LAKE

MICHIGAN

LAKE

SUPERIOR

LAKE

ERIE

LAKE

HURON

SCALE:

N

LOCATION MAP

NO SCALE

PROJECT INFORMATION

SITE AREA:

EXISTING: N/A- EXIST FACILITY

ZONING:

EXISTING= N/A, STATE OWNED

PARKING: EXIST.- NO INCREASE IN PARKING PROPOSED

SITE DATA

GROSS EXISTING = 22,000 S.F.

HEIGHT = 1 STORY, EXISTING

BUILDING DATA

FINAL SUBMITTAL PHASE 500

DTMB MDOT

ATLANTA GARAGE HOIST INSTALLATION

ATLANTA, MICHIGAN

DTMB: FILE/INDEX NO.: 591/25100.RLO

GENERAL

SHEET INDEX

ARCHITECTURAL

A-1 DEMOLITION PLAN, PLAN, ENLARGED PLAN, REFLECTED CEILING PLAN, NOTES

A-2 LIFT INSTALL PLANS, CERTIFICATION

CS-0 COVER SHEET

CS-1 ABBREVIATIONS, LIFE SAFETY PLAN, DRAWING LEGEND

CS-2 MOUNTING HEIGHTS, SIGNAGE & CONTROL NOTES

CODE INFORMATION

BUILDING CODE: 2021 MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS/ 2021 MICHIGAN BUILDING CODE

AND 2012 NFPA 101 LIFE SAFETY CODE (AS APPLICABLE)

CONSTRUCTION CLASSIFICATION

MBC/NFPA: VB/V000 (NOT SPRINKLERED, EXISTING)

OCC. GROUP(S): EXISTING S-1 OCCUPANCY ( B ACCESSORY OCC.)

PLUMBING

P100 PLUMBING SYMBOLS, NOTES & ABBREVIATIONS

P101 PLUMBING SPECIFICATIONS

P400 BELOW FLOOR PLAN - PLUMBING NEW

P401 FLOOR PLAN - PLUMBING NEW

ELECTRICAL

E100 ELECTRICAL - SYMBOLS, ABBREVIATIONS & NOTES

E200 ELECTRICAL - SHEET SPECIFICATIONS

E300 ELECTRICAL - FLOOR PLAN - DEMOLITION

E500 ELECTRICAL - FLOOR PLAN - POWER AND ONE LINE DIAGRAM

E900 ELECTRICAL - PANEL SCHEDULES

C O

VE

R

S H

EE

T

CS

-0

ARCHITECTURAL & STRUCTURAL ENGINEERING: SIDOCK GROUP, INC.

757 S. WISCONSIN AVE., GAYLORD MI 49735, (989) 734-8400

CONSULTING ENGINEER: MATRIX CONSULTING ENGINEERS

1601 E. CESAR E. CHAVEZ AVE., LANSING, MI 48906 (517) 487-2511

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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2024

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STRUCTURAL

S-000 STRUCTURAL GENERAL NOTES

S-001 STRUCTURAL GENERAL NOTES

S-1 STRUCTURAL PLANS AND DETAILS

S-2 STRUCTURAL MONORAIL PLAN AND DETAIL

@ AT

M MATCH

ACC. ACCESS

MEZZ. MEZZANINE

NO. NUMBER

B.F. BARRIER FREE

B.O.D. BOTTOM OF DECK

G GUTTER ELEVATION

BOT. BOTTOM

BRG. BEARING

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OHD. OVERHEAD DOOR

COMP. COMPACTED

PEMB. PRE-ENGINEERED METAL BUILDING

CONC. CONCRETE

PERIM. PERIMETER

PLAM. PLASTIC LAMINATE

ID. INSIDE DIAMETER

P.S.F. POUNDS PER SQUARE FOOT

INV. INVERT

P.S.I. POUNDS PER SQUARE INCH

INSUL. INSULATED

R RADIUS OR RISER

ELEV. ELEVATOR

EQ. EQUAL

R.O. ROUGH OPENING

EWC. ELECTRIC WATER COOLER

LAV. LAVATORY

L.L. LIVE LOAD

L.L.H. LONG LEG HORIZONTAL

L.L.V. LONG LEG VERTICAL

CLR. CLEAR

CLG. CEILING

CL. CLASS

COL. COLUMN

E EAST

SQ. FT. SQUARE FEET / FOOT

ST. STAIN

STL. STEEL

THRESH. THRESHOLD

U.N.O. UNLESS NOTED OTHERWISE

VCT.

VERT. VERTICAL

W/ WITH

GYP. BD./ GB/ GWB GYPSUM WALLBOARD SYSTEMS

IOHD. INSULATED OVERHEAD DOOR

IRD. INSULATED ROLLING DOOR

MT. MARBLE THRESHOLD

PRE-FIN. PRE-FINISHED

TYP. TYPICAL

CL

~ APPROXIMATELY

B/C BACK OF CURB OR

BOTTOM CHORD

B/B BACK TO BACK

B/ BOTTOM OF

B.O.C. BACK OF CURB

B.O.P. BOTTOM OF PIPE

C.B. CATCH BASIN

CMP. CORRUGATED METAL PIPE

C.O. CLEAN OUT

CPPP. CORRUGATED PERFORATED PLASTIC PIPE

W

U.P. UTILITY POLE

TD. TRENCH DRAIN

T/W TOP OF WALK

T/P TOP OF PAVEMENT

T/C TOP OF CURB OR

TOP CHORD

T/ TOP OF

IN. INCH / INCHES

GALV. GALVANIZE (D)

LVR. LOUVER

MH. MANHOLE

MAX. MAXIMUM

N NORTH

P.C. POINT OF CURVATURE

PT./ P PAINT (EXTERIOR, INTERIOR, TRANSPARENT

FINISHES)

PIV. POST INDICATOR VALVE

PROP. PROPOSED

E.C. EXPOSED CONCRETE

E.S. END SECTION

R.O.W. RIGHT OF WAY

RL. RAIL (ING)

RCP. REINFORCED CONCRETE

SC. SOLID CORE

S SOUTH

SFGL. SAFETY GLASS

SAN. FM. SANITARY FORCE MAIN

STW. STORM SEWER

EL. ELEVATION

INL. INLET

CENTER LINE

C.P. CENTER POINT

B.O.W. BOTTOM OF WALL

A.F.F. ABOVE FINISHED FLOOR

ABV. ABOVE

A.S.C. ABOVE SUSPENDED CEILING

ACFL. ACCESS FLOOR

A.P. ACCESS PANEL

ACPL. ACOUSTICAL PLASTER

A.C.T./ AT ACOUSTICAL CEILING TILE

ACP. ACRYLIC PLASTIC

A/C AIR CONDITIONING

ADDN'L ADDITIONAL

ADH. ADHESIVE

ADJ. ADJACENT

ADJT. ADJUSTABLE

AGG. AGGREGATE

A.B. ANCHOR BOLT

A.C.U. AIR CONDITIONING UNIT

ANC. ANCHOR, ANCHORAGE

ADDN. ADDITION

ANOD. ANODIZED

A.H.U. AIR HANDLING UNIT

ALT. ALTERNATE

AL. ALUMINUM

APT. APARTMENT

APPROX.APPROXIMATE

ARCH. ARCHITECT (URAL)

A.D. AREA DRAIN

ASB. ASBESTOS

ASPH. ASPHALT

A.T. ASPHALT TILE

A.C.M. ASBESTOS CONTAINING MATERIAL

AUTO AUTOMATIC

B.P. BACK PLASTER (ED)

BALC. BALCONY

BSMT. BASEMENT

B. BATHROOM

BPL. BEARING PLATE

BJT. BED JOINT

BR. BEDROOM

BM. BENCHMARK OR BEAM

BEL. BELOW

BVL. BEVELED

BIT. BITUMINOUS

BLK. BLOCK

BLKG. BLOCKING

BD. BOARD

B.S. BOTH SIDES

B.W. BOTH WAYS

B.O.F. BOTTOM OF FOOTING

BLVD. BOULEVARD

BRCG. BRACING

BC. BRICK

BRZ. BRONZE

BLDG. BUILDING

B.L. BUILDING LINE

B.U.R. BUILT UP ROOFING

BLKHD.BULKHEAD

BBD. BULLETIN BOARD

CAB. CABINET

CAD. CADMIUM OR CAD

CPT. CARPET TILE

CSMT. CASEMENT

C.I. CAST IRON

C.I.P.C. CAST IN PLACE CONCRETE

C.S. CAST STONE

CLK. CALK (ING) OR CAULK (ING)

CHT. CEILING HEIGHT

CEM. CEMENT

CPPL. CEMENT PLASTER (PORTLAND)

CM. CENTIMETER (S)

CER. CERAMIC

C.T. CT CERAMIC TILE (FLOOR, BASE, AND WALL)

C.M.T. CERAMIC MOSAIC TILE

CHBD. CHALK BOARD

CHAM. CHAMFER

CR. CHROMIUN

CIR. CIRCLE

CONN. CONNECTION

CONST. CONSTRUCTION

CONT. CONTINUOUS OR CONTINUATION

CONTR. CONTRACT (OR)

C.L.L. CONTRACT LIMIT LINE

CNJ.

CONTROL JOINT

CPR. COPPER

C.G. CORNER GUARD

CLR. CLEAR (ANCE)

COMB. COMBINATION

COMPT.COMPARTMENT

COMPO.COMPOSITION (COMPOSITE)

COMP. COMPRESS (ED) (ION) (IBLE)

CORID. CORRIDOR

COORD. COORDINATE (ION)

CIRC. CIRCUMFERENCE

CLS. CLOSURE

CORR. CORRUGATED

CTR. COUNTER

CFL. COUNTER FLASHING

C.S. COUNTER SINK

CTSK. COUNTERSUNK

CRS. COURSE (S)

CTYD. COURTYARD

CFT. CUBIC FOOT

CYD. CUBIC YARD

C.J.

CENTER TO CENTERC/C

CERT. CERTIFIED

DEMOUNTABLEDMT.

DEPRESSEDDEP.

DETAILDET.

DIAGONALDIAG.

DIAMETERDIA.

DIMENSION (S)DIM.

DISPENSERDSP.

DIVISIONDIV.

DOUBLEDBL.

DOUBLE ACTIONDBLA.

DOUBLE HUNGDBLH.

DOVETAIL ANCHORDTA.

DOVETAIL ANCHOR SETDTS.

DOWEL (S)DWL.

DOWNDN.

CRG. CROSS GRAIN

DOWNSPOUTDS.

