCCUPANT LOAD CHAPTER 10 SECTION 1004

OCCUPANCIES TABLE 1004.1.2

ACCESSORY STORAGE 300 SF GROSS/OCCUPANT FIRST FLOOR 2,288 SF/ 300 = 8 OCCUPANTS

TOTAL CALCULATED OCCUPANT LOAD = 14 OCCUPANTS

TOTAL ACTUAL OCCUPANT LOAD = 0 OCCUPANTS

NUMBER OF EXITS CHAPTER 10 2 EXITS, EXISTING CONSTRUCTION (TABLE 1006.3.1, UNCHANGED)

MAXIMIUM COMMON PATH OF EGRESS CHAPTER 10 100FT (OCC. LOAD < 30) - WITHOUT SPRINKLER SYSTEM (TABLE 1006.2.1)

TRAVEL DISTANCE

EXIT ACCESS TRAVEL DISTANCE CHAPTER 10 300FT - WITHOUT SPRINKLER SYSTEM (TABLE 1017.2)

A

D

B

C

A.1

B.1

C.1

D.1

012345

ELEC. CLOSET

01A

39 SF / 300 GRS

1 OCC.

EXISTING

GARAGE

721 SF / 300 GRS

3 OCC.

FE

FE

FE

EXISTING

GARAGE BAY

1110 SF / 300

GRS

4 OCC.

PROVIDE NEW FIRE

EXTINGUISHER AND WALL

BRACKET PROVIDE NEW FIRE

EXTINGUISHER AND WALL

BRACKET

PROVIDE NEW FIRE

EXTINGUISHER AND WALL

BRACKET

STORAGE

01B

62 SF / 300 GRS

1 OCC.

STORAGE

02D

82 SF / 300 GRS

1 OCC.

EXIT 1

OCCUPANT LOAD: 5

EXISTING WIDTH: 36"

STORAGE

02C

75 SF /

1 OCC.

STORAGE

02B

75 SF / 300 GRS

1 OCC.

STORAGE

02A

80 SF / 300 GRS

1 OCC.

EXIT 2

OCCUPANT LOAD: 8

EXISTING WIDTH : 36"

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AL100

LIFE SAFETY PLAN

Checker

Author

Designer

-0

R o c k e fe ll e r

P a rk G re e n h o u s e

C a m p u s

G a ra g e B u il d in g E th

S t, C le v e la n d

O H

STATE: OHIO

OHIO BUILDING CODE 2017 (INTERNATIONAL BUILDING CODE 2015 WITH OHIO AMENDMENTS)

• ICC/ANSI A117.1-2009 WITH AMENDMENTS

• EXISTING BUILDING CODE CHAPTER 34

OHIO ENERGY CODE 2017 (INTERNATIONAL ENERGY CONSERVATION CODE 2012/ASHRAE 90.1-2010 WITH OHIO

AMENDMENTS)

OHIO MECHANICAL CODE 2017 (INTERNATIONAL MECHANICAL CODE 2015 WITH OHIO AMENDMENTS)

OHIO PLUMBING CODE 2017 (INTERNATIONAL PLUMBING CODE 2015 WITH OHIO AMENDMENTS)

APPLICABLE CODES:

TRAVEL DISTANCE - GARAGE

START POINT DISTANCE EXIT NUMBER

A 27' 1

B 58' 2

A L

3/16" = 1'-0"1 FIRST FLOOR LIFE SAFETY PLAN - GARAGE

SHRUBS TO BE REMOVED FOR

ACCESS TO WALLS FOR MASONRY

REPAIRS AND IMPROVEMENTS

PROTECT EXISTING DOGWOOD

TREE AND UTILITY POLE THROUGH

ENTIRETY OF CONSTRUCTION

PROTECT ALL VEGETATION IN THIS AREA

THROUGHOUT ENIRETY OF CONSTRUCTION

PROTECT ALL VEGITATION IN

THIS AREA THROUGHOUT

ENIRETY OF CONSTRUCTION

PROTECT ALL VEGETATION IN THIS AREA

THROUGHOUT ENIRETY OF CONSTRUCTION

PROTECT ALL

VEGITATION IN THIS AREA

THROUGHOUT ENIRETY

OF CONSTRUCTION

ADMIN BUILDING

GARAGE BUILDING

NURSERY

NURSERY

SHRUBS TO BE REMOVED FOR

ACCESS TO WALLS FOR MASONRY

REPAIRS AND IMPROVEMENTS

2.0

1.0

4.0

3.0

5.0

6.0

8.0

7.0

DAWN REDWOOD. REMOVE EXCESS ASPHALT

PAVEMENT AROUND TREE WITHOUT

DAMAGING ROOTS. COORDINATE EXTENT OF

ASPHALT REMOVAL WITH OWNER. PROTECT

TREE THROUGH ENTIRETY OF

CONSTRUCTION.

NEW CONCRETE SIDEWALK

CONNECTION

NEW CONCRETE CONNECTION

TOPDRESS AREA WITH TOPSOIL AND 2" OF

DOUBLE SHREDDED BARK MULCH AS DIRECTED.

CONTRACT LIMIT LINE

NOTE: LANDSCAPING PLAN IS FOR INFORMATOIN ON

PROTECTION OF EXISTING LANDSCAPING AS NOTED.

EXISTING CONCRETE

LANDSCAPING PLAN LEGEND

EXISTING ASPHALT

EXISTING STONE PATH

EXISTING WOOD LANDSCAPE BARRIER

EXISTING BUILDING

EXISTING BRICK LANDSCAPE BARRIER

AREA OF LANDSCAPE PROTECTION OR WORK

EXISTING GRAVEL DRIVE

PROTECT TREE

DURING

CONSTRUCTION

REMOVE EXCESS ASPHALT

AROUND TREE AND

PROTECT ROOTS

IMAGE 1.0

SUPPLEMENTAL IMAGES

IMAGE 2.0

SHRUBS TO BE REMOVED AS

REQ'D TO ACCESS MASONRY

WALLS FOR REPAIRS.

