OCS - Bid Pack 2 - Secured Vestibule - Drawings.pdf

PDF 4 MB Posted

Attached to
Secured Entrance Bid
Solicitation number
RFP-ONE-250000001945-1
Issued by
Monroe County, Michigan

About this file

These architectural and engineering drawings detail the Onekama Consolidated Schools 2024 Bond Project - Bid Pack #2 for a Secured Entry renovation located at 5016 Main St. in Onekama, Michigan 49675. The project involves a comprehensive secured entry upgrade, including architectural modifications, mechanical systems adjustments, and electrical system updates to enhance school security. The drawings, prepared by Spicer Group and dated March 5, 2025, provide detailed plans for demolition, new construction, mechanical, and electrical work focused on creating a secure vestibule entrance with access control features such as electric strikes, fob readers, and ballistic-rated glazing.

The project appears to be funded through a school bond and includes specific design elements like a 1-hour rated secured entry storefront system, Level III ballistic glazing, electric strike doors for remote entry authorization, and integration of existing building systems. The drawings indicate an additive alternate (Add Alt #1) that includes additional security features like storefront framing with security film and specialized door and window configurations. The comprehensive set of plans covers floor plans, reflected ceiling plans, mechanical and electrical layouts, sections, elevations, door schedules, and technical specifications to guide the renovation of the school's entry point with a focus on safety and controlled access.

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Text version

C

SAGINAW OFFICE

CHECKED BY

APPROVED BY

FILE NO.

C

230 S. Washington Ave.

Saginaw, MI 48607 Tel. 989-754-4717 Fax. 989-754-4440 www.SpicerGroup.com2025

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A M - T ag g, Ed wa rd L.

SHEET OF

DESIGNED BY

DRAWN BY

DATE

E-1525

PROJECT NO.

136268SG2024

DWM

DWM

MARCH 5, 2025

SHEET TITLE

ONEKAMA

CONSOLIDATED SCHOOLS

2024 BOND PROJECT

THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY

THE ARCITECT/ ENGINEER FOR THIS SPECIFIC APPLICATION AND

SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE WITH

THE CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS

DONE. THE ARCHITECT/ENGINEER DOES NOT GUARANTEE AND

WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION,

DESIGN OR PURPOSE.

SEAL

DRAWING LOG

DATE BY DESCRIPTION

PROJECT TITLE

BID PACK #2

SECURED ENTRY

3/5/25 90% QAQC REVIEW

3/5/25 ISSUED FOR BIDDING

ONEKAMA CONSOLIDATED SCHOOLS

2024 BOND PROJECT - BID PACK #2

SECURED ENTRY

5016 MAIN ST.

ONEKAMA, MI. 49675

GENERAL NOTES

THE CONTRACTOR SHALL CALL "MISS DIG", TELEPHONE 811, A MINIMUM OF 3 WORKING DAYS PRIOR TO STARTING ANY CONSTRUCTION ON THIS PROJECT. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING UTILITY OWNERS WHO MAY NOT BE A PART OF THE "MISS DIG" SYSTEM.

THE EXISTING UTILITIES ON THESE DRAWINGS HAVE BEEN SHOWN ACCORDING TO THE BEST AVAILABLE INFORMATION. CONTRACTOR SHALL FIELD LOCATE ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION

AND SHALL NOTIFY THE ENGINEER AS TO WHERE POSSIBLE CONFLICT EXISTS.

ALL PRODUCTS SHALL BE MANUFACTURER'S BEST BRAND OR GRADE AND INSTALLED AS PER

MANUFACTURER'S RECOMMENDATIONS.

ALL WORK SHALL BE GUARANTEED FOR A MINIMUM OF ONE YEAR FROM THE DATE OF FINAL PAYMENT.

CONSTRUCT ALL MATERIALS STRAIGHT, PLUMB, AND LEVEL UNLESS SPECIFICALLY NOTED OR INDICATED

OTHERWISE.

ALL WORK SHALL BE INSTALLED IN CONFORMANCE WITH FEDERAL, STATE, AND LOCAL - CODES, RULES, AND

REGULATIONS.

ALL MATERIALS SHALL BE INSTALLED IN CONFORMANCE WITH INDUSTRY STANDARDS AND THE

ASSOCIATION THAT PERTAINS TO THE PARTICULAR PRODUCT. FOR EXAMPLE, AISC - AMERICAN INSTITUTE

FOR STEEL CONSTRUCTION. USE THE MOST CURRENT EDITION WHEN REFERRING TO INDUSTRY

STANDARDS.

SITE PROTECTION: THE CONTRACTOR WILL BE RESPONSIBLE FOR PROTECTING ANY AND ALL ADJACENT EXISTING STRUCTURES AND UTILITIES DURING CONSTRUCTION. ANY DAMAGE INCURRED DURING CONSTRUCTION SHALL, AT A MINIMUM, BE RESTORED TO A STATE EQUAL TO ITS PRE-CONSTRUCTION STATE

AT THE CONTRACTORS EXPENSE.

SITE RESTORATION: ALL DISTURBED AREAS SHALL BE RESTORED AS NOTED ON THE PLANS AND IN ACCORDANCE WITH THE SPECIFICATIONS. ALL SEEDED AREAS SHALL RECEIVE A MINIMUM OF 3 INCHES OF TOPSOIL UNLESS OTHERWISE NOTED. THE RESTORED AREAS SHALL BE MAINTAINED UNTIL VEGETATION IS WELL ESTABLISHED. ANY AREAS DISTURBED FOR ANY REASON PRIOR TO FINAL ACCEPTANCE OF THE

PROJECT WILL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

PROJECT SITE

PLAN INDEX

FILE NO. DESCRIPTION DWG # SHT #

E-1525- 01 COVER SHEET T1.0 1

E-1525- 02 REFERENCE SHEET T2.0 2

E-1525- 03 DEMOLITION FLOOR PLAN AND REFLECTED CEILING PLANS D1.0 3

E-1525- 04 PROPOSED FLOOR AND REFLECTED CEILING PLANS A1.0 4

E-1525- 05 SECTIONS / ELEVATIONS, DOOR SCHEDULE AND DETAILS A1.1 5

E-1525- 06 CASEWORK PLAN, ELEVATIONS AND SECTIONS A1.2 6

E-1525- 07 MECHANICAL FLOOR PLANS M1.0 7

E-1525- 08 ELECTRICAL FLOOR PLANS AND NOTES E1.0 8

N

AREA MAP

NOT TO SCALE

MANISTEE

COUNTY

North

PROJECT INFORMATION:

CONSTRUCTION TYPE:TYPE I

USE GROUP E: EDUCATION

CODES

CONSTRUCTION TYPE: TYPE 1

USE GROUP E: EDUCATION

CODES:

2015 MICHIGAN BUILDING CODE

2015 MICHIGAN MECHANICAL CODE

2017 NATIONAL ELECTRIC CODE

2012 NFPA

MICHIGAN BARRIER FREE, ANSI 117.1

2010 CPSC SCHOOL PLAYGROUND SAFETY

RULES (AMENDED 2015)

David Marr Text Box 3/10/25

David Marr Stamp

David Marr DWM Signature

MOUNTING HEIGHTS

M

AX

SH

EL

F

PA

PE

R T

O W

EL

D

IS

PE

N

SE

R

N

AP

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N

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IS

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AS

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EP

TA

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AN

D D

R

YE

R

C

LO

TH

ES

H O

O

KS

FIN FLR

TOILET ROOM ACCESSORIES

SO

AP

D

IS

PE

N

SE

R

FI

R

E

AN

D /O

R

EX

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G U

IS

H

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AB

IN

ET

FIN FLR FIN FLR

FIRE EXTINGUISHER EQUIPMENT

M

AX

VA

LV

E R

AC

K

O R

FI

R

E H

O

SE

VA

LV

E C

AB

IN

ET

FI

R E

H O

SE

FI

R

E

EX

TI

N

G U

IS

H

ER

FIN FLR

COAT RACK

M

AX

3'-6"

MIN.