DRAIND.

DRAIN BOARDDRB.

DRAWERDWR.

DRINKING FOUNTAIND.F.

DUMB WAITERD.W.

DOOR HEADERD.H.

DOOR JAMBD.J.

DRAWINGDWG.

DOOR OPENINGD.O.

EACHEA.

EACH FACEE.F.

EACH WAYE.W.

ELECTRIC (AL)ELEC.

ELECTRICAL PANELE.P.

ENC. ENCLOSE (URE)

EQUIP. EQUIPMENT

ESC. ESCALATOR

EMER. EMERGENCY

EST. ESTIMATE

EXCA. EXCAVATE

EXH. EXHAUST

EXIST./ EX. EXISTING

EXMP. EXPANDED METAL PLATE

E.B. EXPANSION BOLT

E.J. EXPANSION JOINT

EXP EXPOSED

EXT. EXTERIOR

EXS. EXTRA STRONG

EXTR. EXTRUDE (R)

EXP. EXPANSION

EMBED. EMBEDMENT

F.O.W. FACE OF WALL

FB. FACE BRICK

F.O.C. FACE OF CONCRETE

F.O.F. FACE OF FINISH

F.O.M. FACE OF MASONRY

F.O.S. FACE OF STUD

F/F FACE TO FACE OR FINISHED FLOOR

F.F. FACTORY FINISH

FAS. FASTEN (ER)

FN. FENCE

FBD. FIBERBOARD

FIN. FINISH

F.S. FAR SIDE

FRC. FIRE RESISTANT COATING

FRT. FIRE RETARDANT

FIXT. FIXTURE

F.P. FIRE PROOF OR FIRE PLACE

FLG. FLASHING OR FLANGE

FHMS. FLATHEAD MACHINE SCREW

FHWS. FLATHEAD WOOD SCREW

FLX. FLEXIBLE

FLR. FLOOR (ING)

FLCO. FLOOR CLEANOUT

F.D. FLOOR DRAIN

FPL. FLOOR PLATE

FFL. FINISHED FLOOR LINE

F.A. FIRE ALARM

FBRK. FIRE BRICK

F.E. FIRE EXTINGUISHER (BRACKET)

F.E.C. FIRE EXTINGUISHER (CABINET)

F.H. FIRE HYDRANT

FHS. FIRE HOSE STATION

FHC. FIRE HOSE CABINET

FLUR. FLUORESCENT

FJT. FLUSH JOINT

FTG. FOOTING

FRG. FORGED

FND. FOUNDATION

FRMG. FRAME (ED) (ING)

FRZR. FREEZE (ER)

FRA. FRESH AIR

FS. FULL SIZE

F.B.O. FURNISHED BY OTHERS

F.B.O. FURR (ED) (ING)

FUT. FUTURE

FT. FEET

F.M. FIRE MAIN

FRP. FIBERGLAS REINFORCED PANEL(S)

GST. GLAZED STRUCTURAL PANEL

G.B. GRAB BAR

GD. GRADE OR GRADING

GRN. GRANITE

GRAT. GRATING

GVL. GRAVEL

G.F. GROUND FACE

GRT. GROUT

GPL. GYPSUM PLASTER LATH

GPT. GYPSUM TILE

H HIGH

H.C. HOLLOW CORE

HORIZ. HORIZONTAL

HDW./ HW HARDWARE SET (FINISH OR BUILDERS

HARDWARE)

HY. HYDRANT

HJT. HEAD JOINT

HDR. HEADER

HTG. HEATING

HVAC. HEATING / VENTILATING /

AIR CONDITIONING

H.M. HOLLOW METAL

HK. HOOK

H.B. HOSE BIB

INT. INTERIOR

ILK. INTERLOCK

INTM. INTERMEDIATE

I.E. INVERT ELEVATION

IPS. IRON PIPE SIZE

JT. JOINT

JAN. JANITOR

JC. JANITOR CLOSET

KCP.

JF. JOINT FILLER

JST. JOIST

KEENE'S CEMENT PLASTER

KITCHEN

KICKPLATE

KITCHEN SINK

KNOCKOUT

KP.

KIT.

KS.

KO.

LBL. LABEL

LAD. LADDER

L.B. LAG BOLTS

LAM. LAMINATE (D)

LDRY. LAUNDRY

LAV. LAVATORY

L.H. LEFT HAND

L LENGTH

LT. LIGHT

LC. LIGHT CONTROL

LW. LIGHTWEIGHT

LWC. LIGHTWEIGHT CONCRETE

LTL. LINTEL

LMS. LIMESTONE

L.P. LOW POINT OR LIGHT POLE

LR. LIVING ROOM

MAS. MASONRY

M.O. MASONRY OPENING

MATL./ MAT MATERIAL

MECH. MECHANIC (AL)

M.C. MEDICINE CABINET

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

MOD. MODULAR

MLD. MOLDING OR MOULDING

MR. MOP RECEPTOR

MT. MOUNT (ED), (ING)

MOV. MOVEABLE

MULL. MULLION

NOM. NOMINAL

NMT. NON-METALLIC

N.I.C. NOT IN CONTRACT

N.T.S. NOT TO SCALE

N.S. NEAR SIDE

OPS. OPPOSITE

OHMS. OVAL HEAD MACHINE SCREW

OHWS. OVAL HEAD WOOD SCREW

OA. OVERALL

OH. OVERHEAD

PTR. PAPER TOWEL RECEPTOR

PAR. PARALLEL

PK. PARKING

PBD. PARTICLE BOARD

PTN. PARTITION

PV. PAVE (D), (ING)

PVMT. PAVEMENT

PED. PEDESTAL

PERF. PERFORATE (D)

PLAS./ PL PLASTER

PLATEPL

PT. POINT OR POINT TANGENT

POL. POLISH (ED)

PTC. POST TENSION CONCRETE

P.C.F. POUNDS PER CUBIC FOOT

P.L.F. POUNDS PER LINEAR FOOT

PCC. PRECAST CONCRETE

PSC. PRESTRESSED CONCRETE

P.L. PROPERTY LINE

PLATE GLASSPG.

PLUMINGPLBG.

PLYWOODPWD.

R.R. RAIL ROAD

REC. RECESS

RFL. REFLECT (ED), (IVE), (OR)

REFR. REFRIGERATOR

REG. REGISTER

REINF. REINFORCE (D), (ING)

REM. REMOVE (ABLE)

RET. RETURN

RA. RETURN AIR

RVS. REVERSE (SIDE)

REF. REFERENCE

REV. REVISION (S), REVISED

R.H. RIGHT HAND

RVT. RIVET

RC. ROOF CONDUCTOR

RD. ROOF DRAIN OR

ROLLING DOOR

RFH. ROOF HATCH

RFG. ROOFING

RM. ROOM

SND. SANITARY NAPKIN DISPENSER

SNR. SANITARY NAPKIN RECEPTACLE

SCH. SCHEDULE (D)

SCN. SCREEN

SNT. SEALANT

STG. SEATING

SEC. SECTION

SS. SERVICE SINK

SHTH. SHEATHING

SHT. SHEET

SG. SHEET GLASS

SH. SHELF OR SHELVING

S & P SHELF AND POLE

SHO. SHORE (D), (ING)

SHWR. SHOWER

SIM. SIMILAR

SKL. SKYLIGHT

SL. SLEEVE

SD. SOAP DISPENSER

SP. SOUNDPROOF

SPC. SPACER

SPK. SPEAKER

SPL. SPECIAL

SPEC. SPECIFICATION (S)

SQ. SQUARE

SQ. SQUARE

STAG. STAGGERED

STD. STANDARD

STA. STATION

STO. STORAGE

SD. STORM DRAIN

STRU. STRUCTURAL

SCT. STRUCTURAL CLAY TILE

SUS. SUSPEND (ED)

SURF. SURFACE

SYM. SYMMETRY (ICAL)

SYN. SYNTHETIC

SYS. SYSTEM

TEMP. TEMPORARY

TKBD. TACK BOARD

TKS. TACK STRIP

TEL. TELEPHONE

TV. TELEVISION

TEMPGL. TEMPERED GLASS

TC. TERRA COTTA

TZ. TERRAZZO

THK. THICK (NESS)

THD. THREAD (ED)

T.O.C. TOP OF CONCRETE

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

T.O.P. TOP OF PIER OR PIPE

TOL. TOLERANCE

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T/S TOP OF SLAB

T/STL. TOP OF STEEL

TB. TOWEL BAR

TR. TRANSOM

T.O.F. TOP OF FOOTING

BRKT. BRACKET

GA. GAGE

H.R. HANDRAIL

INFO. INFORMATION

INCL. INCLUDE

J.B. JOIST BEARING

L.G. LONG

MFG. MANUFACTURER

MACH. MACHINE

O/O OUT TO OUT

OPG. OPENING

PC

PEN. PENETRATION

PNL. PANEL

PREV. PREVIOUSLY

L.H. LOUVER HEADER

L.J. LOUVER JAMB

L.S. LOUVER SILL

LB.

LBS.

POUND

POUNDS

REQ'D. REQUIRED

W/O WITHOUT

U/S UNDERSIDE

WC. WATER CLOSET

VB. VAPOR BARRIER

WD. WOOD

QT. QUARRY TILE

QTY. QUANTITY

HT. HEIGHT

H.P. HIGH POINT

H.S.B. HIGH STRENGTH BOLT

WH. WATER HEATER

WP. WATER PROOF (ING)

WIN. WINDOW

W.W.F./ W.W.R/

W.W.M.