IMAGE 3.0

IMAGE 5.0

IMAGE 7.0

IMAGE 4.0

IMAGE 6.0

IMAGE 8.0

SHRUBS TO BE

REMOVED AS REQ'D

TO ACCESS MASONRY

WALLS FOR REPAIRS

PROTECT VEGETATION

THROUGHOUT

CONSTRUCTION

SHRUBS TO BE

REMOVED AS REQ'D

TO ACCESS MASONRY

WALLS FOR REPAIR

PROTECT VEGETATION

THROUGHOUT

CONSTRUCTION

SHRUBS TO BE

REMOVED AS REQ'D

TO ACCESS MASONRY

WALLS FOR REPAIRS

PROTECT VEGETATION

THROUGHOUT

CONSTRUCTION

SHRUBS TO BE

REMOVED AS REQ'D

TO ACCESS MASONRY

WALLS FOR REPAIRS

PROTECT VEGETATION

THROUGHOUT

CONSTRUCTION

SHRUBS TO BE

REMOVED AS REQ'D

TO ACCESS MASONRY

WALLS FOR REPAIRS

PROTECT VEGETATION

THROUGHOUT

CONSTRUCTION

SHRUBS TO BE

REMOVED AS REQ'D

TO ACCESS MASONRY

WALLS FOR REPAIRS

PROTECT VEGETATION

THROUGHOUT

CONSTRUCTION

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LS100

LANDSCAPING PLAN

Adam Yaracs

Steven Stauffer

IKM Architecture

-0

R o c k e fe ll e r

P a rk G re e n h o u s e

C a m p u s

G a ra g e B u il d in g E th

S t, C le v e la n d

O H

L S

3/32" = 1'-0"1 LANDSCAPING PLAN

BUILDING DESIGN CRITERIA

GOVERNING CODE: 2017 OHIO BUILDING CODE IN CONJUNCTION WITH ASCE 7-10

RISK CATEGORY: II

FLOOR LIVE LOADS:

OFFICES (INCLUDES 15 PSF PARTITION LOAD) 65 PSF

STAIRWAYS 100 PSF

STORAGE 125 PSF

LIVE LOAD REDUCTION PER ASCE-7

ROOF LIVE LOAD 20 PSF

SNOW LOAD:

GROUND SNOW LOAD, Pg: 30 PSF FLAT ROOF SNOW LOAD, Pf: 30 PSF SNOW EXPOSURE FACTOR, Ce: 1.0

SNOW IMPORTANCE FACTOR: 1.0

THERMAL FACTOR, Ct: 1.0

SNOW DRIFT: PER ASCE-7

WIND LOAD:

ULTIMATE DESIGN WIND SPEED (Vult): 115 MPH NOMINAL DESIGN WIND SPEED (Vasd): 90 MPH

WIND EXPOSURE: C

INTERNAL PRESSURE COEFFICIENT: ±0.18

COMPONENTS AND CLADDING: SEE TABLE S002A

SEISMIC LOAD:

SEISMIC IMPORTANCE FACTOR 1.0

SITE SPECTRAL RESPONSE ACCELERATION (Ss): 0..184

SITE SPECTRAL RESPONSE ACCELERATION (S1): 0..058

SEISMIC SITE CLASS: D

DESIGN SPECTRAL RESPONSE ACCELERATION (Sds): 0.196 DESIGN SPECTRAL RESPONSE ACCELERATION (Sd1): 0..093

SEISMIC DESIGN CATEGORY: D

SEISMIC FORCE RESISTING SYSTEM: STRUCTURAL SYSTEM NOT

SPECIFICALLY DETAILED FOR

SEISMIC RESISTANCE

RESPONSE MODIFICATION FACTOR R: 3.0

SEISMIC BASE SHEAR (V): 0.085W KIPS

SEISMIC RESPONSE COEFFICIENT (Cs): 0.085

ANALYSIS METHOD: EQUIVALENT LATERAL FORCE

SAFE ROOM DESIGN CRITERIA (IF APPLICABLE)

GENERAL CONDITIONS:

1. SEE SPECIFICATIONS FOR QUALITY OF CONSTRUCTION REQUIRED, QUALITY

OF WORK, MANUFACTURING AND INDUSTRY STANDARDS, PHYSICAL

PROPERTIES OF MATERIALS, CONFORMANCE TO CODES AND

REGULATIONS GUARANTEE AND WARRANTY REQUIREMENTS.

2. SEE ARCHITECTURAL, HVAC, PLUMBING, ELEVATOR, FIRE PROTECTION &

ELECTRICAL DRAWINGS FOR OTHER PERTINENT INFORMATION RELATED TO

STRUCTURAL WORK AND COORDINATE AS REQUIRED. CONTRACTOR SHALL

COORDINATE STRUCTURAL DRAWINGS WITH ALL OTHER DRAWINGS WITHIN

THE CONTRACT DOCUMENTS.

3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND

CONDITIONS RELATED TO EXISTING CONSTRUCTION, EXISTING SERVICES,

AND THE SITE BEFORE BEGINNING WORK.

4. CONSTRUCTION LOADS SHALL NOT EXCEED DESIGN LIVE LOADS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DESIGN REQUIRED TO

SUPPORT CONSTRUCTION EQUIPMENT USED IN CONSTRUCTING THIS

PROJECT. ALL EQUIPMENT SUPPORT DESIGN SHALL BE PERFORMED BY AN

ENGINEER LICENSED IN THE STATE OF THE PROJECT. SHORING AND

RESHORING IS THE RESPONSIBILITY OF THE CONTRACTOR.

5. IF MATERIALS, QUANTITIES, STRENGTHS OR SIZES INDICATED BY THE

DRAWINGS OR SPECIFICATIONS ARE NOT IN AGREEMENT WITH THESE

NOTES, THE BETTER QUALITY AND/OR QUANTITY, STRENGTH OR SIZE

INDICATED, SPECIFIED OR NOTED SHALL BE PROVIDED.

6. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE FOLLOWING ITEMS

THAT WILL NOT BE REVIEWED BY THE OWNER, ARCHITECT OR ENGINEER:

A. DEVIATIONS FROM CONTRACT DOCUMENTS.

B. DIMENSIONS, ELEVATIONS AND CONDITIONS TO BE CONFIRMED AND

CORRELATED AT THE SITE.