BENCH

ADA BENCH

M

AX

C

IR

C U

IT

BR

EA

KE

R

D

IM

M

ER

SW

IT

C H

LI

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H T

SW

IT

C H

H

VA

C C

O N

TR

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IT

Y

C O

N

TR

O L

FI

R

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AL

AR

M

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TL

ET

S M

IN

IN

TE

R C

O M

FIN FLR

CONVENIENCE CONTROLS & OUTLETS

.5

O F

BU

TT

O N

EL

EV

AT

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O N

TR

O

LS

EL

EV

AT

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R F

LO

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IG

N

AT

IO

N

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IG

N

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AL

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BE

BO

TH

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AC

TI

LE

C

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AR

AC

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R S

BR

AI

LL

E

SH

AL

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BE

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TH

J

AM

BS

O

F

EL

EV

AT

O R

H O

IS

TW

AY

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N

TR

AN

C

ES

5' -0

BARRIER-FREE PLUMBING FIXTURE ELEVATIONS

16"-18"

M

AX

M

IN

17"

MIN.

7"-9"

M

IN

M

AX

M

IN

1/

2" M

IN

6"

36"

12"42"MIRROR

M

AX

M

AX

M

AX

.12"

GRAB BARS: 1-1/4"-2" DIA.

M

IN

39"-41"

PIPES BELOW LAV. MUST

BE INSULATED OR OTHERWISE

CONFIGURED TO PROTECT

AGAINST CONTACT

T.P.

HOLDER

WC TYPE SHOWN

HERE MAY DIFFER

FROM WHAT IS

SHOWN ON PLANS

(PARRALLEL APPROACH) (FRONT APPROACH)

DRINKING FOUNTAIN DETAILS

3 1/2"

MAX. 5"

MAX.

15"

MIN.

M

IN

.36

M

AX

M

IN

.36

M

AX

DUAL HEIGHT

DRINKING

FOUNTAIN

DUAL HEIGHT

DRINKING

FOUNTAIN

48" MIN.

TYP.

" M

IN

TY

P.

SHOWER DETAILS

6' -0

M

IN

1' -5

M

AX

4"

18"

4" 1'

-6

M

IN

18"

MIN. 59"

HOSE

FULL

LENGTH

GRAB

BAR

CONTROL

AREA

GRAB

BAR

SHOWER SEAT

Ø 60"

4'-0"

1' -6

5'-0"

4'-0"4'-0"

CIRCULAR TURNABOUT DOOR WITH LATCH NOT USED INTERIOR DOOR

4' -0

DOUBLE ACTION SWING

DOOR W/ NO LATCH

4'-0"

1' -6

5'-0"

ACCESSIBILITY MINIMUM CLEARANCE LEGEND

WATER CLOSET OR CLOSER (NOT BOTH)

C1 C2 C3 C4

C5 C7 C8

5'-0"

5' -0

2'-6"

WALL MOUNTED

DOOR WITH ONLY LATCH

AND CLOSER

(24" @ EXTERIOR)

4' -0

2'-6"

C6

CLEAR FLOOR SPACE

COMPLYING W/ ANSI

A117.1 (305.3)

LAVATORY / DRINKING

FOUNTAIN

Room Name

4" 91

2" 1 4"

1 4" 21 2"

1 4"

10"

3"

FONT: SEE SPEC

SIZE: 1"

TACTILE

6"

9"

SIMILAR FOR:

MEN'S

WOMEN'S

SIGNAGE DETAIL

TACTILE

FIRE

E X T I N G U I S H E R

RED

1' -6

4"

NOTES:

1. CONTRACTOR TO PROVIDE SIGNAGE AS SHOWN, SEE SPEC

SECTION 10 14 00 - SIGNAGE.

2. ENGRAVED SIGN, COLOR AND CORE COLOR AS STATED IN

SPEC.

3. IF ROOM NAME DOES NOT FIT, ADD SECOND ROOM NAME

LINE AND INCREASE HEIGHT ACCORDINGLY.

4. MOUNT FIRE EXTINGUISHER SIGNS @ 6'-0" AFF TO CL OF

SIGN.

UNISEX

RESTROOM

TOILET ROOM SIGNAGE

" M

IN

" M

AX

ADA SIGN

(ALLOWED ON

PUSH SIDE OF

DOOR ONLY)

ADA SIGN

ON ADJ. WALL

(PLACE ON

LATCH SIDE

OF DOOR)

UNISEX

RESTROOM

UNISEX

RESTROOM

A

A

1/A5.0

2/ A5

.0

4/ A5

.0 3/A5.0

ROOM NAME

F20

A

A

FIN FLOOR

EL. = 100'-0"

North

SCALE:

PLAN

1/8" = 1'-0"

SCALE:

A5.0

DETAIL/SECTION

3/4" = 1'-0"

/2 A4.0

ELEVATION

SCALE 1/4" = 1'-0"

- DETAIL / SECTION

- FLOOR PLAN

- DOOR NUMBER TAG

- WINDOW TYPE TAG

ROOM NAME

ROOM NUMBER

NEW DOOR EXISTING DOOR

- ELEVATION CALLOUTS

- NEW KEYED NOTE TAG

- DEMO KEYED NOTE TAG

- FOUNDATION TYPE TAG

- WALL TYPE TAG

- EQUIPMENT TAG

- REVISION TAG

- DATUM ELEVATION

WALL SECTION BUILDING SECTION

- INTERIOR / EXTERIOR

HATCH / MATERIAL LEGEND

- ASPHALT ON AGGREGATE

- BATT INSULATION

- BRICK

- COMPOSITION/PLYWOOD

- CONCRETE

- CONCRETE MASONRY UNIT

- FINISH WOOD

- GRANULAR FILL

- MARBLE

- PLASTER/GYPSUM BOARD

- RIGID INSULATION

- SOIL

- STONE/GRAVEL

- SPRAY FOAM INSULATION

- CEMENT GROUT

SYMBOL LEGEND

- BF CLEARANCE TAGC1

H

FE4

- COLUMN LINE

- HAZARD TAG

- FIRE EXTINGUISHER TAG

- CONTINUOUS WOOD

FRAMING OR BLOCKING

AC AIR CONDITIONING

ACOUST ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADJ ADJUSTABLE

AFF ABOVE FINISHED FLOOR

AGG AGGREGATE

AL ALUMINUM

ALT ALTERNATE

ANCH ANCHOR

ANGL / L ANGLE

APPROX APPROXIMATE (LY)

ARCH ARCHITECT (URAL)

ASPH ASPHALT

AV AUDIO/VISUAL

BB BACK TO BACK

BD BOARD

BF BARRIER FREE

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM/BENCH MARK

BOT BOTTOM

BRCKT BRACKET

BRG BEARING

BUR BUILT-UP ROOF

CAB CABINET

CB CATCH BASIN

CC CLOSED CELL (FOAM INSULATION)

CEM CEMENT

CER CERAMIC

CFM CUBIC FEET PER MINUTE

CFS COLD FORMED STEEL

CI CONTINUOUS INSULATION

CIP COMPACTED IN PLACE/ CAST IN PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLK CAULK

CMU CONCRETE MASONRY UNIT

COL COLUMN

COMP COMPACTED

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

CORR CORRIDOR

CRS COURSES

CPT CARPET

CSK COUNTERSUNK

CT CERAMIC TILE

CU CONDENSING UNIT

CUH CABINET UNIT HEATER

DAMPG DAMPROOFING

DEG / ° DEGREE

DEMO DEMOLITION

DF DRINKING FOUNTAIN

DIA DIAMETER

DIM DIMENSION

DIV DIVISION

DP DEPTH/DEEP

DR DOOR

DS DOWNSPOUT

DTL DETAIL

DWG DRAWING

DWL DOWEL

EF EXHAUST FAN

EIFS EXTERIOR INSULATED FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEV ELEVATOR