WELDED WIRE MESH

WM. WATER MAIN

WSF WELDED SEAM SHEET FLOORING

V.I.F. VERIFY IN FIELD

VIN. VINYL SHEET

T TREAD

YRD. YARD (S)

XS. EXTRA STRONG

ARCHITECTURAL DRAWING ABBREVIATIONS

AF ACCESS FLOORING

ADO AUTOMATIC DOOR OPERATOR

AT (SP) ACOUSTICAL CEILING (W/ SPRAYED PLASTIC FINISH)

AT (TG) ACOUSTICAL CEILING (W/ TEGULAR EDGE)

AWF ACOUSTICAL WALL FABRIC (TACKABLE)

AWP ACOUSTICAL WALL PANEL

BP BP BRICK PAVERS (UNIT PAVERS)

BR BR BRICK (UNIT MASONRY)

CP CARPET (WITHOUT CUSHION BROADLOOM)

EXISTING FINISH TO REMAINEFTR

EPY EPOXY (COATINGS)

ERF EPOXY RESINOUS FLOORING

GL GLASS (GLAZING)

IHM. INSULATED HOLLOW METAL

FF. FROST FREE

F/G FINISHED GRADE

LM LATEX MASTIC FLOORING

MTL. METAL

MC MULTI-COLOR COATING

NF NATURAL FINISH

PC. PIECE

PCP PORTLAND CEMENT PLASTER

PFW POLYPROPYLENE FABRIC WALLCOVERING

PUT POLYURETHANE

RAF RESILIENT ATHLETIC FLOORING

RB. RESILIENT BASE (RUBBER, VINYL)

RF RAISED RUBBER FLOORING

RSF RESILIENT SHEET FLOORING

SC

SF SPECIAL FACED

ST STONE (CAST)

TT TERRAZZO TILE (PLASTIC MATRIX)

VP VENEER PLASTER

WB WALL BORDER

WP

WS. WATER SERVICE

WR. WEATHER RESISTANT

CONSTRUCTION JOINT

CMU. CONCRETE MASONRY UNIT

ELECTRO-MECHANICAL CLOSER-HOLDEREMCH

MHO MAGNETIC HOLD-OPEN (WALL OR FLOOR MTD)

WEST,WIDTH OR WALLCOVERING

(VINYL COATED FABRIC)

RESILIENT TILE FLOORING

(VINYL COMPOSITION TILE)

WALLCOVERING PROTECTIVE

(RIGID PVC SHEET)

WELDED WIRE FABRIC/

WELDED WIRE REINFORCEMENT

HIGH BUILD GLAZED COATING

(SPECIAL COATING)

PRECAST (ARCHITECTURAL

PRECAST CONCRETE PANELS)

F.T. FULLY TEMPERED

SOUND ATTENUATION BATTSAB.

CFCI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED/

OWNER INSTALLED

OFCI OWNER FURNISHED/

CONTRACTOR INSTALLED

DAMPERDPR.

DAMP PROOFINGDP.

DEAD LOADD.L.

DEMOLITION OR DEMOLISHDEMO

CL

CLSC2

A # xx xx xx xx

A

MATCH LINE

REFERENCE TAG

(GENERAL\TYPICAL

USE)

SECTION

REFERENCE

ELEVATION

REFERENCE

(INTERIOR and\or

EXTERIOR)

ELEVATION

REFERENCE

(INTERIOR ONLY)

ENLARGED

REFERENCE

REVISION CLOUD &

DELTA

ID. & SHEET LOCATION

REFER TO XXX

ID. NUMBER

REFER TO SHEET

REFER TO XXX

REFER TO SHEET

ID. NUMBER

REFER TO SHEET

ELEVATION ID.

STRUCTURAL

GRID

ALIGN

CONSTRUCTION

ELEVATION, WORK

POINT

KEY NOTE

ROOM

IDENTIFICATION

WINDOW

IDENTIFICATION

DOOR

IDENTIFICATION

FINISH

IDENTIFICATION

CEILING FINISH/

HEIGHT

000'

T \ SLAB

ROOM CODE

WINDOW ID. NO.

DOOR ID. NO.

MATERIAL

COLOR

INDEX TO DRAWING SYMBOLS

XXX #'-##"

NEW COLUMN LINE

EXISTING COLUMN LINE

PARTITION

IDENTIFICATION

OCCUPANT NAME

ROOM NAME

150 SF

150 SF (PFD)

ROOM NO.

USER REQUESTED AREA (NSF)

ROOM AREA (NSF)

ROOM NAME

CL

XX# XX#

##X EQUIPMENT

IDENTIFICATION

2'- 53 4"

S-1 group 3200sf / 300 = 11 occupants

B Business group 2565 sf / 100 = 26 occupants

S-1 Storage group 14,465 sf / 300 = 48 occupants106' exit acce ss dist.

106' exit access dist.

2' -9

1 2"

' E

.A .D

Exit* Exit* Exit* Exit* *Qualifies as an Exit since the overhead door is manually operable on the egress side.

51'

Exit

Exit Exit

Exit

MBC Table 1017.2: S-1 occupancy Exit Access Travel Distance, without sprinkler system = 200 ft.

AB

BR

EV

IA

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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2024

AT

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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2024

AT

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IN

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U N

D H

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IS

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G D

S, G

G G

G

.0 6.

1/

0.

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.1 5.

SCALE:

N

LIFE SAFETY PLAN

1/32"=1'-0"

1. WHEN MOUNTING MULTIPLE DEVICES FROM DIFFERENT

TRADES IN THE SAME LOCATION (SUCH AS LIGHTING

SWITCHES, LOW VOLTAGE, THERMOSTATS, ETC), THEIR

ARRANGEMENT MUST BE IN ACCORDANCE WITH THE

FOLLOWING:

1.1. LOCATE DEVICES AS SHOWN ON THE

ARCHITECTURAL PLANS, ELEVATIONS OR SECTIONS.

1.2. WHEN SHOWN ON MECHANICAL OR ELECTRICAL

DRAWINGS, BUT NOT ON ARCHITECTURAL

DRAWINGS, DEVICES MUST BE UNIFORMLY AND

SYMMETRICALLY MOUNTED. VERTICALLY ALIGN

DEVICES MOUNTED AT HEIGHTS INDICATED, UNLESS

SEPARATED HORIZONTALLY BY A MINIMUM OF 24".

1.3. DEVICES INSTALLED IN MASONRY OR SURFACES TO

RECEIVE WOOD PANELS, WALL COVERING OR

SIMILAR MATERIALS MUST BE FLUSH WITH THE

FINAL SURFACE MATERIAL.

1.4. IF THE CONTRACTOR HAS ANY DOUBTS REGARDING

THE LOCATION OF DEVICES, THE CONTRACTOR

MUST CONSULT WITH THE ARCHITECT PRIOR TO

ROUGHING-IN.

1.5. AT MULTIPLE SWITCHES, GANG W/ SINGLE COVER

PLATE.

2. DEVIATIONS FROM THE ABOVE INSTRUCTIONS WITHOUT

PRIOR APPROVAL BY THE ARCHITECT MUST BE

CORRECTED BY THE INSTALLING CONTRACTOR. ANY

COST, INCLUDING CUTTING & PATCHING, ENTAILED IN

THE REMOVAL, RELOCATION, AND REINSTALLATION OF

ANY DEVICES WILL BE THE RESPONSIBILITY OF THAT

CONTRACTOR.

GENERAL NOTES FOR

LOCATION OF DEVICES

SIGNAGE

SIGNAGE

9"

SIGNAGE

18"

DRINKING FOUNTAINS/ E.W.C.

E.W.C. OR

DRINKING

FOUNTAIN

(REFER TO

PLUMB.

DWGS.)

15"

TO

S

PO

U

T O

U

TL

ET

E.W.C. OR

DRINKING

FOUNTAIN

HIGH/ LOW

" M

IN

T

O

3" M

AX

" M

AX

" M

IN

9" M

IN

8" MIN.

11" MIN.

4" M

IN

HIGH/LOW UNIT

MAY OCCUR,

REFER TO FLOOR

PLAN

MIN.

TO

S

PO

U

T O

U

TL

ET

5"

MAX.

THE SPOUT MUST PROVIDE

A FLOW OF WATER 4" HIGH

MINIMUM

FORWARD & PARALLEL

APPROACH

3 1/2"

MAX.

E.W.C. OR

DRINKING

FOUNTAIN

" M

IN

CLEAR

SPACE

.6

BOTTLE FILLER

MAY OCCUR,

REFER TO

PLUMBING DWGS.

COUNTERTOP MOUNTED LAV./

HAND SINK

OPEN

MIRROR - REFER TO

INTERIOR

ELEVATIONS

REMOVABLE

MODESTY PANEL W/

CONCEALED CLIPS

BOTTOM EDGE OF

REFLECTING

SURFACE 40" MAX

A.F.F.

TO

C

O U

N

TE

R O

R R

IM

W

H

IC

H

EV

ER

IS

G R

EA

TE

R

5"

15"

TO

C

O U

N

TE

R O

R R

IM

W

H

IC

H

EV

ER

IS

G R

EA

TE

R

5"

30" MIN., U.N.O.

SOAP

DISPENSER

END PANEL

22"

NOTE: REFER TO INTERIOR

ELEVATIONS FOR SPECIFIC

FINISH TYPES AND LOCATIONS

MOUNTING HEIGHTS

SCALE: 1/2"=1'-0"

LIGHT FIXTURE MAY

OCCUR, REFER TO

ELEC.

METAL BRACKET(S)

MAY OCCUR (SPANS

GREATER THAN 36")

SHOWER ENCLOSURE

6' -4

6' -4

3' -6

6' -6

6' -6

OPP. SIDE SIM.

SHOWER

SURROUND,

SEE INTERIOR

ELEVATIONS

PAN, SEE

INTERIOR

ELEVATIONS

CONTROLS

LOCATION

SHOWER ROD W/

CURTAIN (CURTAIN TO

BE LOC. AT SHOWER

SIDE OF THRESHOLD)

FIXED SHOWER

HEAD

CASEWORK MAY

OCCUR, REFER TO

INT. ELEVS.

ACCESSORY MOUNTING HEIGHTS

ELEC.

DEVICES 8"

ABOVE ALL

COUNTERTOPSTV

R

EC

EP

TA

C

LE

S

TE

LE

PH

O

N E/

D

AT

A O

U

TL

ET

TV

O

U

TL

ET

TE

LE

PH

O

N E/

D

AT

A O

U

TL

ET

SW

IT

C H

ES

TV

FI

R

E

AL

AR

M

D

EV

IC

ES

T.V.