C. FABRICATION PROCESS INFORMATION.

D. MEANS, METHODS, TECHNIQUES, PROCEDURES OF CONSTRUCTION

AND CONSTRUCTION SAFETY.

E. COORDINATION OF THE WORK OF ALL TRADES.

7. ANY CHANGES TO THE STRUCTURAL SYSTEMS SHALL BE REDESIGNED BY A

PROFESSIONAL ENGINEER AT NO COST TO THE OWNER OR THE A/E AND

SUBMITTED TO THE A/E FOR REVIEW. SUBMITTAL SHALL BE

ACKNOWLEDGED IN WRITING BEFORE BEGINNING CONSTRUCTION. IF

CHANGES ARE MADE WITHOUT WRITTEN APPROVAL SUCH CHANGES SHALL

BE THE LEGAL AND FINANCIAL RESPONSIBILITY OF THE PARTY MAKING THE

CHANGE TO REPLACE OR REPAIR THE CONDITION AS DIRECTED BY THE A/E.

EXISTING CONDITIONS:

1. THE EXISTING CONDITIONS INDICATED ON THE DRAWINGS ARE BASED ON

EXISTING DRAWINGS BY THE CITY OF CLEVELAND, DATED APRIL 1938. THE

CONTRACTOR IS SOLELY RESPONSIBLE FOR FIELD VERIFYING ALL EXISTING

CONDITIONS AND DIMENSIONS. CONTRACTOR IS TO REPORT ANY

DISCREPANCIES TO THE A/E PRIOR TO PROCEEDING.

2. THE INFORMATION SHOWN ON THE ARCHITECTURAL AND STRUCTURAL

CONSTRUCTION DOCUMENTS IS BASED ON ASSUMPTIONS OF THE EXISTING

BUILDING CONSTRUCTION. ORIGINAL CONSTRUCTION DOCUMENTS WERE

NOT AVAILABLE FOR THE PREPARATION OF THESE DOCUMENTS. THE

CONTRACTOR IS TO NOTIFY THE A/E IF CONDITIONS DIFFERING FROM

THOSE STATED ARE UNCOVERED IN THE DEMOLITION PROCESS.

3. DUE TO THE AGE OF THE BUILDING, IT IS LIKELY THAT LEAD-BASED PAINT IS

PRESENT ON MOST OR ALL PAINTED SURFACES. THE CONTRACTOR SHALL

COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

(OSHA) LEAD IN CONSTRUCTION STANDARD (29 CODE OF FEDERAL

REGULATIONS, PART 1926.62) AND OTHER APPLICABLE REGULATORY

STANDARDS TO PROTECT WORKERS FROM EXPOSURE TO AIRBORNE LEAD

DUST.

4. CONTRACTOR IS RESPONSIBLE TO UNCOVER AND VISUALLY FIELD VERIFY

THE EXISTING CONSTRUCTION PRIOR TO THE START OF ANY WORK

AFFECTING THE EXISTING STRUCTURE. CONTRACTOR IS TO REPORT ANY

CHANGES OR DISCREPANCIES FROM THOSE SHOWN TO THE A/E.

DEMOLITION:

1. IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE

DEMOLITION PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE

EXISTING BUILDING AND ITS COMPONENT PARTS DURING DEMOLITION AND

FUTURE ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO, THE ADDITION

OF ANY OR ALL TEMPORARY BRACING, GUYS OR TIE-DOWNS WHICH MAY BE

NECESSARY. SUCH MATERIAL SHALL BE REMOVED AND SHALL REMAIN THE

PROPERTY OF THE CONTRACTOR AFTER COMPLETION OF THE PROJECT.

2. THE CONTRACTOR SHALL SUPPORT, BRACE AND SECURE EXISTING

STRUCTURE AS REQUIRED. CONTRACTOR IS SOLELY RESPONSIBLE FOR

THE SAFETY OF THE EXISTING BUILDING DURING DEMOLITION AND

CONSTRUCTION. FIELD VERIFY ALL EXISTING DIMENSIONS, ELEVATIONS

AND CONDITIONS WHICH AFFECT THE DEMOLITION AND NEW

CONSTRUCTION.

3. THE EXTENT OF THE WORK SHOWN SHALL INCLUDE REMOVAL AND

DISPOSAL, OFF SITE, OF THE ELEMENTS INDICATED WITHIN THESE

DEMOLITION DRAWINGS UNO.

4. THE EXISTING STRUCTURE SHALL BE DISASSEMBLED IN A MANNER WHICH

DOES NOT DAMAGE OR DEFORM ANY EXISTING STRUCTURE TO REMAIN.

EXISTING SLABS SHALL BE SAWCUT IN A MANNER WHICH DOES NOT CAUSE

THE SLAB SUPPORTING MEMBER TO BE CUT OR DAMAGED.

5. CONFORM TO ALL APPLICABLE CODES FOR DEMOLITION OF STRUCTURES,

SAFETY OF EXISTING AND ADJACENT STRUCTURES, DUST CONTROL, AND

DISPOSAL.

6. USE OF EXPLOSIVES SHALL NOT BE PERMITTED.

7. EXISTING SLABS SHALL BE CORE DRILLED AT RE-ENTRANT CORNERS OF

NEW FLOOR OPENINGS TO PREVENT OVER CUTTING.

8. THE DEMOLISHED STRUCTURE SHALL BE REDUCED TO A WEIGHT AND

TRANSPORTED ACROSS THE EXISTING STRUCTURE IN A MANNER WHICH

DOES NOT OVERSTRESS THE EXISTING BUILDING STRUCTURE.

9. FRAMING SHALL BE REMOVED ONLY AFTER THE LOAD SUPPORTED BY THAT

FRAMING IS REMOVED. THE FRAMING REMOVAL PROCESS SHALL NOT

DEFORM OR INDUCE STRESS TO EXISTING FRAMING TO REMAIN.