EP ELECTRICAL PANEL

EQ EQUAL

EQUIP EQUIPMENT

ES EACH SIDE

EWC ELECTRICAL WATER COOLER

EX/EXIST EXISTING

EXH EXHAUST

EXP EXPANSION

EXT EXTERIOR

FA FRESH AIR

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FORCED FLOW CABINET HEATER

FHC FIRE HOSE CABINET

FIN FINISH

FIP FOAMED IN PLACE INSULATION

FLASH FLASHING

FLR FLOOR

FOUND FOUNDATION

FRMG FRAMING

FT FEET

FTG FOOTING

FURG FURRING

G GAS

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GL GLASS

GLZD/GLZ

G GLAZED/GLAZING

GRAV GRAVEL

GRV GRAVITY ROOF VENT

GYP GYPSUM

HB HOSE BIB

HDCP HANDICAP

HDR CO HEADER COURSE

HDWR HARDWIRE

HGT/HT HEIGHT

HM HOLLOW METAL

HORZ HORIZONTAL

HP HIGH POINT

HR HOUR

HVAC HEATING, VENTILATION, AIR

CONDITIONING

ID INSIDE DIAMETER

IN INCH

INCL INCLUDED

INSUL INSULATION

INT INTERIOR

JST JOIST

JT JOINT

LAM LAMINATE(D)

LAV LAVATORY

LB/# POUNT

LG LENGTH

LKR LOCKER

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATIONS

LP LOW POINT

LT FIX LIGHT FIXTURE

LT WT LIGHT WEIGHT

MFGR MANUFACTURER

MAR MARBLE

MAS MASONRY

MAT MATERIAL

MAU MAKE UP AIR UNIT

MAX MAXIMUM

MB MARKER BOARD

MD METAL DECK

MECH MECHANICAL

MET / MTL METAL

MEZZ MEZZANINE

MH MANHOLE

MIN MINIMUM/MINUTE

MISC MISCELLANEOUS

ML METAL LATH

MO MASONRY OPENING

MS METAL STUD

MT METAL THRESHOLD

MTP METAL TOILET PARTITION

NIC NOT IN CONTRACT

NO/# NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OH OVERHEAD DOOR

OPNG OPENING

OPP OPPOSITE

PARG PARGING

PART PARTICLE

PARTN PARTITION

PERF PERFORATED

PL PLATE/PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLUMB PLUMBING

PLYWD PLYWOOD

PORC PORCELAIN

PREFAB PREFABRICATED

PSF POUNDS PER SQUARE FEET

PSI POUNDS PER SQUARE INCH

PTD PAINTED/PAPER TOWEL DISPENSER

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

R RADIUS/RISER

RAG RETURN AIR GRILLE

RB RUBBER BASE

RC RAIN CONDUCTOR

REF REFERENCE/REFRIGERATOR

REINF REINFORCING

REQD REQUIRED

RES RESILIENT

REV REVISION

RF ROOF EXHAUST FAN

RLGT REGLET

RM REMOVABLE MULLION/ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

ROWLK ROWLOCK

RS ROOF SUMP

RTU ROOF TOP UNIT

RV ROOF VENT

SK SINK

S & V STAIN & VARNISH

SAG SUPPLY AIR GRILLE

SAN SANITARY

SCHED SCHEDULE

SECT SECTION

SF SPLIT FACE

SHT SHEET

SIM SIMILAR

SKYLT SKYLIGHT

SLDR SOLDIER

SLNT SEALANT

SPEC(S) SPECIFICATION(S)

SPKR SPEAKER

SQ SQUARE

SS SERVICE SINK/STAINLESS STEEL

ST STORM

STD STANDARD

STL STEEL

STRUCT STRUCTURAL

SUSP SUSPENDED

T TREAD

T&B / TB TOP & BOTTOM

TB TACK BOARD

TC TOP OF CURB

TEMP TEMPERED/TEMPORARY

TERR TERRAZZO

TH THRESHOLD

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOS TOP OF STEEL

TR TREATED

TV TELEVISION

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

UV UNIT VENTILATOR

VAP BAR VAPOR BARRIER

VB VINYL BASE

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

W WATER

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WIDTH/WOOD

WH WATER HEATER

WP

WATERPROOFING / WEATHERPROOF /

WORKING POINT

WWF WELDED WIRE FABRIC

T2.0

ARM

REFERENCE SHEET

- ACOUSTICAL PANEL

OR TILE

- INTERRUPTED WOOD

BLOCKING/SHIMS

C

SAGINAW OFFICE

CHECKED BY

APPROVED BY

FILE NO.

C

230 S. Washington Ave.

Saginaw, MI 48607 Tel. 989-754-4717 Fax. 989-754-4440 www.SpicerGroup.com2025

P:

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- O ne ka ma S ch oo ls Bo nd \2_

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_M ap pin g\A

ME

P\

AR

CH

\T1

-T 2 -

C

OV

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S

HE

ET

.-4 8x

.dw g

- 3

/6/

8:

:41

A M - T ag g, Ed wa rd L.

SHEET OF

DESIGNED BY

DRAWN BY

DATE

E-1525

PROJECT NO.

136268SG2024

DWM

DWM

MARCH 5, 2025

SHEET TITLE

ONEKAMA

CONSOLIDATED SCHOOLS

2024 BOND PROJECT

THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY

THE ARCITECT/ ENGINEER FOR THIS SPECIFIC APPLICATION AND

SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE WITH

THE CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS

DONE. THE ARCHITECT/ENGINEER DOES NOT GUARANTEE AND

WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION,

DESIGN OR PURPOSE.

SEAL

DRAWING LOG

DATE BY DESCRIPTION

PROJECT TITLE

BID PACK #2

SECURED ENTRY

3/5/25 90% QAQC REVIEW

3/5/25 ISSUED FOR BIDDING

AutoCAD SHX Text

SHOWER COLUMN KIT

AutoCAD SHX Text

PURIST

AutoCAD SHX Text K-22178

EXISTING 2x4 LIGHT FIXTURE TO REMAIN

LEGEND

REMOVE/ REINSTALL EXISTING 2x4 LIGHT FIXTURE

REMOVE EXISTING SURFACE MOUNTED LINEAR

WALL SCONCES

EXISTING RECESSED LIGHT FIXTURE TO REMAIN

REMOVE/ RELOCATE EXISTING EXIT LIGHTS PER

ELECTRICAL

DEMO KEY

NO WORK IN THIS AREA. UNLESS NOTED OTHERWISE.1

PROTECT EXISTING CMU WALLS FROM DAMAGE.

REMOVE EXISTING CMU WALL FROM FLOOR TO UNDER SIDE

OF ROOF DECK.

REMOVE EXISTING STOREFRONT FRAMING AND EIFS CLAD

WALL AND CIRCLE WINDOW ABOVE STOREFRONT. LEAVE

APPROXIMATELY 12" OF WALL BELOW SKYLIGHT TO CREATE

A FAUX BEAM AND COLUMN.

REMOVE EXISTING CMU/ BRICK WALL FOR NEW 4'-8"x7'-4"

OPENING. PROVIDE NEW STEEL LINTEL. REFER TO DOORS

SCHEDULE FOR ELEVATION AND DETAILS

REMOVE EXISTING DOOR, HARDWARE AND FRAME.

REMOVE EXISTING LINEAR WALL SCONCES AND REPLACE

WITH NEW LINEAR WALL SCONCES PER ELECTRICAL

DRAWINGS.

REMOVE/ REINSTALL EXISTING TV. REFER TO PROPOSED

PLAN AND ELECTRICAL DRAWINGS FOR NEW LOCATION.

REMOVE EXISTING CEILING GRID AND TILES AS REQUIRED

FOR DEMOLITION. REINSTALL EXISTING CEILING GRID AND

TILES PER NEW LAYOUT.

REMOVE EXISTING FLOORING AS NECESSARY AROUND

DEMO AND NEW CONSTRUCTION AREAS. REFER TO FINISH

SCHEDULE FOR NEW FLOORING.