MOUNTING -

REFER TO INTERIOR

ELEVATIONS

FOR EXACT

LOCATIONS

8" C

O U

N

TE

R H

EI

G

H T

" A

.F .F

. O R

" B

EL

O

W F

IN

IS

H C

EI

LI

N G

W H

IC

H

EV

ER

IS

L

ES

S

" U

.N .O

5"

TYPICAL LOCATIONS

TELEPHONE

OUTLET AND

DUPLEX

RECEPTACLE

IN A QUAD BOX

WITH DIVIDER

WHERE TELEPHONE, TV

OR DATA OUTLETS ARE

INDICATED AT THE SAME

LOCATION AS A DUPLEX

RECEPTACLE THEY ARE

TO BE IN A QUAD BOX

WITH DIVIDER

DESK

NOTE:

ALL RECEPTACLES SHALL

BE 18" A.F.F UNLESS

NOTED OTHERWISE

(B

EL

O W

D

ES

K)

(T

YP

IC

AL

WHERE SWITCH IS

INDICATED AT THE

SAME LOCATION AS

DUPLEX RECEPTACLE

THEY ARE TO BE IN A

QUAD BOX WITH

DIVIDER

SWITCHES

"R

EC

EP

TA

C

LE

W / P

H O

N E, T V

O R

D

AT

A

C

LO

TH

ES

H O

O

KS

R

O

BE

H O

O

KS

SO

AP

D

IS

PE

N

SE

R

TO

O

PE

R

AB

LE

P

AR

T

D R

AP

ER

Y/

SH

AD

E/

B

LI

N D

S C

O N

TR

O

LS

IN

TE

R C

O M

S

TA

TI

O

N

IN

D

IM

M

ER

S W

IT

C

H

PR

O

XI

M

IT

Y

SW

IT

C H

PS

TH

ER

M O

ST

AT

/H

VA

C C

O N

TR

O

LS

T

FI

R

E

AL

AR

M

P U

LL

ST

AT

IO

N

F

TO

O

PE

R

AB

LE

P

AR

T

TO

W

EL

D

IS

PE

N

SE

R

FI

R

E

EX

TI

N

G U

IS

H

ER

C

AB

IN

ET

S

(4 0#

O R

L

ES

S)

R

EC

EP

TA

C

LE

S

SCALE: 1/2"=1'-0"

WATER CLOSETS COUNTERTOP MOUNTED LAV./

HAND SINK

OPEN

MIRROR - REFER

TO

INTERIOR

ELEVATIONS

REMOVABLE

MODESTY PANEL W/

CONCEALED CLIPS

**FLUSH CONTROLS MUST BE

LOCATED ON THE OPEN SIDE OF

THE WATER CLOSET.

BOTTOM EDGE OF

REFLECTING

SURFACE 40" MAX

A.F.F.

8"

11"

17" 5"

9"

TO

C

O U

N

TE

R O

R R

IM

W

H

IC

H

EV

ER

IS

G R

EA

TE

R

5"

15"

TO

C

O U

N

TE

R O

R R

IM

W

H

IC

H

EV

ER

IS

G R

EA

TE

R

5"

30" MIN., U.N.O. 42" 18"

36" 6"

24" 12"

" 40

12" 42"

54"

40"

REQUIRED

CLEAR AREA

SOAP

DISPENSER

TOILET PAPER

DISPENSER

9"

END PANEL

22"

NOTE: REFER TO INTERIOR

ELEVATIONS FOR SPECIFIC

FINISH TYPES AND LOCATIONS

FLUSH VALVE

MAY OCCUR,

REFER TO

PLUMBING

DRAWINGS

STANDARD BARRIER FREE MOUNTING HEIGHTS

SCALE: 1/2"=1'-0"

URINAL

WALL MOUNTED

18" 18"

36" MIN.

LIGHT FIXTURE MAY

OCCUR, REFER TO

ELEC.

METAL BRACKET(S)

MAY OCCUR (SPANS

GREATER THAN 36") 18

1.

5"

M

IN

SEAT

COVER

DISP.

SANITARY

NAPKIN

DISPOSAL

GRAB BARS

WOOD

BLOCKING, TYP.

@ STUD WALLS,

GROUTED

ANCHORS TYP.

@ MASONRY/

CONC.

ANCHOR TO

RESIST FORCES

INDICATED

MIN. 250 LB.

HORIZONTAL

FORCE

M

IN

. 2

L B.

VE

R

TI

C

AL

FO

R C

E

GRAB BAR

2"

WALL CONSTRUCTION,

REFER TO WALL

TYPES

M O

U N

TI

N

G H

EI

G

H

TS

, S

IG

N

AG

E

AN

D C

O N

TR

O

LS

CS

-2

M

IC

H

IG

AN

D

EP

AR

TM

EN

T O

F

TR

AN

SP

O R

TA

TI

O N

ST

AT

E O

F M

IC

H

IG

AN

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2024

AT

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E

IN

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T R

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TA

, M

IC

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AN

BBG

G D

S, G

G G

G

.0 6.

1/

0.

R

LO

.1 5.

2'-91 2" 3'-5" 2'-91

2"

9'-0" PIT

8" 2'

-6

'-0

1 2" P

IT

5'-6"

5' -0

5'-6"9'-0"

3'-5"

3' -1

2"

2'-91 2"

CL

CL

EQ. EQ.

OF BAY

OF BAY

CL

2'-4"

1' -7

"10"

1' -1

0"

2'-9"

CL

2'-4"

20'-0"

CL

CL

EXISTING NOTES

1. CONTRACTOR MUST VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING

CONDITIONS. VERIFY MEASUREMENTS WITH CORRESPONDING CONSTRUCTION OR EXISTING

CONDITIONS PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE ARCHITECT

IMMEDIATELY OF SIGNIFICANT DISCREPANCIES.

2. VERIFY ALL CONDITIONS COVERING OR AFFECTING THE STRUCTURAL WORK; OBTAIN AND

VERIFY ALL DIMENSIONS AND ELEVATIONS TO ENSURE THE PROPER STRENGTH, FIT AND

LOCATION OF THE STRUCTURAL WORK; REPORT TO THE ARCHITECT ANY AND ALL

CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE

PROPER EXECUTION AND COMPLETION OF THE NEW WORK. ALL DISCREPANCIES SHALL BE

FULLY RESOLVED PRIOR TO COMMENCING WORK.

3. EXISTING CONSTRUCTION NOT UNDERGOING ALTERATION IS TO REMAIN UNDISTURBED,

WHERE SUCH CONSTRUCTION IS DISTURBED AS A RESULT OF THE OPERATIONS OF THIS

CONTRACT, IT MUST BE REPAIRED OR REPLACED BY THE CONTRACTOR AS REQUIRED AND

TO THE SATISFACTION OF THE ARCHITECT.

4. WHERE THE EXISTING CONSTRUCTION IS TO BE ALTERED, OR OTHERWISE DISTURBED,

PROVIDE TEMPORARY AND/OR PERMANENT BRACING AND SHORING AS MAY BE REQUIRED

BEFORE AND DURING OPERATIONS AND UNTIL THE WORK IS SAFELY COMPLETED AND NO

LONGER NEEDS SAME.

5. EACH CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING, SHORING,

ETC. (TEMPORARY AND/OR PERMANENT) OF BOTH NEW AND EXISTING CONSTRUCTION AS

REQUIRED FOR THE SAFE INSTALLATION OF THE NEW CONSTRUCTION AND EQUIPMENT.

6. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND STABLE AFTER THE BUILDING IS

FULLY COMPLETED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE

ERECTION PROCEDURE AND SEQUENCE, AND TO ENSURE THE SAFETY OF THE BUILDING AND

ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF TEMPORARY

BRACING, GUYS OR TIE-DOWNS IF NECESSARY.

7. THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS, SEQUENCES, AND PROCEDURES

OF CONSTRUCTION.

8. PROVIDE FIRE WATCH DURING FIELD CUTTING AND WELDING OPERATIONS, MEETING THE

OWNER'S REQUIREMENTS.

9. ALL EXISTING STRUCTURAL MEMBERS TO REMAIN, U.N.O.

CONTINUED USE OF FACILITIES:

1. EACH CONTRACTOR SHALL AT ALL TIMES MAINTAIN A CLEAN AND SAFE PASSAGEWAY FOR

THE OWNER' S OPERATION AND PERSONNEL IN EXISTING AREAS AND MAINTAIN CLEARANCES

ADJACENT TO AND IN CONNECTION WITH THE WORK PERFORMED.

2. EACH CONTRACTOR SHALL EFFECTIVELY CONFINE DUST, DIRT AND NOISE TO THE ACTUAL

CONSTRUCTION AREA AS APPROVED BY THE GENERAL CONTRACTOR IN ACCORDANCE WITH

STATE OF MICHIGAN REGULATIONS.

3. WORK SHALL, IF REQUIRED, BE CONSTRUCTED IN PHASES TO ACCOMMODATE THE OWNER'S

USE OF THE PREMISES DURING THE CONSTRUCTION PERIOD AND FOR INSTALLATION OF HIS

EQUIPMENT. COORDINATE THE CONSTRUCTION SCHEDULE WITH THE GENERAL

CONTRACTOR AND OWNER'S REPRESENTATIVE.

4. DURING THE CONTRACTOR'S PERFORMANCE OF THE WORK OF THIS CONTRACT, THE

OWNER'S WILL CONTINUE TO OCCUPY THE EXISTING BUILDING. INTERRUPTION OF BUILDING

ACCESS AND FACILITIES BY THE CONTRACTOR WILL NOT BE PERMITTED; TO WHATEVER

EXTENT SUCH INTERRUPTIONS MIGHT INTERFERE WITH OWNER'S OCCUPANCY. LIMIT

CONSTRUCTION OPERATIONS TO THOSE METHODS AND PROCEDURES WHICH WILL NOT

ADVERSELY AND UNDULY EFFECT THE WORKING ENVIRONMENT OF OWNER'S OCCUPIED

SPACES, INCLUDING NOISE, DUST, ODORS, AIR POLLUTION, AMBIENT DISCOMFORT, POOR

LIGHTING, HAZARDS AND OTHER UNDESIRABLE EFFECTS AND CONDITIONS. COORDINATE AND

SCHEDULE ALL WORK IN EXISTING BUILDING WITH OWNER AND GENERAL CONTRACTOR.

1. ALL EXISTING CONSTRUCTION TO REMAIN U.N.O.

2. REMOVE ALL MATERIALS AND DEBRIS CREATED DURING THE DEMOLITION AND/OR CONSTRUCTION PROCESS AND DISPOSE OFF SITE IN A SAFE AND LEGAL MANNER.

3. PERFORM ALL DEMOLITION WORK REQUIRED ON THE EXISTING BUILDING AS CALLED FOR ON THE DRAWINGS AND/OR AS REQUIRED TO ACCOMMODATE THE WORK.

4. CAP, PATCH AND REPAIR ALL HOLES AND SURFACES IN WALLS, FLOORS AND CEILINGS WHERE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND/OR ELECTRICAL ITEMS ARE REMOVED AS A

RESULT OF THE DEMOLITION OPERATIONS.

5. ALL EXISTING CONCRETE SLAB ON GRADE TO REMAIN. PATCH AND REPAIRED, AND/OR FILL EXISTING CONST. AS REQ. TO RECEIVE NEW FINISHES.