CAST IN PLACE CONCRETE:

1. CODES AND STANDARDS:

ALL CAST-IN-PLACE CONCRETE WORK, DETAILING, FABRICATION AND

PLACING OF REBARS AND CONCRETE SHALL BE GOVERNED BY CONTRACT

DOCUMENTS AND LATEST EDITIONS OF:

A. ACI 318 - BUILDING CODE REQUIREMENT FOR STRUCTURAL CONC.

B. ACI 315 - DETAILS AND DETAILING OF CONCRETE REINFORCEMENT.

C. ACI 301 - SPECIFICATION OF STRUCTURAL CONCRETE.

D. ACI 117 - SPECIFICATION FOR TOLERANCES FOR CONCRETE

CONSTRUCTION AND MATERIALS.

E. ACI 305 - SPECIFICATION OF HOT WEATHER CONCRETING.

F. ACI 306 - SPECIFICATION OF COLD WEATHER CONCRETING.

G. FIELD REFERENCE MANUAL MUST BE PRESENT ON SITE.

H. CONCRETE REINFORCING STEEL INSTITUTE (CRSI).

2. CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE

STRENGTH AT 28 DAYS:

MIX USAGE fc (PSI) W/C AIR CONTENT

A. LEAN CONCRETE 1,500 - -

B. ALL INTERIOR CONCRETE 4,000 0.45 -

C. ALL EXPOSED/EXTERIOR CONC. 4,000 0.45 5%-7%

D. FOUNDATIONS 4,000 0.45 -

3. MATERIALS:

A. PORTLAND CEMENT: ASTM C150, TYPE I OR III.

B. AGGREGATES: ASTM C33.

C. AIR-ENTRAINING: ASTM C260.

D. REINFORCING BARS: ASTM 615 Fy = 60 KSI.

E. WELDABLE REINFORCING BARS: ASTM 706, Fy = 60 KSI.

F. WELD WIRE FABRIC: ASTM A82 AND A185, Fy = 65 KSI (PLAIN).

G. ADMIXTURES:

a. LOW OR MID RANGE REDUCER: ASTM C494, TYPE A OR D.

b. HIGH RANGE WATER REDUCER: ASTM C494, TYPE F OR G.

c. ACCELERATOR: ASTM A494 TYPE C OR E.

H. FLY ASH: ASTM C618, TYPE C OR F.

4. SUBMITTALS:

A. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL WHICH

INCLUDE ERECTIONS PLANS, POUR SEQUENCE (IF APPLICABLE),

CONSTRUCTION JOINTS AND/OR EXPANSION JOINTS, ELEVATIONS

AND REBAR BENDING SCHEDULES.

B. SUBMIT A MIX DESIGN FOR EACH MIX USAGE REQUIRED ON THE

PROJECT.

C. SUBMIT PRODUCT LITERATURE FOR ADMIXTURES AND CURING

COMPOUNDS.

D. SUBMIT REPORTS FOR ALL REQUIRED TESTING AND INSPECTIONS.

E. NO CONCRETE SHALL BE PLACED UNTIL ALL SUBMITTALS HAVE BEEN

APPROVED BY STRUCTURAL ENGINEER.

5. CONTINGENCY:

A. FURNISH, FABRICATE AND PLACE 2 TONS OF REINFORCING BARS TO

BE USED AS DIRECTED BY THE ARCHITECT/ENGINEER.

B. PROVIDE LEAN CONCRETE UNDER FOUNDATIONS FOR EARTH FILL

DUE TO ACCIDENTAL OVER EXCAVATION OR POOR SOIL CONDITIONS.

C. CONTRACTOR SHALL REIMBURSE OWNER FOR ALL UNUSED

ALLOWANCES LISTED ABOVE.

6. OPENINGS:

A. OPENINGS SHOWN ARE FOR BIDDING PURPOSES ONLY. RECONCILE

THEIR EXACT SIZES AND LOCATIONS WITH ARCHITECTURAL AND MEP

REQUIREMENTS BEFORE PROCEEDING WITH WORK.

B. IF ANY OPENING NOT SHOWN ON THE PLANS IS REQUIRED, SECURE

APPROVAL OF THE ARCHITECT OR ENGINEER BEFORE PROCEEDING.

C. PROVIDE 1/2 NUMBER OF BARS INTERRUPTED PLUS ONE TYPICAL

EACH FACE OF OPENING. PROVIDE (2) #5 BARS AROUND ALL SLAB

AND WALL OPENINGS, EXTENDING 2'-0" BEYOND OPENING IN EVERY

DIRECTION UNO.

D. OPENINGS NOT EXCEEDING 16" x 16" MAY BE SLEEVED AS REQUIRED

BY WORKING THE REINFORCING AROUND THEM.

7. FOOTINGS, WALLS, COLUMNS AND PIERS:

A. DOWELS IN FOOTING TO MATCH VERTICAL COLUMN, PIER OR WALL

REINFORCING.

B. WALLS AND FOOTING CORNER BARS TO MATCH HORIZONTAL

REINFORCING.

8. BEAMS:

A. PROVIDE A MINIMUM OF (3) - #5 TOP REINFORCING BARS IN BEAMS

WHERE NO OTHER TOP BARS ARE AVAILABLE FOR SUPPORTING

STIRRUPS. ALL SPANDREL AND EDGE BEAMS SHALL HAVE A MINIMUM

OF (3) #5 TOP REINFORCING BARS AND CLOSED STIRRUPS

CONTINUOUS ACROSS THE SPAN.

B. MINIMUM 8” BEARING ON MASONRY WALLS.

MASONRY:

1. CODES AND STANDARDS:

ALL MASONRY CONSTRUCTION SHALL BE GOVERNED BY

CONTRACT DOCUMENTS AND LATEST EDITIONS OF:

A. BUILDING CODE REQUIREMENTS FOR MASONRY

STRUCTURES TMS 402 AND SPECIFICATION FOR

MASONRY STRUCTURES TMS 602.

B. BRICK INSTITUTE OF AMERICA (BIA).

C. NATIONAL CONCRETE MASONRY ASSOCIATION (NCMA).

2. MATERIALS:

A. CONCRETE BLOCK:

a. ASTM C90.

b. MINIMUM COMPRESSIVE STRENGTH = 2,800 PSI.

c. NET COMPRESSIVE STRENGTH, fm = 2,500 PSI.

d. MEDIUM WEIGHT = 135 PCF.

B. MORTAR:

a. ASTM C270, TYPE S.

b. MINIMUM COMPRESSIVE STRENGTH = 1,800 PSI.