REMOVE/ REINSTALL EXISTING LIGHT FIXTURES. REFER TO

PROPOSED CEILING PLAN AND ELECTRICAL DRAWINGS.

PROTECT EXISTING EIFS/ FACE BRICK WALLS FROM DAMAGE.

PROTECT EXISTING CERAMIC TILE FLOORING FROM DAMAGE.3

4 PROTECT EXISTING CARPET TILE FLOORING FROM DAMAGE.

PROTECT EXISTING STOREFRONT FRAMING AND EIFS CLAD

WALL AND CIRCLE WINDOW FROM DAMAGE.

PROTECT EXISTING SKYLIGHT SYSTEM FROM DAMAGE.12

5 6

CONFERENCE

COUNSELOR

SEC/ RECP

CLASSROOM

FAN

SUPPLIES

VEST

V403

LOBBY

L403

STAFF T.

T442

CORRIDOR

C404

CORRIDOR

C403

1/ D

1.

2/ D1.1

5 7

EXISTING

COLUMN AND

SOFFIT

EXISTING

SOFFIT

EXISTING

COLUMN

4' -8

8 9

1/ D

1.

2/ D1.1

CONFERENCE

COUNSELOR

SEC/ RECP

CLASSROOM

FAN

SUPPLIES

VEST

V403

LOBBY

L403

STAFF T.

T442

CORRIDOR

C403

CORRIDOR

C404

1' -4

EXISTING

COLUMN AND

SOFFIT ABOVE

EXISTING

SOFFIT ABOVE

EXISTING

COLUMN

1'- 0"

4'-8"

7' -4

8 6

/ SCALE:1 D1.1

LOBBY- VESTIBULE SECTION/ ELEVATION - DEMO.

1/4" = 1'-0" / SCALE:2 D1.1

VESTIBULE SECTION/ ELEVATION - DEMO.

1/4" = 1'-0"

1'-0"

7' -4

1' -0

6 6

VEST

V403

VEST

V403

EXISTING ROOF

CONSTRUCTION

EXISTING FLOOR SLABEXISTING FLOOR SLAB

EXISTING CANOPY

CONSTRUCTION

COLUMN AND

EXISTING

HVAC GRILL

LOBBY

L403

'-1

0"

EXISTING

HEATING

UNIT

C

SAGINAW OFFICE

CHECKED BY

APPROVED BY

FILE NO.

C

230 S. Washington Ave.

Saginaw, MI 48607 Tel. 989-754-4717 Fax. 989-754-4440 www.SpicerGroup.com2025

P:

\P roj

\13

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- O ne ka ma S ch oo ls Bo nd \2_

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- S ec ure d E ntr y\D em o-p lan

- S ec ure

.dw g

- 3 /6/

5:

:51 A

M - T ag g, Ed wa rd

L.

SHEET OF

DESIGNED BY

DRAWN BY

DATE

E-1525

PROJECT NO.

136268SG2024

DWM

DWM

MARCH 5, 2025

SHEET TITLE

ONEKAMA

CONSOLIDATED SCHOOLS

2024 BOND PROJECT

THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY

THE ARCITECT/ ENGINEER FOR THIS SPECIFIC APPLICATION AND

SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE WITH

THE CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS

DONE. THE ARCHITECT/ENGINEER DOES NOT GUARANTEE AND

WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION,

DESIGN OR PURPOSE.

SEAL

DRAWING LOG

DATE BY DESCRIPTION

PROJECT TITLE

BID PACK #2

SECURED ENTRY

3/5/25 90% QAQC REVIEW

3/5/25 ISSUED FOR BIDDING

North

True North

SECURED ENTRANCE

FLOOR PLAN - DEMOLITION

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

North

True North

SECURED ENTRANCE

REELECTED CEILING PLAN - DEMOLITION

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

D 1.0 3-3

DEMOLITION

FLOOR PLAN AND

REFLECTED

CEILING PLANS

ELT

GENERAL NOTES FOR DEMOLITION:

1. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. IF FIELD CONDITIONS ARE NOT

AS SHOWN ON PLAN, CONTACT THE PROJECT ARCHITECT OR ENGINEER IMMEDIATELY PRIOR

TO PROCEEDING WITH ANY WORK.

2. PROVIDE APPROPRIATE BARRICADES, SIGNAGE, AND OTHER SAFETY PRECAUTIONS SO AS TO

PROTECT VISITORS, TRADESMEN, AND EXISTING REMAINING CONDITIONS.

3. COMPLETELY REMOVE ALL WORK AND RELATED WORK IN AREAS DESIGNATED ON THE PLAN.

4. DISCONNECT, REMOVE, AND CAP ALL EXISTING UTILITIES AS INDICATED AND REQUIRED TO

PERMIT NEW WORK.

5. ALL WORK TO BE COMPLETED BY APPROPRIATE, EXPERIENCED TRADES (I.E. ELECTRICAL

DEMOLITION BY ELECTRICIANS, ETC.)

6. RESTORE EXISTING AREAS WHICH ARE DAMAGED DURING DEMOLITION. MATCH EXISTING

MATERIALS, AND FINISHES.

7. DO NOT USE EXPLOSIVES OR UNSAFE DEMOLITION METHODS.

8. REMOVE ALL DEBRIS FROM THE SITE. DO NOT BURN REFUSE ON SITE. MATERIAL TO BE

TRANSPOSED TO AN APPROVED SITE. COORDINATE SALVAGEABLE ITEMS WITH THE OWNER.

STORE SALVAGEABLE ITEMS WITHIN DESIGNATED AREAS.

9. THE CONTRACTOR SHALL PROVIDE PROPER SHORING AND BRACING WHERE NEEDED.

10. ANY AREAS WITH LEAD PAINT WILL NOT BE ABRADED, CUT, OR IGNITED TO REDUCE

POTENTIAL HARMFUL IMPACT TO WORKERS.

11. ARCHITECT/ENGINEER IS NOT RESPONSIBLE FOR THE LOCATIONS OF EXISTING UTILITIES AS SHOWN

ON PLANS. DISCREPANCIES IN LOCATION, SIZE,AND MATERIAL ARE LIKELY TO EXIST.

DEMOLITION NOTES

§3303.1 MBC 2015 DEMOLITION

§3303.1 CONSTRUCTION DOCUMENTS. CONSTRUCTION DOCUMENTS AND A SCHEDULE FOR DEMOLITION SHALL BE SUBMITTED WHERE REQUIRED BY THE BUILDING OFFICIAL. WHERE SUCH INFORMATION IS REQUIRED, NO WORK SHALL BE DONE UNTIL SUCH CONSTRUCTION DOCUMENTS OR SCHEDULE, OR BOTH, ARE APPROVED.

§3303.2 PEDESTRIAN PROTECTION. THE WORK OF DEMOLISHING ANY BUILDING SHALL NOT

BE COMMENCED UNTIL PEDESTRIAN PROTECTION IS IN PLACE AS REQUIRED BY THIS CHAPTER.

§3303.5 WATER ACCUMULATION. PROVISION SHALL BE MADE TO PREVENT THE ACCUMULATION

OF WATER OR DAMAGE TO ANY FOUNDATIONS ON THE PREMISES.

§3303.6 UTILITY CONNECTIONS. SERVICE UTILITY CONNECTIONS SHALL BE DISCONTINUED AND

CAPPED IN ACCORDANCE WITH THE APPROVED RULES AND THE REQUIREMENTS OF THE

AUTHORITY HAVING JURISDICTION.

DWM

AutoCAD SHX Text 822005

822005

PRINCIPAL

WORK

SICK

SEC/ RECP

CLASSROOM

SUPPLIES

VEST

V403

LOBBY

L403

STAFF T.

T442

CORRIDOR

C404

CORRIDOR

C403

CONFERENCE

COUNSELOR

EXIT

TO

E

XI

ST

IN

G

EX

IT

1' -0

EXISTING RATED

WALL ASSEMBLE

1 OCC

1 OCC

1 OCC

1 OCC

4 OCC

2 OCC

6 OCC

EXIT

93'-8"

EXIT

WALL LEGEND

5/8" GYPSUM BOARD EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. EXTEND STUDS TO

UNDERSIDE OF BEAM (APPROX.12'-6"±) BRACE AT ALL CORNERS AND INTERSECTIONS.