6. CARRY OUT ALL DEMOLITION WORK IN CLOSE COORDINATION AND COOPERATION WITH STRUCTURAL TRADES FOR PROPER SEQUENCING OF THE WORK TO ASSURE THE COMPLETE SAFETY AND STRUCTURAL INTEGRITY OF THE BUILDING AND ITS ELEMENTS AT ALL TIMES. PROVIDE TEMPORARY COLUMNS, JACKS, BEAMS, ETC., WHERE REQUIRED FOR SUPPORT OF EXISTING ELEMENTS OF CONSTRUCTION TO REMAIN IN SAFE, COMPETENT MANNER, IN CONFORMANCE WITH ALL LAWS, CODES ORDINANCES, RULES AND REGULATIONS BEARING ON THE WORK.

7. DEMOLITION OF ALL PORTIONS OF THE STRUCTURE TO BE REMOVED SHALL BE DONE WITH UTMOST CARE, USING TOOLS AND METHODS SUBJECT TO OWNER'S APPROVAL. ALL POSSIBLE CARE SHALL BE TAKEN TO AVOID DAMAGING, SHOCK OR VIBRATION TO PORTIONS OF EXISTING STRUCTURE TO REMAIN.

8. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION AND ELEVATION OF EXISTING SEWERS, DRAINS, ETC. IN DEMOLITION AREAS BEFORE PROCEEDING WITH THE WORK, ALL

DISCREPANCIES SHALL BE DOCUMENTED AND REPORTED TO THE ARCHITECT.

9. SAW CUT & REMOVE EXISTING CONCRETE SLAB FOR PLACEMENT OF PLUMBING WORK, FOUNDATIONS, STRUCTURAL STEEL, NECESSARY CAPPING OF EXISTING LINES AND FOUNDATION WORK, ETC. COORDINATE WITH STRUCTURAL ENGINEER AND ARCHITECT.

10. REMOVE AND RELOCATE MECHANICAL AND ELECTRICAL ITEMS, INCLUDING PIPING, FIXTURES, EQUIPMENT, DUCTWORK, WIRING DEVICES, PANELS AND ACCESSORIES AS REQUIRED. REFER TO

MECHANICAL AND ELECTRICAL DRAWINGS FOR MECHANICAL AND ELECTRICAL DEMOLITION.

11. REMOVE, ABANDON AND/OR CAP EXISTING PLUMBING AS REQUIRED TO FACILITATE THE WORK, V.I.F..

12. ALL EXISTING MATERIALS INDICATED TO REMAIN SHALL BE REPAIRED TO MATCH EXISTING. MATERIALS BEYOND REPAIR SHALL BE REPLACED TO MATCH EXISTING.

13. REMOVE AND REPLACE ALL EXISTING CONSTRUCTION AS INDICATED ON THE DEMOLITION PLANS OR OTHERWISE INDICATED IN ORDER TO FACILITATE THE NEW WORK.

14. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR SPECIFIC TRADE RELATED DEMOLITION WORK.

15. REFER TO DEMOLITION, IN THE SPECIFICATIONS FOR FURTHER INFORMATION PRIOR TO THE START OF DEMOLITION.

DEMOLITION NOTES

1. ALL DIMENSIONS ARE TO FACE OF

STUDS/ SHEATHING/

MASONRY/CONCRETE, CENTERLINE OF

OPENINGS FOR DOORS AND WINDOWS

IN STUD CONSTRUCTION (FACE OF

OPENING WHEN LOCATED IN

MASONRY/CONCRETE). DO NOT SCALE

DRAWINGS.

ALL EXISTING CONSTRUCTION

DIMENSIONS ARE TO FACE OF

EXISTING GYP. BD. U.N.O., V.I.F.

2. VERIFY SIZE AND LOCATION OF

MECHANICAL AND ELECTRICAL

EQUIPMENT, PADS, PENETRATIONS

AND SUPPORTS WITH MECHANICAL

AND ELECTRICAL DRAWINGS.

3. SLOPE FLOORS TO DRAINS AT 1/8" PER

FOOT MINIMUM WHILE KEEPING FLOOR

LEVEL AT WALL BASE CONDITION. (DO

NOT EXCEED 2% SLOPE IN ANY

DIRECTION). REFER TO STRUCTURAL

FOR ADDITIONAL INFORMATION.

4. COORDINATE ALL UTILITY LOCATIONS

WITH CIVIL, PLUMBING AND

ELECTRICAL DRAWINGS.

5. PATCH AND REPAIR ALL EXISTING

CONSTRUCTION DAMAGED AS A

RESULT OF NEW WORK/DEMOLITION

TO MATCH EXISTING CONDITIONS,

U.N.O.

6. REFER TO SHEET CS-002 FOR ANY

MOUNTING HEIGHTS.

7. REFER TO SPECIFICATIONS MANUAL

FOR ADDITIONAL INFORMATION.

GENERAL FLOOR

PLAN NOTES

1. THIS PLAN IS INTENDED TO SHOW

GENERAL COORDINATION OF

OVERHEAD WORK. REFER TO

STRUCTURAL, PLUMBING &

ELECTRICAL DRAWINGS FOR FURTHER

INFORMATION.

2. FANS TO BE LOCATED AT SAME

ELEVATION AS EXISTING FANS.

3. REFER TO SPECIFICATIONS MANUAL

FOR ADDITIONAL INFORMATION.

GEN. CEILING NOTES

SCALE:

N

REFECTED CEILING PLAN

1/8"=1'-0"

M

IC

H

IG

AN

D

EP

AR

TM

EN

T O

F

TR

AN

SP

O R

TA

TI

O N

ST

AT

E O

F M

IC

H

IG

AN

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2024

AT

LA

N

TA

G

AR

AG

E

IN

-G

R O

U N

D H

O

IS

T R

EP

LA

C

EM

EN

T

AT

LA

N

TA

, M

IC

H

IG

AN

BBG

G D

S, G

G G

G

.0 6.

1/

0.

R

LO

.1 5.

SCALE:

N

HOIST PIT PLAN

1/8"=1'-0"

NEW CEILING FANREMOVE / DISCARD

EXSITING FAN

EXISTING MONORAIL

BEAM HALF AND HOIST

MOTOR TO REMAIN

CUT AND REMOVE

EXIST. MONORAIL

EXIST. BOLLARDS

EXIST. DRAIN PIT

JACKING

BEAM PIT

EDGE OF NEW

CONC. SLAB

2" CONC. CONSOLE PAD

SCALE:

N

CONSOLE PAD PLAN

1/4"=1'-0"

EXISTING FAN TO

BE REPLACED

WITH NEW FAN

SEE STRUCT. FOR

END STOP LOCATION

EXIST. OH DOORS

2" CONC. PAD - SEE

STRUCTURAL DWGS.

AREA OF

CONC. CUT

EXIST. TO

REMAIN

SCALE:

N

DEMOLITION PLAN

1/8"=1'-0"

EXISTING CONC. SLAB

TO BE DEMOLISHED

(800 SQ. FT.)

EXISTING BOLLARDS

TO REMAIN

EDGE OF NEW CONC. SLAB

D

EM

O

LI

TI

O

N P

LA

N

, P

LA

N , E

N

LA

R G

ED

P

LA

N

, R

EF

LE

C

TE

D

C

EI

LI

N

G P

LA

N

A-

EXISTING CONC. SLAB TO

BE CUT FOR DRAIN LINE

FLOOR DRAINS

EX. BOLL.

CONC. SLAB INFILL

EXIST. DRAIN PIT

M

IC

H

IG

AN

D

EP

AR

TM

EN

T O

F

TR

AN

SP

O R

TA

TI

O N

ST

AT

E O

F M

IC

H

IG

AN

D

ES

IG

N

A N

D C

O N

ST

R

U C

TI

O

N D

IV

IS

IO

N

THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2024

AT

LA

N

TA

G

AR

AG

E

IN

-G

R O

U N

D H

O

IS

T R

EP

LA

C

EM

EN

T

AT

LA

N

TA

, M

IC

H

IG

AN

BBG

G D

S, G

G G

G

.0 6.

1/

0.

R

LO

.1 5.

LI

FT

IN

ST

AL

L

PL

AN

S, C

ER

TI

FI

C

AT

IO

N

A-

GENERAL STRUCTURAL NOTES

1. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF MIOSHA, THE MICHIGAN BUILDING CODE, ADOPTED EDITION, AND THE LOCAL GOVERNING CODE, LATEST EDITIONS, AND ALL REQUIREMENTS SPECIFIED IN THE CODES SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR OR SHOWN ON THE DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWING MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE

REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE.

2. PRIOR TO SUBMITTING PROPOSAL, VERIFY ALL CONDITIONS GOVERNING OR AFFECTING THE STRUCTURAL WORK. OBTAIN AND VERIFY ALL DIMENSIONS TO ENSURE THE PROPER FIT AND LOCATION OF THE STRUCTURAL WORK, TAKE ADDITIONAL DIMENSIONS AS REQUIRED, REPORT TO THE ENGINEER ANY AND ALL CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE WORK, FAMILIARIZE YOURSELF WITH THE ACTUAL CONDITIONS OF

THE STRUCTURAL WORK, ACCESS TO THE SITE, AVAILABLE STORAGE SPACE, FACILITIES AND

OBSTRUCTIONS THAT MAY BE ENCOUNTERED DURING THE PROGRESS OF WORK.

3. CONTRACTOR TO FURNISH ALL NECESSARY LABOR, MATERIAL, EQUIPMENT AND FACILITIES TO FURNISH, FABRICATE AND PERFORM THE REQUIRED STRUCTURAL WORK.

4. ALL WORK SHOWN ON THESE DRAWINGS MAY BE CHECKED BY AN INDEPENDENT TESTING AGENCY RETAINED BY OWNER TO ENSURE COMPLIANCE WITH THE REQUIREMENTS SHOWN ON THE DRAWINGS. THE

CONTRACTOR SHALL PROVIDE ACCESS AS REQUIRED FOR TESTING PURPOSES.

5. CONTRACTOR SHALL MAKE ALL NECESSARY FIELD VISITS FOR INSPECTION, MEASUREMENTS AND

VERIFICATION OF EXISTING CONDITION OF BUILDING.

6. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AND SPECIFICATIONS.

SHOULD CONFLICTS EXIST BETWEEN THE DRAWINGS, SPECIFICATION, AND/OR THE GENERAL STRUCTURAL

NOTES, THE STRICTEST PROVISION AS DETERMINED BY THE ENGINEER SHALL GOVERN.

7. THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE, AND TO ENSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES THE ADDITION OF TEMPORARY BRACING, GUYS AND/OR TIE-DOWNS AS NECESSARY. SUCH MATERIAL SHALL REMAIN THE CONTRACTOR'S PROPERTY AFTER COMPLETION OF THE

PROJECT.

8. WORK THE STRUCTURAL DRAWINGS IN CONJUNCTION WITH THE ARCHITECTURAL, MECHANICAL, SITE AND

ELECTRICAL DRAWINGS.

9. USE OF ENGINEERING DRAWINGS AS ERECTION DRAWINGS BY THE CONTRACTOR IS STRICTLY PROHIBITED.

SITE PREPARATION

1. AT THE START OF EARTHWORK OPERATIONS, ALL SURFACE VEGETATION SHALL BE CLEARED AND THE EXISTING TOPSOIL AND ANY OTHER ORGANIC SOILS SHALL BE REMOVED IN THEIR ENTIRETY FROM BELOW THE PROPOSED BUILDING AND PAVEMENT AREAS. EXISTING RANDOM CONCRETE AND OTHER DEBRIS SHALL

BE REMOVED FROM WITHIN THE BUILDING AREA.

2. THE SUB-GRADE SHOULD BE THOROUGHLY PROOF-ROLLED WITH A HEAVY RUBBER-TIRED VEHICLE SUCH AS A LOADED SCRAPER OR LOADED DUMP TRUCK. ANY AREAS THAT EXHIBIT EXCESSIVE PUMPING AND YIELDING DURING PROOF-ROLLING SHOULD BE STABILIZED BY AERATION, DRYING AND COMPACTION IF WEATHER CONDITIONS ARE FAVORABLE, OR REMOVAL AND REPLACEMENT WITH ENGINEERED FILL.

3. ALL EXCAVATIONS ARE SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE, WHO SHALL BE CONSULTED WHEN POOR SOIL, WATER, OBSTRUCTIONS, PIPING, EXISTING FOOTINGS, EXCAVATIONS, ETC., ARE ENCOUNTERED.

9. CONTRACTOR SHALL FURNISH ALL REQUIRED DEWATERING EQUIPMENT TO MAINTAIN A DRY EXCAVATION UNTIL

BACKFILL IS COMPLETE.

BACKFILLING

1. MATERIAL FOR BACKFILL OR ENGINEERED FILL REQUIRED TO ACHIEVE DESIGN GRADES SHOULD CONSIST OF NON-ORGANIC SOILS. THE ON-SITE SOILS THAT ARE FREE OF ORGANIC MATTER AND DEBRIS MAY BE USED FOR

ENGINEERED FILL WITH ENGINEER'S APPROVAL.

2. BACKFILL MATERIAL SHALL BE COMPACTED TO 95% OF ITS' MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR METHODS (ASTM D1557), IN LIFTS NOT EXCEEDING 12-INCHES IN LOOSE THICKNESS.

3. FROZEN MATERIAL SHALL NOT BE USED AS FILL, NOR SHALL FILL BE PLACED ON FROZEN SUB-GRADE.

4. DO NOT PLACE BACKFILL AGAINST FOUNDATION WALLS UNTIL BASEMENT FLOOR LEVEL AND FIRST FLOOR LEVEL SLABS ARE IN PLACE AND HAVE REACHED 75% OF THEIR SPECIFIED DESIGN STRENGTH. SHORE AND BRACE WALLS AS REQUIRED IF BACKFILLING OPERATIONS ARE TO BE CARRIED OUT PRIOR TO PLACEMENT OF

FLOOR SLABS.

5. PLACE BACKFILL AGAINST BOTH SIDES OF GRADE BEAMS AND FOUNDATIONS AT EQUAL ELEVATIONS OF FILL, EXCEPT AS SHOWN ON THE DRAWINGS.

6. CRUSHED SLAG USED AS BACKFILL SHALL BE AGED, ENVIRONMENTALLY-SAFE PROCESSED BLAST FURNACE

SLAG.

STRUCTURAL STEEL

1. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING ASTM SPECIFICATION:

* WIDE FLANGE AND WT SHAPES - A992

* HSS RECT. - A500 GRADE B (fy = 46 KSI)

* HSS ROUND - A500 GRADE B (fy = 42 KSI)

* PIPE - A53 GRADE B (fy = 35 KSI)

* HP SHAPES - A572 GR. 50

* ALL OTHER SHAPES AND PLATES - A36

2. THE FABRICATOR/ERECTOR SHALL SUBMIT TO THE ENGINEER FOR REVIEW, ENGINEERED AND CHECKED DRAWINGS SHOWING SHOP FABRICATION DETAILS, FIELD ASSEMBLY DETAILS AND ERECTION DIAGRAMS FOR

ALL STRUCTURAL STEEL.

3. BEAM CONNECTIONS SHALL BE STANDARD TWO ANGLE WEB CONNECTIONS CAPABLE OF SUPPORTING 50% OF THE ALLOWABLE UNIFORM LOAD FROM THE ALLOWABLE LOADS ON BEAM TABLES IN THE AISC CODE, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS.

4. ALL CONNECTIONS NOT SPECIFICALLY DETAILED, SHALL BE DESIGNED AND DETAILED BY THE FABRICATOR.

DETAILING SHALL BE PERFORMED USING RATIONAL ENGINEERING DESIGN AND STANDARD PRACTICE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THE GENERAL DETAILS SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY AND DO NOT INDICATE THE REQUIRED NUMBER OF BOLTS OR WELD SIZES, UNLESS

SPECIFICALLY NOTED.

5. ALL CONNECTIONS SHALL BE SHOP WELDED IN ACCORDANCE WITH LATEST AWS SPECIFICATION USING E7OXX ELECTRODES AND FIELD BOLTED WITH ASTM A325 OR A490 BOLTS. ALL A325 AND A490 BOLTS ARE TO BE INSTALLED IN ACCORDANCE WITH THE LATEST "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH

STRENGTH BOLTS."

6. EXCEPT AS NOTED ON THE DRAWINGS, STRUCTURAL STEEL BOLTS SHALL BE ASTM A325, 3/4" DIAMETER. ALL VERTICAL BOLTS ARE TO BE INSTALLED "HEAD UP" UNLESS SPECIFICALLY NOTED. IF A BOLT CANNOT BE INSTALLED "HEAD UP", THE THREAD IS TO BE "SPOILED" AFTER THE BOLT HAS BEEN PROPERLY TIGHTENED

AND THEN INSPECTED BY THE TESTING AGENCY.

7. HIGH STRENGTH BOLT INSTALLATION SHALL CONFORM TO THE REQUIREMENTS OF AISC AND THE "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS." PROVIDE FULLY PRETENSIONED JOINTS AT CONNECTIONS OF BRACING, WHERE BOLTS ARE IN TENSION, ARE SUBJECT TO LOAD REVERSALS OR FATIGUE, AND AT MOMENT CONNECTIONS. PROVIDE SLIP-CRITICAL JOINTS AT CONNECTIONS SUBJECT TO FATIGUE AND LOAD REVERSALS, OVERSIZED HOLES, SLOTTED HOLES AND WHERE SLIP AT THE FAYING SURFACES WOULD BE DETRIMENTAL TO THE PERFORMANCE OF THE STRUCTURE. ALL OTHER CONNECTIONS

MAY HAVE SNUG-TIGHTENED CONNECTIONS UNLESS OTHERWISE NOTED.

8. ALL SIMPLE SHEAR CONNECTIONS SHALL BE CAPABLE OF END ROTATION PER THE REQUIREMENTS OF THE

AISC 360 SECTION J1.2.

9. ALL ANCHOR RODS SHALL CONFORM TO ASTM F1554 GR. 36.

10. CONTRACTOR SHALL REFERENCE ARCHITECTURAL DRAWINGS FOR MISC. SHAPES AND PLATES WHICH SHALL BE SHOP-WELDED TO THE STRUCTURAL FRAMING SECTIONS TO MINIMIZE FIELD WELDING.

11. ALL FLOOR AND ROOF OPENINGS, UNLESS OTHERWISE NOTED, ARE TO BE FRAMED WITH L5X3X1/4 (LLV).

VERIFY SIZE AND LOCATION OF ALL OPENINGS WITH THE TRADE INVOLVED.

12. PROVIDE L4X4X1/4 SEATS AT COLUMN WEBS, WHERE REQUIRED FOR SUPPORT OF ROOF AND FLOOR DECKS.

13. ALL BEAMS SHALL BE FABRICATED WITH THE NATURAL CAMBER UP. PROVIDE CAMBERS AS INDICATED ON

THE DRAWINGS.

14. ALL STIFFENER PLATES AND BEARING STIFFENERS ARE TO BE PROVIDED IN PAIRS.

15. SHEAR CONNECTORS SHALL BE MANUFACTURED BY NELSON STUD WELDING, DIV. OR ENGINEER APPROVED

SUBSTITUTE, AND WELDED PER MANUFACTURER'S WRITTEN INSTRUCTIONS.

16. ALL STEEL TO RECEIVE ONE SHOP COAT OF PAINT. OMIT PAINT AT HOLES FOR SLIP CRITICAL-TYPE CONNECTIONS, AT STRUCTURAL STEEL TO BE FIREPROOFED, ENCASED OR IN CONTACT WITH CONCRETE, AND ON TOP FLANGE OF BEAMS RECEIVING SHEAR CONNECTORS.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONTROL OF ALL ERECTION PROCEDURES AND

SEQUENCES WITH RELATION TO TEMPERATURE DIFFERENTIALS, ESPECIALLY WITH RESPECT TO

STRUCTURAL STEEL FRAMING INTO CONCRETE WALLS, BEAMS OR COLUMNS.

18. PROVIDE TEMPORARY BRACING AS REQUIRED TO ENSURE STABILITY OF THE STRUCTURE UNDER FULL DESIGN LOADS UNTIL THE PERMANENT BRACING IS IN PLACE. CONTRACTOR SHALL PROVIDE NECESSARY

SHORING WHERE REQUIRED DURING CONSTRUCTION.

19. SHOP AND FIELD TESTING OF WELDS AND OR BOLTS SHALL BE AS FOLLOWS:

A. ALL WELDS SHALL BE VISUALLY INSPECTED. 5% AT RANDOM SHALL BE MEASURED.

B. FILLET WELDS FOR BEAM AND GIRDER SHEAR CONNECTION PLATES (10% AT RANDOM) SHALL BE

CHECKED BY MAGNETIC PARTICLE IN ACCORDANCE WITH ASTM E709 FOR FINAL PASS ONLY.