C. GROUT:

a. ASTM C476, COARSE TYPE E.

b. MINIMUM COMPRESSIVE STRENGTH = 2,500 PSI.

c. 3/8" MAXIMUM SIZE COARSE AGGREGATE.

D. HORIZONTAL REINFORCING:

a. STANDARD LADDER TYPE - 9 GA.

b. MILL GALVANIZED FINISH.

c. PLACE 8" OC BELOW GRADE AND 16" OC ABOVE

GRADE.

E. VERTICAL REINFORCING:

a. ASTM A615.

b. MINIMUM YIELD STRENGTH = 60 KSI.

3. SUBMITTALS:

A. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL

WHICH INCLUDE ERECTION PLANS, ELEVATIONS AND

REBAR BENDING SCHEDULES.

B. SUBMIT PRODUCT LITERATURE FOR ALL MASONRY

TIES USED ON THE PROJECT.

MASONRY CONT:

4. MASONRY LINTELS:

A. THE CONTRACTOR SHALL SUPPLY BOND BEAM LINTELS OVER

ALL MASONRY OPENINGS AND RECESSES UNO. BOND BEAM

LINTELS SHALL BE AS SHOWN IN THE SCHEDULE IN THE

DETAIL SHEETS.

B. BOTTOM COVER SHALL BE 2" AND FILL WITH 2500 PSI GROUT.

C. ALL LINTELS SHALL HAVE A MINIMUM BEARING OF 8" OR 1"

PER FOOT OF CLEAR SPAN, WHICHEVER IS LARGER.

D. EACH BEARING END SHALL HAVE A MINIMUM 24" x 3 COURSES

OF SOLID MASONRY.

E. ALL REINFORCING TO EXTEND 2'-0" INTO EACH BEARING END.

F. ALL CANTILEVERED LINTELS SHALL EXTEND HAVE A MINIMUM

BACKSPAN OF 1.5 TIMES OPENING DIMENSION WITH A

STANDARD HOOK ON THE TOP REINFORCING.

5. STEEL LINTELS:

A. BOTTOM PLATES ON BEAMS SHALL BR 1/2" LESS IN WIDTH

THAN THE WALL THICKNESS AND EXTEND FOR THE FULL

LENGTH OF BEAM EXCLUDING THE BEARING ENDS UNO.

B. BOTTOM PLATES SHALL BE WELDED TO BEAM WITH A 1/4"

FILLET WELD 3" LONG ON BOTH SIDES @ 8" ON CENTER,

STAGGER PLACEMENT OF WELDS FROM SIDE TO SIDE.

C. BOTTOM PLATE SHALL BE A MINIMUM OF 5/16" TYP UNO.

D. ALL LINTELS SHALL HAVE A MINIMUM BEARING OF 8" OR 1"

PER FOOT OF CLEAR SPAN, WHICHEVER IS LARGER.

E. EACH BEARING END SHALL HAVE A MINIMUM 24" x 3 COURSES

OF SOLID MASONRY.

6. LOOSE LINTELS FOR VENEERS:

A. THE CONTRACTOR SHALL SUPPLY LOOSE LINTEL ANGLES

OVER ALL MASONRY OPENINGS AND RECESSES UNO.

LINTELS NOT SCHEDULED ON DRAWINGS SHALL CONSIST OF

A SINGLE ANGLE WITH 3 1/2" LEGS HORIZONTAL FOR EACH 4"

OF WALL THICKNESS, ANGLES SHALL BE AS SHOWN IN THE

SCHEDULE IN THE DETAIL SHEETS.

B. LINTELS INCLUDING BEARING PLATES AND ANCHORS

EXPOSED TO THE EXTERIOR OR IN EXTERIOR WALLS SHALL

BE GALVANIZED.

7. BOND BEAMS:

A. PROVIDE AT THE FOLLOWING LOCATIONS:

a. FLOOR ELEVATIONS.

b. TOP OF PARAPETS.

c. 4'-0" OC FOR EXTERIOR SHAFT WALLS.

B. REINFORCING TO BE MINIMUM (2) #5 TYP UNO.

8. JOINTS:

A. PROVIDE CONTROL JOINTS AT THE FOLLOWING LOCATIONS:

a. MINIMUM SPACING OF 24'-0" OC OR 2 TIMES WALL

HEIGHT.

b. 4 FEET FROM CORNER.

c. CHANGE IN WALL ELEVATION.

d. CHANGE IN WALL THICKNESS.

9. CONSTRUCTION:

A. ALL UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON

HEAD, BED (FACE SHELLS) WEBS, AND COLLAR JOINTS, UNO.

B. PROVIDE 3 COURSES x 32" WIDE SOLID GROUTED MASONRY.

CENTERED UNDER EACH STEEL BEAM AT BEARING AND END

OF EACH LINTEL.

C. PROVIDE 2 COURSES x 32" WIDE SOLID GROUTED MASONRY

CENTERED UNDER EACH JOIST AT BEARING.

D. PROVIDE CONTINUOUS 1 COURSE SOLID GROUTED MASONRY

UNDER PRECAST PLANKS OR CAST IN PLACE SLAB.

E. GROUT SOLID A MINIMUM OF ONE COURSE BELOW ANY

CHANGE IN WALL THICKNESS.

F. ALL MASONRY BELOW GRADE SHALL BE GROUTED SOLID.

G. THE FIRST COURSE OF ALL WALLS SHALL BE GROUTED

SOLID.

H. ALL GROUTING OF MASONRY WALLS IS TO BE BY THE LOW-

LIFT GROUTING METHOD (MAXIMUM LIFT HEIGHT 5'-0").

CONSOLIDATE EACH LIFT BY MECHANICAL VIBRATION TO

ENSURE COMPLETE FILLING OF CELLS.

I. ALL VERTICALLY REINFORCED WALLS SHALL HAVE DOWELS

INTO FOUNDATION THAT MATCH THE WALL BAR SIZE AND

SPACING.

J. JOINT REINFORCING SHALL BE BENT AROUND CORNERS, BUT

SHALL NOT BE CONTINUOUS THROUGH EXPANSION OR

CONTROL JOINTS.