PROVIDE 3 1/2" FIBERGLASS BATT INSULATION FULL HEIGHT OF WALL.

EXISTING CMU WALL.

EXISTING I HOUR RATED WALL.

SECURED

ENTRY

LEGEND

ACCESSIBLE ROUTE

EGRESS DIRECTION

PATH OF EGRESS

EXIT SIGN WITH BATTERY BACKUP

EMERGENCY LIGHT

EXIT

FIRE EXTINGUISHERF.E.

North

TrueN orth

SECURED ENTRANCE

LIFE SAFETY

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

C

SAGINAW OFFICE

CHECKED BY

APPROVED BY

FILE NO.

C

230 S. Washington Ave.

Saginaw, MI 48607 Tel. 989-754-4717 Fax. 989-754-4440 www.SpicerGroup.com2025

P:

\P roj

\13

SG

- O ne ka ma S ch oo ls Bo nd \2_

Au toC

AD

_G

IS

_M ap pin g\A

ME

P\

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CH

\B id Pa ck

- S ec ure d E ntr y\f loo r-p lan

- S ec ure

.dw g

- 3 /10

/20

2:

:18 P

M - T ag g, Ed wa rd

L.

SHEET OF

DESIGNED BY

DRAWN BY

DATE

E-1525

PROJECT NO.

136268SG2024

DWM

DWM

MARCH 5, 2025

SHEET TITLE

ONEKAMA

CONSOLIDATED SCHOOLS

2024 BOND PROJECT

THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY

THE ARCITECT/ ENGINEER FOR THIS SPECIFIC APPLICATION AND

SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE WITH

THE CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS

DONE. THE ARCHITECT/ENGINEER DOES NOT GUARANTEE AND

WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION,

DESIGN OR PURPOSE.

SEAL

DRAWING LOG

DATE BY DESCRIPTION

PROJECT TITLE

BID PACK #2

SECURED ENTRY

3/5/25 90% QAQC REVIEW

3/5/25 ISSUED FOR BIDDING

3/7/25 REISSUE FOR BIDDING

A 0.0 4-04

LIFE SAFETY

ELT

North

TrueN orth

SECURED ENTRY

KEY PLAN

NO SCALE

DWM

SEC/ RECP

CLASSROOM

FAN

SUPPLIES

VEST

V403

LOBBY

L403

STAFF T.

T442

CORRIDOR

C404

CORRIDOR

C403

1/ A1

.0

3/A1.0 2/A1.0

V4

9'-0"8'-47 8"

3' -8

8'

-4

4' -3

5'

-6

5' -0

'-7

'-6

3 8"

9' -7

'-4

4' -8

1'

-4

A1.0

EXISTING

COLUMN AND

SOFFIT ABOVE

EXISTING

SOFFIT ABOVE

EXISTING

COLUMN

CONFERENCE

COUNSELOR

10*

10*

16*

17*

17*

A1.1

A1.1

A1.1

EXISTING RATED

WALL ASSEMBLE

ADD ALT #1

SEC/ RECP

CLASSROOM

FAN

SUPPLIES

VEST

V403

LOBBY

L403

STAFF T.

T442

CORRIDOR

C404

CORRIDOR

C403

CONFERENCE

COUNSELOR

4" 4"

A1.0

EXISTING

COLUMN AND

SOFFIT

EXISTING

SOFFIT

EXISTING

COLUMN

A1.1

A1.1

A1.1

A1.1

EXISTING RATED

WALL ASSEMBLE

WALL LEGEND

5/8" GYPSUM BOARD EACH SIDE OF 3 5/8" METAL STUDS @ 16" O.C. EXTEND STUDS TO

UNDERSIDE OF BEAM (APPROX.12'-6"±) BRACE AT ALL CORNERS AND INTERSECTIONS.

PROVIDE 3 1/2" FIBERGLASS BATT INSULATION FULL HEIGHT OF WALL.

EXISTING CMU WALL.

EXISTING I HOUR RATED WALL.

EXISTING 2x4 LIGHT FIXTURE TO REMAIN

LEGEND

REMOVE/ REINSTALL EXISTING 2x4 LIGHT FIXTURE

REMOVE EXISTING SURFACE MOUNTED LINEAR

WALL SCONCES

EXISTING RECESSED LIGHT FIXTURE TO REMAIN

REMOVE/ RELOCATE EXISTING EXIT LIGHTS PER

ELECTRICAL

DOOR W/

ELECTRIC

STRIKE AND

DEADLATCH

1' -0

1'- 0"

4" 4"

1'-0"

7' -4

5 16

'-7

/2

7'

-4

VEST

V403

EXISTING ROOF

CONSTRUCTION

EXISTING FLOOR

SLAB

EXISTING FLOOR

SLAB

EXISTING CANOPY

CONSTRUCTION

EXISTING

COLUMN AND

SOFFIT

EXISTING

HVAC GRILL

LOBBY

L403

DOOR W/

ELECTRIC

STRIKE AND

DEADLATCH

'-1

0"

/ SCALE:1 A1.0

LOBBY- VESTIBULE SECTION/ ELEVATION

1/4" = 1'-0" / SCALE:2 A1.0

VESTIBULE SECTION/ ELEVATION

1/4" = 1'-0" / SCALE:3 A1.0

VESTIBULE SECTION/ ELEVATION

1/4" = 1'-0"

2 23

VEST

V403

EXISTING

HEATING

UNIT

15 77

7 7

A1.1

A1.1

A1.1

A1.1

A1.1

A1.1

A1.1

A1.1

A1.1

22 22

SECURED

ENTRY

METAL STUD WALL, EXTEND STUDS AND 5/8" GYP EACH SIDE TO BOTTOM OF ROOF DECK.

ADA & SMALL CHILD ACCESS, NO TALL COUNTER AT THIS LOCATION

4 RELOCATE EXISTING TV TO THIS LOCATION. PROVIDE ELECTRICAL/ CABLE RECEPTACLE

BEHIND TV. REFER TO ELECTRICAL.

25" DEEP PLASTIC LAMINATE COUNTER, @ 28" A.F.F. SUPPORTED WITH CASE WORK AND

BRACKETS.REFER TO SHEET A-3 FOR ADDITIONAL NOTES AND DETAILS. COORDINATE

GROMMET LOCATIONS WITH ELECTRICAL AND IT FOR OUTLET AND DATA CABLE

LOCATIONS.

METAL STUD KNEE WALL WITH 5/8" GYP EACH SIDE WITH 12" WIDE PLASTIC LAMINATE

COUNTER TOP @ 42" A.F.F.. ADA & SMALL CHILD AREAS, TOP OF COUNTER @ 30" A.F.F.

PROVIDE NEW HARDWARE FOR ELECTRIC STRIKE AND FOB READER FOR REMOTE

AUTHORIZATION TO ENTER AND FOB ENTRY. PROVIDE INTERCOM SYSTEM FOR

COMMUNICATION WITH RECEPTIONIST.

WOOD DOOR WITH NARROW LITE AND HOLLOW METAL FRAME. STAIN DOOR AND PAINT

FRAME TO MATCH EXISTING.

ADJUST CEILING GRID AND TILES, SHADED AREA INDICATES NEW/ EXISTING CEILING TILES

AND GRID.8

FAUX COLUMN: PROVIDE METAL STUD FRAMING APPROXIMATELY 4" DEEP AND 5/8" GYP

WRAP TO COVER DAMAGED BRICK/ EIFS WHERE EXISTING STOREFRONT WAS REMOVED.

TIE INTO REMAINING EXISTING SKYLIGHT STUD FRAMING ABOVE.