C. ULTRASONICALLY TEST 100% OF ALL FULL-PENETRATION WELDS IN ACCORDANCE WITH AWS D1.1 -

SECTION, PART 'F', “ULTRASONIC TESTING (UT) OF GROOVE WELDS”.

D. CHECK BY CALIBRATED TORQUE WRENCH, 25% OF BOLTS IN EACH FULLY PRETENSIONED CONNECTION

JOINT OR SLIP-CRITICAL CONNECTION JOINT, BUT NOT LESS THAN TWO (2) BOLTS PER CONNECTION.

E. ULTRASONICALLY TEST 100 % OF ALL PARTIAL-PENETRATION COLUMN SPLICE WELDS IN ACCORDANCE

WITH AWS D1.1 - SECTION, PART 'F', “ULTRASONIC TESTING (UT) OF GROOVE WELDS”.

F. CHECK 100% OF CONTINUITY PLATE FILLET WELDS BY MAGNETIC PARTICLE ON LAST LAYERS IN

ACCORDANCE WITH ASTM E709.

G. THE OWNER'S TESTING AGENCY SHALL PERFORM ALL SHOP AND FIELD INSPECTION AND TESTING AS

OUTLINED ABOVE.

H. THE STRUCTURAL STEEL FABRICATOR AND ERECTOR SHALL SCHEDULE ALL WORK TO ALLOW THE

ABOVE TESTING REQUIREMENTS TO BE COMPLETED.

20. STRUCTURAL STEEL SHALL NOT BE ALTERED IN THE FIELD FROM THAT SHOWN ON THE DESIGN DRAWINGS.

MISMATCHED HOLES SHALL BE REAMED TO LARGER DIAMETER AND PROPERLY SIZED BOLTS AND WASHERS USED FOR FINAL HOLE SIZE. CUTTING, BURNING OR WELDING NOT SHOWN ON DESIGN DRAWINGS SHALL NOT

BE PERFORMED WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ENGINEER.

21. ALL STRUCTURAL STEEL SHALL BE DETAILED, SHOP PRIME PAINTED OR HOT-DIPPED GALVANIZED, PIECE MARKED, FURNISHED, FABRICATED AND ERECTED ACCORDING TO THE AISC "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS", LATEST EDITION AND TO THE AISC "CODE OF STANDARD PRACTICE".

HOT DIP GALVANIZED FINISH FOR ALL STEEL MEMBERS EXPOSED TO THE WEATHER.

22. NON-SHRINK GROUT SHALL CONFORM TO "CORPS OF ENGINEERS SPECIFICATION FOR NON-SHRINK GROUT", CRD-C 621-LATEST EDITION. GROUT SHALL BE PREMIXED, NON-SHRINK, NON-CATALYZED NATURAL AGGREGATE GROUT FOR: (1) COLUMN LEVELING PLATES, WHICH ARE NOT BOLTED DOWN BEFORE COLUMN ERECTION, (2) ITEMS SET INTO CONCRETE BLOCKOUTS, DEPRESSIONS, OR TOPPINGS, AND (3) OTHER STRUCTURAL LOAD BEARING APPLICATIONS. THE SEVEN-DAY COMPRESSIVE FOR THE SPECIFIED CONSISTENCY SHALL BE AT LEAST, 7,000 PSI PLASTIC, 6,000 PSI FLOWABLE, AND 5,000 PSI FLUID

CONSISTENCY.

CAST-IN-PLACE CONCRETE

1. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF ACI 301- LATEST ADOPTED EDITION, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING", EXCEPT AS MODIFIED BY STRUCTURAL

REQUIREMENTS NOTED ON THE DRAWINGS.

2. ALL CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE STRENGTH (f 'c) OF 4000 psi.

3. ALL EXTERIOR CONCRETE INCLUDING WALLS SHALL BE AIR-ENTRAINED 5% +/- 1%.

4. ALL EXTERIOR CONCRETE EXPOSED TO WEATHER SHALL HAVE A MAXIMUM WATER TO CEMENT RATIO OF (W/C) 0.45.

5. UNLESS NOTED OTHERWISE, MINIMUM CONCRETE COVER SHALL BE:

CONCRETE CAST AGAINST EARTH 3-INCHES

CONCRETE EXPOSED TO EARTH OR WEATHER 2-INCHES

CONCRETE NOT EXPOSED TO EARTH OR WEATHER 3/4-INCHES

6. ALL REINFORCING SHALL BE DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60 (fy = 60,000 psi)

7. WELDED WIRE FABRIC SHALL BE FURNISHED IN FLAT SHEETS AND SHALL CONFORM TO ASTM A185 (FY = 75 KSI)

AND HAVE A MINIMUM SIDE AND END LAP OF 8 INCHES.

8. THE CONTRACTOR SHALL SUBMIT THE CONCRETE MIX DESIGN(S) TO THE ENGINEER FOR REVIEW. PROPORTION MIX DESIGNS AS DEFINED IN ACI 301 SECTION 4. THE SUBMITTAL SHALL INCLUDE AS A MINIMUM CEMENT TYPE AND SOURCE, CEMENT CUBE STRENGTH, AGGREGATE GRADATIONS, WATER TESTS, AD-MIXTURE CATALOG INFORMATION AND CYLINDER STRENGTH TEST RESULTS FOR THE CONCRETE. THE MIX DESIGN HISTORICAL

RESULTS SHALL ALSO BE SUBMITTED IF APPROPRIATE.

9. ALL REINFORCEMENT TO BE DETAILED, FABRICATED AND ERECTED ACCORDING TO THE ACI STANDARDS:

"DETAILS AND DETAILING OF CONCRETE REINFORCEMENT", ACI 315 - LATEST REVISION AND "MANUAL OF ENGINEERING AND PLACING DRAWINGS FOR REINFORCED CONCRETE STRUCTURES", ACI 315R - LATEST

EDITION.

10. THE CONTRACTOR SHALL PREPARE AND SUBMIT REINFORCEMENT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. THE SHOP DRAWINGS SHALL CLEARLY SHOW ALL REINFORCEMENT LENGTHS AND BENDS, LOCATIONS OF ALL BARS, VIBRATION AND CONSTRUCTION JOINTS. THE DRAWINGS SHALL ALSO INDICATE ALL OPENINGS, SLEEVES, CURBS AND CONCRETE DIMENSIONS IN ACCORDANCE WITH ACI 315.

11. LAPS, ANCHORAGES AND SPLICES SHALL COMPLY WITH THE REQUIREMENTS OF ACI 318-LATEST EDITION, CHAPTER 25. LOCATIONS AND SPLICES SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION JOINT LOCATIONS, DETAILS AND AS SHOWN ON THE REINFORCING STEEL SHOP DRAWINGS.

12. PROVIDE DOWELS OF SAME SIZE AND SPACING AS VERTICAL REINFORCEMENT AT ALL COLUMNS AND WALLS.

13. UNLESS OTHERWISE SHOWN OR NOTED, AS A MINIMUM, PROVIDE TWO #5 BARS (ONE EACH FACE) AROUND UNFRAMED OPENINGS IN SLABS AND WALLS. PLACE BARS PARALLEL TO SIDES OF OPENINGS AND EXTEND

THEM 24 INCHES BEYOND CORNERS.

14. HORIZONTAL WALL REINFORCEMENT SHALL BE CONTINUOUS WITH LAPS COMPLYING WITH THE REQUIREMENTS OF ACI 318-LATEST EDITION CHAPTER 25. UNLESS DETAILED OTHERWISE. CORNER BARS SHALL BE PROVIDED AT ALL CHANGE IN WALL DIRECTIONS AND SHALL BE OF THE SAME SIZE AND SPACING AS THE HORIZONTAL STEEL. EACH CORNER BAR LEG TO PROVIDE A LAP COMPLYING WITH THE REQUIREMENTS OF ACI 318-LATEST EDITION CHAPTER 25. SPLICE UNLESS DETAILED OTHERWISE. EXTEND ALL HORIZONTAL WALLS REINFORCING

THROUGH PIERS.

15. ALL CONSTRUCTION JOINTS SHALL BE FURNISHED WITH KEYWAY CENTERED ON MEMBERS. WHERE THE SIZE OF KEY IS NOT SHOWN ON THE DRAWINGS, THE KEY DEPTH SHALL BE 10% OF THE CROSS SECTION DIMENSION OF

THE MEMBER - MINIMUM 3/4".

16. ANCHOR BOLTS (FURNISHED BY STRUCTURAL STEEL CONTRACTOR) SHALL BE SET USING A TEMPLATE TO WITHIN 1/8" TOLERANCE IN ANY PLAN DIRECTION IN PIERS, FOOTINGS AND FOUNDATION WALLS, WITH THE

MINIMUM PROJECTION AND EMBEDMENT LENGTHS AS INDICATED ON THE DRAWINGS.

17. PROVIDE 3/4" CHAMFER STRIP AT ALL EXPOSED CORNERS OF CONCRETE WALLS AND PIERS.

18. LOCATE ALL SLEEVES, OPENINGS, EMBEDDED ITEMS, ETC., AS INDICATED ON THE DRAWINGS. THE CONCRETE CONTRACTOR SHALL CHECK WITH ALL OTHER TRADES TO MAKE SURE THE SLEEVES, OPENINGS AND EMBEDDED ITEMS THAT ARE TO BE PROVIDED AND SET BY THEM ARE IN PLACE PRIOR TO PLACING OF

CONCRETE IN THE AREA INVOLVED.

19. ALL INTERIOR SLABS ON GRADE SHALL BE PLACED ON A VAPOR BARRIER WITH A MINIMUM OF 4-INCHES CLEAN SAND. MINIMUM REINFORCEMENT SHALL BE IN ACCORDANCE WITH ENGINEERING DATA REPORT CRSI NUMBER 37, "REINFORCING STEEL IN SLAB ON GRADE" OR AS DETAILED. ALL EXTERIOR SLABS ON GRADE SHALL BE PLACED ON A MINIMUM OF 4-INCHES CLEAN SAND. MINIMUM REINFORCEMENT SHALL BE IN ACCORDANCE WITH

ACI 318 SECTION 24.4 - SHRINKAGE AND TEMPERATURE REINFORCEMENT, OR AS DETAILED.