K. EXTERIOR WALLS, SHAFT WALLS AND BEARING WALLS TO BE

REINFORCED WITH MINIMUM IS #5 AT 48" OC UNO.

L. ALL INTERIOR NON-BEARING MASONRY WALLS TO BE

REINFORCED WITH #5 AT 96" OC THE MAX HEIGHT LIMITS ARE

AS FOLLOWS:

a. 6" CMU MAX HEIGHT = 14'-0".

b. 8" CMU MAX HEIGHT = 18'-0".

c. 10" CMU MAX HEIGHT = 20'-0".

d. 12" CMU MAX HEIGHT = 24'-0".

M. TEMPORARILY BRACE ALL MASONRY WALLS TO PROVIDE

STABILITY DURING CONSTRUCTION UNTIL THE DESIGNED

STRUCTURE IS COMPLETED AND CAN STABILIZE THE WALLS.

10. MISCELLANEOUS:

A. DO NOT USE CALCIUM CHLORIDE OR ANY ADMIXTURES THAT

CONTAINS CALCIUM CHLORIDE IN THE MORTAR OR GROUT.

B. PREMIXED MASONRY CEMENT IS PROHIBITED.

C. DO NOT USE FROZEN MATERIALS OR MATERIALS MIXED OR

COATED WITH ICE OR FROST.

D. DO NOT BUILD ON FROZEN WORK, REMOVE AND REPLACE

MASONRY WORK DAMAGED BY FROST OR FREEZING.

REBAR LAP SPLICE REQUIREMENTS (MIN.)

LOCATION BEAMS AND FOUNDATIONS

BAR

f'c 3000 PSI 4000 PSI

#3

#4

#5

#6

#7

#8

22" 19"

29" 25"

36" 31"

36" 36"

42" 42"

42" 42"

WALLS AND SLABS

3000 PSI 4000 PSI

16" 16"

17" 16"

26" 22"

36" 36"

42" 42"

42" 42"

GENERAL NOTES:

LAP SPLICE LENGTHS ABOVE APPLY TO ALL REINFORCING BARS FOR THIS PROJECT,

UNLESS SPECIFICALLY NOTED OTHERWISE IN THESE PLANS.

ALL LAP SPLICE PROVIDED ABOVE ARE NOT NORMAL WEIGHT CONCRETE AND

GRADE 60 REINFORCING BARS IN TENSION, SPLICES FOR WALL AND SLAB BARS ARE

BASED ON A MINIMUM OF 1" CLEAR COVER.

FOR LIGHTWEIGHT AGGREGATE CONCRETE, MULTIPLY THE TABULATED BY 1.3.

LAP SPLICES FOR GRADE BEAM TOP BARS SHALL BE PLACED IN THE CENTER OF

THE SPAN BETWEEN DRILLED SHAFTS (OR PILES). LAP SPLICES FOR GRADE BEAM

BOTTOM BARS SHALL BE PLACED DIRECTLY ABOVE A DRILLED SHAFT (OR PILE).

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CONCRETE REBAR LAP SPLICE (CLASS B) - Fc = 5000 PSI

REBAR SIZE

3/4" COVER 1 1/2" COVER 2" COVER 3" COVER

TOP OTHER TOP OTHER TOP OTHER TOP OTHER

#3 16" 16" 16" 16" 16" 16" 16" 16"

#4 22" 17" 18" 16" 18" 16" 18" 16"

#5 32" 25" 22" 17" 22" 17" 22" 17"

#6 44" 34" 26" 20" 26" 20" 26" 20"

#7 70" 54" 43" 33" 38" 29" 38" 29"

#8 87" 67" 54" 42" 44" 34" 44" 34"

#9 105" 81" 67" 52" 54" 42" 49" 38"

#10 126" 97" 82" 63" 66" 51" 55" 43"

#11 147" 114" 97" 75" 80" 61" 61" 47"

#14 194" 149" 132" 102" 109" 84" 81" 62"

#18 292" 225" 209" 161" 176" 135" 133" 103"

MASONRY REBAR LAP AND SPLICE LENGTH TABLE

BAR SIZE

f'm = 2500 PSI , Fy=60 KSI REINF, NON-COATED REBAR AND 1 1/2" COVER

CENTERED IN CELL EA. FACE OF CELL

8" CMU 10" CMU 12" CMU 8" CMU 10" CMU 12" CMU

#3 12" 12" 12" 15" 15" 15"

#4 12" 12" 12" 26" 26" 26"

#5 18" 14" 12" - 46" 41"

#6 34" 26" 22" - - 77"

#7 47" 36" 29" - - -

#8 71" 55" 45" - - -

CONCRETE REBAR DEVELOPMENT LENGTH - Fc = 5000 PSI

REBAR SIZE

3/4" COVER 1 1/2" COVER 2" COVER 3" COVER

TOP OTHER TOP OTHER TOP OTHER TOP OTHER

#3 12" 12" 12" 12" 12" 12" 12" 12"

#4 17" 13" 14" 12" 14" 12" 14" 12"

#5 25" 19" 17" 13" 17" 13" 17" 13"

#6 34" 26" 20" 16" 20" 16" 20" 16"

#7 54" 42" 33" 26" 29" 23" 29" 23"

#8 67" 51" 42" 32" 34" 26" 34" 26"

#9 81" 62" 52" 40" 42" 32" 38" 29"

#10 97" 75" 63" 49" 51" 39" 43" 33"

#11 114" 87" 75" 58" 61" 47" 47" 36"

#14 149" 115" 102" 78" 84" 65" 62" 48"

#18 225" 173" 161" 124" 135" 104" 103" 79"

CAST IN PLACE CONCRETE CONT:

9. SLAB-ON-GRADE:

A. PLACE REINFORCING AT MID-DEPTH FOR THICKNESS 5" OR LESS

AND AT 1/3 DEPTH FROM TOP FOR THICKNESS GREATER THAN 5".

B. PROVIDE #4 x 3'-0" AT MID-DEPTH OF SLAB PERPENDICULAR TO ANY

DISCONTINUOUS CONTROL JOINTS OR AT RE-ENTRANT SLAB

CORNERS.