10*

STOREFRONT FRAMING SYSTEM TO UNDERSIDE OF SKYLIGHT WITH (1) LAYER OF

SECURITY FILM, E,S, OF 3/8" TEMPERED SAFETY GLASS TO 7'-4" A.F.F. . PROVIDE RIGHT

DOOR WITH ELECTRIC STRIKE & FOB READER FOR FOB ENTRY. PROVIDE ALUM

STOREFRONT WITH 1/4" SAFETY GLASS SMARTING AT 7'- 4" A.F.F. REF TO WINDOW

SCHEDULE.

NO WORK IN THIS AREA. UNLESS NOTED OTHERWISE.

PROTECT EXISTING CMU WALLS FROM DAMAGE.

PROVIDE NEW LINEAR WALL SCONCES PER ELECTRICAL DRAWINGS.

REINSTALL EXISTING LIGHT FIXTURES. REFER TO PROPOSED CEILING PLAN AND ELECTRICAL

DRAWINGS.

PROTECT EXISTING EIFS/ FACE BRICK WALLS FROM DAMAGE.

PROTECT EXISTING CERAMIC TILE FLOORING FROM DAMAGE.

PROTECT EXISTING CARPET TILE FLOORING FROM DAMAGE. FLOORING AS NECESSARY

AROUND DEMO AND NEW CONSTRUCTION AREAS.

PROTECT EXISTING STOREFRONT FRAMING AND EIFS CLAD

WALL AND CIRCLE WINDOW FROM DAMAGE.

PROTECT EXISTING SKYLIGHT SYSTEM FROM DAMAGE.

5/8" METAL FURRING @ 16" O.C. WITH 5/8" GYP BOARD.

16*

17*

KEYED NOTES - NEW CONSTRUCTION

PROVIDE NEW CARPET TO MATCH EXISTING AT SECRETARY/ RECEPTION AREA.

23 CONCRETE INFILL AT NEW DOOR LOCATION FINISH TO MATCH EXISTING FLOOR ELEVATION.

1 HOUR RATED SECURED ENTRY STOREFRONT FRAMING SYSTEM AND LEVEL III BALLISTIC

GLAZING. DOOR TO HAVE ELECTRIC STRIKE FOR REMOTE AUTHORIZATION TO ENTER.

North

TrueN orth

SECURED ENTRANCE

FLOOR PLAN -

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

North

TrueN orth

SECURED ENTRANCE

REFLECTED CEILING PLAN

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

C

SAGINAW OFFICE

CHECKED BY

APPROVED BY

FILE NO.

C

230 S. Washington Ave.

Saginaw, MI 48607 Tel. 989-754-4717 Fax. 989-754-4440 www.SpicerGroup.com2025

P:

\P roj

\13

SG

- O ne ka ma S ch oo ls Bo nd \2_

Au toC

AD

_G

IS

_M ap pin g\A

ME

P\

AR

CH

\B id Pa ck

- S ec ure d E ntr y\f loo r-p lan

- S ec ure

.dw g

- 3 /10

/20

2:

:20 P

M - T ag g, Ed wa rd

L.

SHEET OF

DESIGNED BY

DRAWN BY

DATE

E-1525

PROJECT NO.

136268SG2024

DWM

DWM

MARCH 5, 2025

SHEET TITLE

ONEKAMA

CONSOLIDATED SCHOOLS

2024 BOND PROJECT

THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY

THE ARCITECT/ ENGINEER FOR THIS SPECIFIC APPLICATION AND

SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE WITH

THE CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS

DONE. THE ARCHITECT/ENGINEER DOES NOT GUARANTEE AND

WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION,

DESIGN OR PURPOSE.

SEAL

DRAWING LOG

DATE BY DESCRIPTION

PROJECT TITLE

BID PACK #2

SECURED ENTRY

3/5/25 90% QAQC REVIEW

3/5/25 ISSUED FOR BIDDING

3/7/25 REISSUE FOR BIDDING

A 1.0 5-05

FLOOR AND

REFLECTED

CEILING PLANS

ELT

North

TrueN orth

SECURED ENTRY

KEY PLAN

NO SCALE

DWM

NOTE:

* INDICATES ALL ITEMS NOTED TO BE PART OF ADD ALT #1

AutoCAD SHX Text 822005

AutoCAD SHX Text 822005

AutoCAD SHX Text 822005

822005

SCALE:

A1.1

DETAIL

1 1/2" = 1'-0"

EXISTING FACE

BRICK

55 8"

HOLLOW MTL.

FRAME

1/4'"CAULK BOTH

SIDES

5/8" GYP. BD.

ON 3 5/8" MTL.

STUDS

MASONRY EXPANSION

ANCHORS (MIN. 3 PER

JAMB)

SCALE:

A1.1

JAMB

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

A1.1

HEAD

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

A1.1

HEAD

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

A1.1

JAMB

1 1/2" = 1'-0"

4" 43

4"

2" 51

2"

ANCHORS (MIN.

3 PER JAMB)

HOLLOW MTL.

FRAME

CAULK BOTH

SIDES

SOUND BATT

INSULATION

5/8" GYP. BD.

ON 3 5/8" MTL.

STUDS @ 16" O.C.

SCALE:

A1.1

JAMB

1 1/2" = 1'-0"

EXIST 6" CMU

PATCH/ REPAIR

CMU WALL

5 8"

8"4"

31 4" 41 2"

SEALANT & BACKER

ROD (BOTH SIDES OF

FRAME)

3 4"

8"

5/8" GYP.BD. ON

7/8" METAL FURRING

@ 16" O.C.

PROTECT EXISTING CMU/

FACE BRICK FROM DAMAGE

FT WOOD

BLKG

4"

37 8"

8"

SCALE:

A1.1

DETAIL

1 1/2" = 1'-0"

EXISTING EIFS

5/8" GYP. BD.

ON 3 5/8" MTL.

STUDS

3 8"

37 8"

8"

EXISTING WD.

BLKG

SCALE:

A1.1

DETAIL

1 1/2" = 1'-0"

EXISTING EIFS

3 8"

FT. WD. BLKG

13 4"

ALUM. FRAME

WITH 1/4"

SAFETY GLASS

ALUM. FRAME

WITH 1/4"

SAFETY GLASS

PROTECT EXISTING

ALUM. SKYLIGHT

FRAME FROM

DAMAGE

SCALE:

A1.1

DETAIL

1 1/2" = 1'-0"

BACKER ROD

AND SEALANT BACKER ROD

AND SEALANT

(1) LAYER OF SECURITY

FILM, E,S, OF 3/8"

TEMPERED SAFETY GLASS

(1) LAYER OF SECURITY

FILM, E,S, OF 3/8"

TEMPERED SAFETY

GLASS

BACKER ROD

AND SEALANT

3.5"x5"x 3/8" STL.

ANGLE WELDED TO

3/8"x12" STL. PLATE W/

4" BOARDING EACH

SIDE OF OPENING

EXISTING FACE BRICK

EXIST 8" CMU

NEW/ EXIST, CEILING

TILE & GRID, PER

CEILING PLAN

5/8" GYP.BD. ON

7/8" METAL FURRING

@ 16" O.C.

EXISTING EIFS

1 HOUR FIRE RATE,

LEVEL III BALLISTIC

DOOR SYSTEM AND

GLAZING

NEW GYP. BD. FAUX

COLUMN BEYOND

8"4"

SEALANT & BACKER

ROD (BOTH SIDES OF

FRAME)

3 1/2"x3 1/2" LIGHT

METAL GAGE ANGLE

1 HOUR FIRE RATE,

LEVEL III BALLISTIC

DOOR SYSTEM AND

GLAZING

SCALE:

A1.1

1 HOUR RATED

WALL SECTION

3/4" = 1'-0"

EXP. @ 16" O.C.

DO NOT USE PAF'S

EXIST. CONC.