20. CONTRACTORS SHALL OBTAIN APPROVAL FROM THE ENGINEER, PRIOR TO PLACING OPENINGS OR SLEEVES, NOT SHOWN ON THE DRAWINGS, THROUGH ANY STRUCTURAL MEMBERS, ROOF, WALLS OR FOUNDATIONS.

REVIEW ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR BASES, OPENINGS, SLEEVES, ANCHORS, INSERTS, CONDUITS, RECESSES AND OTHER DEVICES IN CONCRETE WORK BEFORE CASTING

CONCRETE.

21. PROVIDE POCKETS OR RECESSES IN CONCRETE WORK FOR STEEL COLUMNS AND BEAMS AS REQUIRED AND / OR AS CALLED FOR IN THE SPECIFICATIONS EVEN IF NOT SHOWN ON THE DRAWINGS. PROVIDE CONCRETE FILL

AFTER STEEL ERECTION TO SEAL OPENINGS.

22. REFER TO ARCHITECTURAL DRAWINGS FOR SLAB RECESSES AND/OR FLOOR FINISH MATERIALS.

23. WELDING OF REINFORCING STEEL IS PROHIBITED UNLESS SPECIFICALLY DETAILED. WELDING SHALL CONFORM

TO AWS D1.4 SPECIFICATION, LATEST EDITION.

24. CONCRETE CONTRACTOR SHALL INCLUDE IN HIS ESTIMATE ADDITIONAL CONCRETE QUANTITY AS REQUIRED TO COMPENSATE FOR DEFLECTIONS OF METAL DECK AND TO PROVIDE A LEVEL CONCRETE SURFACE. REFER TO

STRUCTURAL STEEL AND METAL DECK NOTES FOR ADDITIONAL CONSIDERATIONS.

25. THE CONCRETE SHALL BE THOROUGHLY COMPACTED BY VIBRATION SUPPLEMENTED BY SPADING, PUDDLING OR AGITATION, TO PREVENT HONEYCOMBING AND TO ENSURE THE ELIMINATION OF VOIDS. VIBRATION MUST BE DIRECT ACTION IN THE CONCRETE AND NOT AGAINST FORMS OR REINFORCEMENT. HONEYCOMBING, VOIDS

AND LARGE AIR POCKETS WILL NOT BE ACCEPTABLE.

26. LOCATIONS OF CONTRACTION JOINTS ARE SHOWN ON THE PLAN DRAWING. THE JOINTS SHOWN MAY SERVE AS CONSTRUCTION JOINTS IF CONVENIENT FOR THE CONSTRUCTION SEQUENCE. THE LOCATION OF ANY ADDITIONAL CONSTRUCTION JOINTS PROPOSED BY THE CONTRACTOR SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER. ALL CONCRETE SLABS AND WALLS WITH CONSTRUCTION JOINTS SHALL BE PLACED PER ACI 302.1R.

27. THE USE OF WATER-SOLUBLE CHLORIDE ION SHALL NOT BE USED UNLESS APPROVED BY THE ENGINEER. AS AN ALTERNATIVE TO THE ABOVE, THE CONTRACTOR MAY SUBMIT A CONCRETE MIX DESIGN FOR APPROVAL TWO WEEKS PRIOR TO PLACING ANY CONCRETE. THE ALTERNATE MIX DESIGN SHALL BE REVIEWED FOR

CONFORMANCE TO '02 UBC.

FOOTINGS & FOUNDATIONS

1. CONTRACTOR SHALL VERIFY ALL CONDITIONS, INCLUDING UNDERGROUND UTILITIES, AND FIELD

MEASUREMENTS AT JOB SITE AND REPORT ANY DISCREPANCIES TO THE ENGINEER.

2. PROVIDE ALL NECESSARY SHEETING, SHORING, BRACING, ETC. AS REQUIRED FOR EXCAVATIONS TO

PROTECT SIDES OF EXCAVATIONS AND ADJACENT STRUCTURES.

3. CONTRACTOR SHALL COMPLY FULLY WITH THE REQUIREMENTS OF MIOSHA, OTHER REGULATORY AGENCIES

AND THE OWNER'S SITE-SPECIFIC SAFETY PLAN AND REGULATIONS FOR SAFETY PROVISIONS.

4. BOTTOM OF FOOTING ELEVATIONS NOTED ON PLAN ARE MINIMUM ELEVATIONS. IN ALL CASES, FOOTINGS ARE TO BEAR ON UNDISTURBED NATURAL SOILS OR ENGINEERED FILL HAVING AN ASSUMED MINIMUM

GROSS ALLOWABLE BEARING CAPACITY OF 2000 PSF.

5. FOOTINGS SHALL BE CENTERED UNDER COLUMNS AND WALLS UNLESS SPECIFICALLY DETAILED OTHERWISE

ON THE DRAWINGS.

6. NO FOOTINGS OR SLABS SHALL BE PLACED ON OR AGAINST SUB-GRADE CONTAINING FREE WATER, FROST OR ICE. SHOULD WATER OR FROST, HOWEVER SLIGHT, ENTER A FOOTING EXCAVATION AFTER SUB-GRADE APPROVAL, THE SUB-GRADE SHALL BE RE-INSPECTED BY THE TESTING LABORATORY AFTER REMOVAL OF

WATER OR FROST.

7. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY MEASURES TO PREVENT ANY FROST OR ICE FROM PENETRATING ANY FOOTING OR SLAB SUB-GRADE BEFORE AND AFTER PLACING OF CONCRETE UNTIL THE

CONCRETE HAS REACHED ITS' DESIGN STRENGTH.

8. ALL FOUNDATION BEARING SOILS SHALL BE INSPECTED BY A QUALIFIED GEOTECHNICAL ENGINEER. THE TESTING SHALL INCLUDE, BUT NOT BE LIMITED TO, IDENTIFICATION OF SOILS AT AND BELOW THE

FOUNDATION BEARING LEVEL, AND THE ALLOWABLE BEARING CAPACITY.

FABRICATION AND ERECTION

1. ALL STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH AISC 303-10

“CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES”.

2. ALL HOLES SHALL BE DRILLED OR PUNCHED. NO BURNING OF HOLES WILL BE PERMITTED. SLOTTED HOLES

MUST HAVE STRAIGHT AND SMOOTH SIDES.

3. HOLES SHALL BE SIZED SUCH THAT THEY ARE 116"LARGER IN DIAMETER THAN THE SPECIFIED FASTENER.

4. ALL STRUCTURAL MATERIAL INCLUDING BEAMS, ANGLES AND PLATES TO BE FIELD MEASURED AND FIELD

FABRICATED.

5. IN PLANNING THE METHOD OF ERECTION AND DISTRIBUTION OF MATERIAL BEFORE AND DURING ERECTION, THE CONTRACTOR SHALL MAKE FULL ALLOWANCE FOR ANY OBSTRUCTIONS ENCOUNTERED WHICH MAY RESULT

FROM WORK PERFORMED BY OTHER TRADES, AS WELL AS THE OPERATIONS OF THE OWNER.

6. IT SHALL BE UNDERSTOOD THAT THERE WILL BE NO EXTRA CHARGE BY THE CONTRACTOR ON ACCOUNT OF

ANY OBSTRUCTIONS NOW ON THE SITE OF THE BUILDING.

7. FURNISH AND INSTALL ANY AND ALL NECESSARY TEMPORARY BRACING TO SQUARE AND PLUMB UP ALL WORK, AS REQUIRED, BEFORE BOLTING OR WELDING.

8. IN CASES WHERE MEMBERS DO NOT FIT OR HOLES DO NOT MATCH, THE HOLES SHALL BE REAMED OUT AND THE NEXT LARGER SIZE BOLT INSERTED. IF THE CONNECTION REQUIRES NEW HOLES, THEN NEW HOLES SHALL BE DRILLED. NO SUCH CORRECTIONS SHALL BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER'S RESIDENT

ENGINEER. BURNING OF HOLES IS STRICTLY PROHIBITED.

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE CAUSED BY THE ERECTION OF STRUCTURAL STEEL AS HEREIN SPECIFIED. THE CONTRACTOR SHALL REIMBURSE THE OWNER ACTUAL COST OF REPAIR AND

OR REPLACEMENT.

10. THE CONTRACTOR SHALL BE RESPONSIBLE TO REMOVE/DEMOLISH AND PROPERLY DISPOSE OF EXISTING

STEEL, AS REQUIRED FOR THE INSTALLATION OF NEW STEEL.

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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2025

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FABRICATION AND ERECTION (CONT.)

11. CONTRACTOR IS RESPONSIBLE TO DESIGN, PROVIDE AND INSTALL NECESSARY SHORING DURING DEMOLITION AND REPLACEMENT OF STRUCTURAL STEEL. THE SHORING PLAN SHALL BE DESIGNED AND SEALED BY A

PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF MICHIGAN.

12. TEMPORARILY SUPPORT ALL EXISTING UTILITIES IN WORK AREA AS REQUIRED TO COMPLETE SCOPE-OF-WORK

ITEMS.

13. PRIOR TO THE COMPLETION OF THE SCOPE OF WORK, INSTALL PERMANENT SUPPORTS TO ALL EXISTING

UTILITIES AFFECTED BY WORK AREA AS REQUIRED TO THE SATISFACTION OF THE OWNER.

HANDLING OF STEEL

1. WHEN THE STRUCTURAL STEEL IS DELIVERED, IT SHALL BE STACKED OFF THE GROUND. CARE SHALL BE TAKEN IN HANDLING AND STACKING THE MEMBERS TO PREVENT BUCKLING, KINKING OR DISTORTION. RAIL AND CARRIER SHIPMENTS SHALL HAVE SUFFICIENT AND SATISFACTORY DUNNAGE TO PREVENT DAMAGE IN TRANSIT.

2. MEMBERS WHICH ARE BENT IN FABRICATION OR IN HANDLING SHALL BE STRAIGHTENED OR REPLACED BEFORE

ERECTION.

3. ALL DIRT, MUD AND DEBRIS SHALL BE CLEANED FROM STEEL BEFORE ERECTION.

WELDING

1. WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING SOCIETY AWS D1.1 - LATEST ADOPTION

"STRUCTURAL WELDING CODE-STEEL".

2. FILLER METAL FOR WELDING SHALL BE IN ACCORDANCE WITH SECTION 3, TABLE 3.1., OF THE AWS D1.1

"STRUCTURAL WELDING CODE - STEEL”.

3. ALL WELDED JOINTS SHALL BE MADE USING PRE-QUALIFIED WELDS OR QUALIFIED PER SECTION 4 OF THE AWS D1.1 "STRUCTURAL WELDING…