C. PROVIDE SAWCUT CONTROL JOINTS IN ALL SLABS ON GRADE. THE

MAXIMUM SPACING OF JOINTS SHALL BE 36 TIMES THE SLAB

THICKNESS IN BOTH DIRECTIONS, UNLESS OTHERWISE NOTE.

10. SPLICES:

A. REINFORCING BARS LAP SPLICE LENGTHS SHALL CONFORM WITH

THE MINIMUM LAP SPLICE TABLE.

B. MECHANICAL BAR SPLICES DEVICES THAT PROVIDE A FULL

TENSION SPLICE WITH A CAPACITY OF 125 PERCENT OF THE BAR

YIELD STRENGTH MAY BE USED.

C. STAGGER SPLICES IN WALLS SO THAT NO MORE THAN 1/3 OF THE

REINFORCING IS SPLICED IN ANY GIVEN CROSS SECTION.

D. PROVIDE CLASS B TENSION LAP SPLICES FOR HORIZONTAL AND

VERTICAL WALL REINFORCING.

11. JOINTS:

A. CONSTRUCTION JOINTS PERMITTED ONLY WHERE SHOWN OR AS

APPROVED BY STRUCTURAL ENGINEER.

B. ALL CONSTRUCTION JOINTS BELOW GRADE SHALL HAVE WATER

STOPS UNO.

C. NO HORIZONTAL CONSTRUCTION JOINT WILL BE PERMITTED IN

BEAM, SLABS AND WALLS UNLESS SPECIFICALLY SHOWN IN THE

DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER.

D. IN WALL CONSTRUCTION, PROVIDE KEYED CONSTRUCTION JOINT

AT A MAXIMUM OF 30'-0" ON CENTER AND LOCATED 8'-0" FROM

COLUMN, WALL OPENING OR CORNER.

E. IN BEAM, SLAB AND WALL CONSTRUCTION, PROVIDE KEYED

CONSTRUCTION JOINT AT MID- SPAN.

F. IN SLAB ON METAL DECK CONSTRUCTION, PROVIDE

CONSTRUCTION JOINT AT MID-SPAN OF DECK AND MID-WAY

BETWEEN GIRDERS.

12. FINISHES:

A. ACI 117, SURFACES OF INTERIOR SLABS ON GRADE ARE TO BE

FINISHED TO THE FOLLOWING TOLERANCES: FLOOR FLATNESS F(f)= 30 AND LEVELNESS F(l)=20 UNLESS NOTED OTHERWISE IN

SPECIFICATIONS.

B. TYPICAL INTERIOR FLOOR AREAS TO RECEIVE CARPET, RESILIENT

FLOOR COVERING, OR TO REMAIN EXPOSED - TROWELED FINISH.

C. INTERIOR FLOOR AREAS TO RECEIVE QUARRY TILE OR CERAMIC

TILE - FLOATED FINISH.

D. EXTERIOR SLABS - BROOM FINISH.

E. SEE ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF

SPECIAL FINISHES OR TREATMENTS OF CONCRETE.

13. CURING:

A. TO COMMENCE IMMEDIATELY AFTER CONCRETE PLACEMENT AND

CONTINUE FOR AT LEAST 7 DAYS. DO NOT ALLOW CURING TO BE

DELAYED OVERNIGHT.

B. INTERIOR SLABS TO RECEIVE QUARRY TILE OR CERAMIC TILE ARE

TO BE MOIST-CURED WITHOUT THE USE OF A CURING COMPOUND.

C. ALL OTHER SLABS MAY BE EITHER MOIST-CURED OR RECEIVE AN

APPLICATION OF CURING COMPOUND.

14. MISCELLANEOUS:

A. PROVIDE CORROSION RESISTANT ACCESSORIES SUCH AS GRAY

PLASTIC CHAIRS IN ALL EXPOSED CONCRETE CONSTRUCTION.

PRECAST CONCRETE CUBES OR SAND PLATE CHAIRS SHALL BE

USED FOR THE SUPPORT OF THE REINFORCING ON GRADE.

CONCRETE BLOCK OR CLAY MASONRY BRICK ARE NOT PERMITTED.

B. 3/4" CHAMFER FOR EXPOSED EDGES OF CONCRETE UNO.

C. CONCRETE SLABS SHALL BEAR A MINIMUM OF 4" ON MASONRY

WALLS, UNO. CONCRETE BEAMS SHALL BEAR A MINIMUM OF 8" ON

MASONRY WALLS, UNLESS NOTED OTHERWISE.

D. COORDINATE WITH ALL TRADES INVOLVED FOR THE REQUIRED SIZE

AND LOCATION OF ALL ANCHORS, SLEEVES, PADS, DEPRESSIONS,

OPENINGS AND EMBEDS.

E. BOND BREAKER MATERIAL SHALL BE 30 POUND FELT PAPER.

F. GROUT UNDER BEARING PLATES, SETTING PLATES AND COLUMN

BASE PLATES SHALL BE NON- SHRINKING TYPE. IT SHALL BE ONLY

INSTALLED AFTER THE STEEL IS PLUMB.

G. CONCRETE SHALL BE DISCHARGED AT THE SITE WITHIN 1/2 HOUR

AFTER WATER HAS BEEN ADDED TO THE CEMENT AND

AGGREGATES, ADDITION OF WATER TO THE MIX AT THE PROJECT

SITE WILL NOT BE PERMITTED. ALL WATER MUST BE ADDED AT THE

BATCH PLANT. SLUMP MAY BE ADJUSTED ONLY THROUGH THE USE

OF ADDITIONAL WATER REDUCING ADMIXTURE OR HIGH RANGE

WATER REDUCING ADMIXTURE.

MECH'L, ELEC'L, PLUMBING, FIRE PROTECTION & OTHER SUSPENDED ITEM:

1. SUPPORT ROOF TOP MECHANICAL EQUIPMENT ON STEEL FRAMES UNO.

MECHANICAL CONTRACTOR MUST SUPPLY SIZES, LOCATIONS AND

OPENING REQUIREMENTS TO THE STEEL FABRICATOR PRIOR TO

FABRICATION. DEVIATIONS AND/OR MODIFICATIONS TO THE SUPPORTING

STRUCTURE AFTER FABRICATION AND/OR ERECTION HAVE COMMENCED

SHALL BE THE RESPONSIBILITY OF THE SPECIFIED EQUIPMENT SUPPLIER AT

NO ADDITIONAL COST TO THE STEEL FABRICATOR, OWNER OR

CONSTRUCTION MANAGER.