FLOOR SLAB

MTL. BOT. TRACK,

SET ON CONTINUOUS

MASTIC TAPE

MTL. TOP DEFLECTION TRACK W/ POWER

ACTUATED SCREWS @ 16" O.C. WITH

CONTINUOUS MASTIC TAPE

31/2" BATT INSULATION

FULL HEIGHT OF WALL

6" VINYL BASE

EACH SIDE

CALK AND

BACKER ROD

CALK AND

BACKER ROD

5/8" GYPSUM BOARD

EACH SIDE OF 3 5/8"

METAL STUDS @ 16"

O.C.

EL = 108'-0"

FIN CEILING

EL = 100'-0"±

FIN FLOOR

EXISTING

EXISTING ROOF SYSTEM

EL = 108'-0"

FIN CEILING

PROTECT EXISTING

FINISH FLOOR

8"

2 LAYERS OF TYPE 'X'

GYP.BD. WITH

STAGGERED JOINTS

REWORK EXISTING ACOUSTICAL

CEILING SYSTEM FOR NEW WALL

CONSTRUCTION

NEW GRID CHANNEL

EXISTING MTL. TRUSS

SCALE:

FRAME TYPES

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

DOOR TYPES

1/4" = 1'-0"

ANCHOR (3

PER JAMB)

8" 8" 1'-7"

6" 4'

-2 1 4"

7' -2

2"

2"

TYP.

3'-4"

A

2' -6

7'

-2

1 4" DOOR W/

ELECTRIC

STRIKE AND

DEADLATCH

4" 33

4"

7' -2

1 4"

33 4" 5'

-1 11 2"

3'-51 8" 3'-0"

4" 3'-0" 3'-51

8"

7' -4

3' -4

6" 13 4"

3' -1

01 4" 1'

-1 0"

13'-0"

7' -2

1 4"

C

'-8

13'-0"

2" 2"

3'-51 8" 3'-51

8"2'-117 8" 2'-117

8"

2"2" 2"

3' -5

1 8" 3'

-5 1 8"

3' -5

1 8" 2'

-4 5 8"

2" 2"

2"

SCALE:

WINDOW TYPES

1/4" = 1'-0"

7' -4

FINISH

FLOOR

W1

SAFETY

GLASS

(1) LAYER OF SECURITY

FILM, E,S, OF 3/8"

TEMPERED SAFETY

GLASS @V403

1/4" SAFETY

GLAZING

(1) LAYER OF

SECURITY FILM,

E,S, OF 3/8"

TEMPERED

SAFETY GLASS

3'-0"

4'-8" 1'-23

4"

7' -4

3' -4

71 2"

13 4" 3'

-1 01 4"

1' -9

1 2"

4"

4"13 4"

7' -2

1 4"

B

LEVEL III BALLISTIC

GLAZING @ DR. 450

LEVEL III BALLISTIC

GLAZING

C

SAGINAW OFFICE

CHECKED BY

APPROVED BY

FILE NO.

C

230 S. Washington Ave.

Saginaw, MI 48607 Tel. 989-754-4717 Fax. 989-754-4440 www.SpicerGroup.com2025

P:

\P roj

\13

SG

- O ne ka ma S ch oo ls Bo nd \2_

Au toC

AD

_G

IS

_M ap pin g\A

ME

P\

AR

CH

\B id Pa ck

- S ec ure d E ntr y\f loo r-p lan

- S ec ure

.dw g

- 3 /10

/20

2:

:21 P

M - T ag g, Ed wa rd

L.

SHEET OF

DESIGNED BY

DRAWN BY

DATE

E-1525

PROJECT NO.

136268SG2024

DWM

DWM

MARCH 5, 2025

SHEET TITLE

ONEKAMA

CONSOLIDATED SCHOOLS

2024 BOND PROJECT

THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY

THE ARCITECT/ ENGINEER FOR THIS SPECIFIC APPLICATION AND

SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE WITH

THE CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS

DONE. THE ARCHITECT/ENGINEER DOES NOT GUARANTEE AND

WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION,

DESIGN OR PURPOSE.

SEAL

DRAWING LOG

DATE BY DESCRIPTION

PROJECT TITLE

BID PACK #2

SECURED ENTRY

3/5/25 90% QAQC REVIEW

3/5/25 ISSUED FOR BIDDING

3/7/25 REISSUE FOR BIDDING

DOOR SCHEDULE

D O

O R

. N O

LOCATION

DOOR FRAME

H

AR

D W

AR

E

REMARKS

TY

PE

M

AT

SIZE

R

AT

IN

G

TY

PE

M

AT

DETAIL

WIDTH HEIGHT THICK HEAD JAMB SILL

V403 VEST 1 ALUM PR 3'-0" 7'-2" 1 3/4" N/A A ALUM 4 9 - - -

450 SECRETARY/ RECEPTION 1 ALUM 3'-0" 7'-2 1/4" 1 3/4" 45 B ALUM 5 9 - - -

455 CONFERENCE ROOM 2 HM 3'-0" 7'-2 1/4" 1 3/4" 45 C HM 7 6,8 - - -

A1.1 6-06

SECTIONS/

ELEVATIONS AND

DOOR SCHEDULE

ELT

NOTE: ALL DOOR DETAILS ARE ON SHEET A1.1 UNLESS NOTED OTHERWISE.

DWM

METAL STUD WALL, EXTEND STUDS AND 5/8" GYP EACH SIDE TO BOTTOM OF ROOF DECK.

ADA & SMALL CHILD ACCESS, NO TALL COUNTER AT THIS LOCATION

4 RELOCATE EXISTING TV TO THIS LOCATION. PROVIDE ELECTRICAL/ CABLE RECEPTACLE

BEHIND TV. REFER TO ELECTRICAL.

25" DEEP PLASTIC LAMINATE COUNTER, @ 28" A.F.F. SUPPORTED WITH CASE WORK AND

BRACKETS.REFER TO SHEET A-3 FOR ADDITIONAL NOTES AND DETAILS. COORDINATE

GROMMET LOCATIONS WITH ELECTRICAL AND IT FOR OUTLET AND DATA CABLE

LOCATIONS.

METAL STUD KNEE WALL WITH 5/8" GYP EACH SIDE WITH 12" WIDE PLASTIC LAMINATE

COUNTER TOP @ 42" A.F.F.. ADA & SMALL CHILD AREAS, TOP OF COUNTER @ 30" A.F.F.

PROVIDE NEW HARDWARE FOR ELECTRIC STRIKE AND FOB READER FOR REMOTE

AUTHORIZATION TO ENTER AND FOB ENTRY. PROVIDE INTERCOM SYSTEM FOR

COMMUNICATION WITH RECEPTIONIST.

WOOD DOOR WITH NARROW LITE AND HOLLOW METAL FRAME. STAIN DOOR AND PAINT

FRAME TO MATCH EXISTING.

ADJUST CEILING GRID AND TILES, SHADED AREA INDICATES NEW/ EXISTING CEILING TILES

AND GRID.8

FAUX COLUMN: PROVIDE METAL STUD FRAMING APPROXIMATELY 4" DEEP AND 5/8" GYP

WRAP TO COVER DAMAGED BRICK/ EIFS WHERE EXISTING STOREFRONT WAS REMOVED.

TIE INTO REMAINING EXISTING SKYLIGHT STUD FRAMING ABOVE.

10*

STOREFRONT FRAMING SYSTEM TO UNDERSIDE OF SKYLIGHT WITH (1) LAYER OF

SECURITY FILM, E,S, OF 3/8" TEMPERED SAFETY GLASS TO 7'-4" A.F.F. . PROVIDE RIGHT

DOOR WITH ELECTRIC STRIKE & FOB READER FOR FOB ENTRY. PROVIDE ALUM

STOREFRONT WITH 1/4" SAFETY GLASS SMARTING AT 7'- 4" A.F.F. REF TO WINDOW

SCHEDULE.

NO WORK IN THIS AREA. UNLESS NOTED OTHERWISE.

PROTECT EXISTING CMU WALLS FROM DAMAGE.

PROVIDE NEW LINEAR WALL SCONCES PER ELECTRICAL DRAWINGS.

REINSTALL EXISTING LIGHT FIXTURES. REFER TO PROPOSED CEILING PLAN AND ELECTRICAL

DRAWINGS.