2. THE STRUCTURE IN THE VICINITY OF LOADS IN EXCESS OF 400 POUNDS

SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER, PRIOR TO

INSTALLATION.

3. SUPPORT OF CONDUIT, SPRINKLER, HVAC OR PLUMBING PIPING SHALL BE

DISTRIBUTED SO AS NOT TO EXCEED THE UNIFORM LOADS INDICATED ON

THE DRAWINGS. SUPPORT PIPING FROM ROLLED BEAMS OR CHANNELS

FROM ANY LOCATION FROM EITHER TOP OR BOTTOM FLANGES. SUPPORT

ITEMS FROM OPEN WEB JOISTS OR WF MEMBERS FROM THE TOP CHORD

WHENEVER POSSIBLE. SUPPORT FROM TOP OR BOTTOM CHORDS OF

JOISTS SHALL ONLY BE PERMITTED WITHIN 6" OF A PANEL POINT.

RESULTING SINGLE HANGING LOAD ON A JOIST SHALL NOT EXCEED 300

POUNDS FOR A K-SERIES JOIST. MORE THAN TWO 300 POUND POINT LOADS

ON A K-SERIES JOIST IS STRICTLY PROHIBITED. STAGGER HANGERS AND

SUPPORTS FROM THE STRUCTURE SO AS TO DISTRIBUTE THE LOADS

UNIFORMLY ACROSS STRUCTURAL MEMBERS. HANGERS FROM METAL

ROOF DECK ARE STRICTLY PROHIBITED. DEVIATIONS FROM THE ABOVE

CRITERIA SHALL BE REMEDIED BY THE INSTALLING CONTRACTOR.

4. CONNECTIONS TO SUPPORTING STRUCTURAL MEMBERS, WHETHER NEW

OR EXISTING CONSTRUCTION, SHALL BE CLAMPING DEVICE WHICH DO NOT

DAMAGE OR DEFORM THE STRUCTURAL ELEMENTS. WELDING TO OR

DRILLING HOLES IN STRUCTURAL MEMBERS IS NOT PERMITTED WITHOUT

PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. IT IS THE

RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO LOCATE AND

DISTRIBUTE HANGING LOADS AS REQUIRED SO AS TO NOT EXCEED THE

LOAD CARRYING CAPACITY OF THE MEMBER.

5. TRAPEZING IS PERMITTED FOR MULTIPLE PIPE OR CONDUIT RUNS. LOADS

FROM TRAPEZE HANGERS SHALL BE AS PREVIOUSLY NOTED FOR

SUPPORTS FROM JOIST ELEMENTS. TRAPEZING IS NOT PERMITTED FOR

PIPING AND/OR CONDUIT GREATER THAN 3" IN DIAMETER.

6. THE APPROPRIATE INSTALLING CONTRACTOR IS RESPONSIBLE FOR

DETERMINING LOADS IMPOSED BY THE INSTALLED ITEMS. STAGGER

HANGERS AND SUPPORTS FROM THE STRUCTURE SO AS TO DISTRIBUTE

THE LOADS UNIFORMLY ACROSS STRUCTURAL MEMBERS.

7. WHERE 6" OR GREATER DIAMETER PIPES ARE PERPENDICULAR TO THE

JOISTS, PROVIDE HANGER SUPPORTS FROM EVERY JOIST WITHIN TWELVE

FEET OF THE END OF THE JOIST. STAGGER HANGERS TO DISTRIBUTE THE

LOAD UNIFORMLY ACROSS THE STRUCTURE.

8. WHERE 6" OR GREATER DIAMETER PIPE ARE PARALLEL TO THE JOISTS,

CENTER THE PIPE AND HANG THE PIPE FROM TWO JOISTS.

9. WHERE SUPPORT FROM JOISTS AT LOCATIONS OTHER THAN AT A PANEL

POINT IS NOT POSSIBLE, ADDITIONAL WEB REINFORCING IS REQUIRED.

REFER TO THE JOIST SUPPLIER AND/OR TYPICAL DETAIL INDICATED ON THE

PLANS. IT IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR TO

COORDINATE THE LOCATIONS WITH THE STRUCTURAL STEEL FABRICATOR

AND/OR ERECTOR PRIOR TO INSTALLATION.

10. CONTRACTORS INSTALLING MEP & FP SYSTEMS SHALL COORDINATE

ROUTING PRIOR TO INSTALLATION SO AS TO DISTRIBUTE THE LOADING TO

THE STRUCTURE UNIFORMLY. DO NOT HANG ALL SYSTEMS FROM THE

SAME FRAMING MEMBER.

11. ALL HANGERS, WIRES, RODS ETC. FOR SUSPENDED ITEMS SUCH AS PIPING,

CONDUIT, DUCT WORK, FIRE PROTECTION, SUSPENDED CEILINGS,

TECHNOLOGY, ETC. SHALL BE INSTALLED FROM MAIN STRUCTURAL

MEMBERS. HANGERS ATTACHED TO METAL ROOF DECK, JOIST BRIDGING

OR FROM OTHER NON-STRUCTURAL SYSTEMS IS STRICTLY PROHIBITED.

2a

2a a a

ROOF PLAN

WALL ELEVATION

h 45 5 z

3 3

1 1

3 3 h a aa a a: END ZONE WIDTH IN FEET = 10 PERCENT OF BUILDING LEAST HORIZONTAL DIMENSION OR 0.4h WHICHEVER IS SMALLER, BUT NOT LESS THAN EITHER 4% OF LEAST

HORIZONTAL DIMENSION OR 3 FEET.

h: MEAN ROOF HEIGHT IN FEET, EXCEPT THAT EAVE HEIGHT SHALL BE USED FOR

EAVE ANGLES < 10°

z: HEIGHT ABOVE GROUND IN FEET

CASE A: WINDWARD PARAPET CASE B: LEEWARD PARAPET

1111 Superior Avenue, Suite 2100 | Cleveland, OH 44114

(216) 861-2020 www.osborn-eng.com

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