PROTECT EXISTING EIFS/ FACE BRICK WALLS FROM DAMAGE.

PROTECT EXISTING CERAMIC TILE FLOORING FROM DAMAGE.

PROTECT EXISTING CARPET TILE FLOORING FROM DAMAGE. FLOORING AS NECESSARY

AROUND DEMO AND NEW CONSTRUCTION AREAS.

PROTECT EXISTING STOREFRONT FRAMING AND EIFS CLAD

WALL AND CIRCLE WINDOW FROM DAMAGE.

PROTECT EXISTING SKYLIGHT SYSTEM FROM DAMAGE.

5/8" METAL FURRING @ 16" O.C. WITH 5/8" GYP BOARD.

16*

17*

KEYED NOTES - NEW CONSTRUCTION

PROVIDE NEW CARPET TO MATCH EXISTING AT SECRETARY/ RECEPTION AREA.

23 CONCRETE INFILL AT NEW DOOR LOCATION FINISH TO MATCH EXISTING FLOOR ELEVATION.

1 HOUR RATED SECURED ENTRY STOREFRONT FRAMING SYSTEM AND LEVEL III BALLISTIC

GLAZING. DOOR TO HAVE ELECTRIC STRIKE FOR REMOTE AUTHORIZATION TO ENTER.

2' -6

16 MM WIRE

PULL

PLAS. LAM. ON

ALL EXPOSED

SURFACES

TYP. 1/4" RADIUS

AT ALL CORNERS

3"

SCALE:

A1.2

SECTION

3/4" = 1'-0"

PLAS.LAM. ON 3/4"

PLAT. PLYWOOD

PLAU. COUNTERTOP

3' -6

1'-0"

EQ. 47

8" EQ.

2'-1"

2' -6

SCALE:

A1.2

SECTION

3/4" = 1'-0"

2X4 WD. BLK.

PLAS.LAM. ON 3/4"

PLAT. PLYWOOD

PLAU. COUNTERTOP

PLASTIC LAM.

END PANEL.

WALL BASE TO

MATCH EXISTING

1' -0

11 2"

8"

1'-0"

3'-17 8"

2'-1"

16 MM WIRE

PULL

PLAS. LAM. ON

ALL EXPOSED

SURFACES

TYP. 1/4" RADIUS

AT ALL CORNERS

5/8" GYP. BD. ON

EA, SIDE OF 3 5/8"

METAL STUDS

@ 16" O.C.

4" 4"

5/8" GYP. BD. ON

EA, SIDE OF 3 5/8"

METAL STUDS

@ 16" O.C.

3' -6

1'-0"

EQ. 47

8" EQ.

2'-1"

2' -6

SCALE:

A1.2

SECTION

3/4" = 1'-0"

PLAS.LAM. ON 3/4"

PLAT. PLYWOOD

PLAU. COUNTERTOP

TYP. 1/4" RADIUS

AT ALL CORNERS

5/8" GYP. BD. ON

EA, SIDE OF 3 5/8"

METAL STUDS

@ 16" O.C.

2X4 WD. BLK.

PLASTIC LAM.

END PANEL.

WALL BASE TO

MATCH EXISTING

SUPPORT

PLASTIC LAM.

ON ALL EXPOSED

SIDES

3' -6

2' -6

2' -6

1' -0

3' -6

5'-11" 9'-9"

3' -6

2' -6

2' -6

" 3' -6

2'-71 8"

8"

3'-6" 1'-6" 1'-6" 1'-6"4'-3" 2'-0" 1'-6" 3'-4" 1'-6" 1" 1"

A1.2

2' -6

2'-07 8" 8'-5" 5'-11" 5'-6" 4'-3"

8'-5"

5'-1" 5" 6'-0"

1' -0

EXISTING CMU WALL

STUD WALL SUPPORT

END PANEL-

BEYOND

/ SCALE:2 A1.2

ELEVATION

3/8" = 1'-0"

EXISTING 6" CMU WALL

8'-0"

/ SCALE:1 A1.2

SECTION/ ELEVATION

3/8" = 1'-0"

/ SCALE:4 A1.2

ELEVATION

3/8" = 1'-0"/ SCALE:3 A1.2

ELEVATION

3/8" = 1'-0"

END PANEL

3'-17 8"

5/8" GYP. BD. ON

EA, SIDE OF 3 5/8"

METAL STUDS

@ 16" O.C.

5/8" GYP. BD. ON

EA, SIDE OF 3 5/8"

METAL STUDS

@ 16" O.C.

5/8" GYP. BD. ON

EA, SIDE OF 3 5/8"

METAL STUDS

@ 16" O.C.

5/8" GYP. BD. ON

EA, SIDE OF 3 5/8"

METAL STUDS

@ 16" O.C.

5/8" GYP. BD. ON

EA, SIDE OF 3 5/8"

METAL STUDS

@ 16" O.C.

PLAS. LAM. ON

ALL EXPOSED

SURFACES

A1.2

A1.2

A1.2

2'-47 8"

A1.2

A1.2

2'-0"47 8"

2' -6

1' -6

2'

-0

1' -7

" 1'-6" 3'-6" 47 8" 2'-71

4"

2'-47 8"

8"

4' -2

1'

-6

5' -6

5'

-1 1"

3' -8

'-4

3/A1.2

4/ A1

.2

2/ A1

.2

1/A1.2

16*

10*

A1.2

A1.2SIM.

3' -8

1"

1'-117 8" 47

8"

1'-0"

1' -0

9'-0"8'-0"

16*

10*

17*

17*

A1.2

A1.2

3'-17 8"

3'-17 8"

4' -3

1' -6

3'

-4

ADD ALT #1

SECURED

ENTRY

A1.2 7-07

CASEWORK PLAN

ELEVATIONS, ROOM

FINISH SCHEDULE

AND DETAILS

ELT

C

SAGINAW OFFICE

CHECKED BY

APPROVED BY

FILE NO.

C

230 S. Washington Ave.

Saginaw, MI 48607 Tel. 989-754-4717 Fax. 989-754-4440 www.SpicerGroup.com2025

P:

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- S ec ure

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- 3 /10

/20

2:

:22 P

M - T ag g, Ed wa rd

L.

SHEET OF

DESIGNED BY

DRAWN BY

DATE

E-1525

PROJECT NO.

136268SG2024

DWM

DWM

MARCH 5, 2025

SHEET TITLE

ONEKAMA

CONSOLIDATED SCHOOLS

2024 BOND PROJECT

THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY

THE ARCITECT/ ENGINEER FOR THIS SPECIFIC APPLICATION AND

SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE WITH

THE CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS

DONE. THE ARCHITECT/ENGINEER DOES NOT GUARANTEE AND

WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION,

DESIGN OR PURPOSE.

SEAL

DRAWING LOG

DATE BY DESCRIPTION

PROJECT TITLE

BID PACK #2

SECURED ENTRY

3/5/25 90% QAQC REVIEW

3/5/25 ISSUED FOR BIDDING

3/7/25 REISSUE FOR BIDDING

North

TrueN orth

CASEWORK PLAN

SCALE: 3/8" = 1'-0"

ROOM FINISH SCHEDULE

ROOM FLOOR BASE

WALLS CEILING REMARKSNORTH SOUTH EAST WEST

NUM NAME MAT FIN MAT FIN MAT FIN HEIGHT

V403 VEST EXIST 1.

450 EXIST

455 CONFERENCE ROOM

SECRETARY/ RECEPTION

EXIST

EXIST/CP1

EXISTEXIST EXIST EXIST EXIST EXIST

MATERIALS AND FINISHES

NO. DESCRIPTIONS

PT1

WB MATCH EXISTING WALL BASE

INTERIOR GRADE LATEX PAINT, EGGSHELL

FINISH

CP1 NEW CARPET MATCH EXISTING

GYP

EXIST/GYP EXIST

MAT FIN

EXIST EXIST

EXIST EXIST/PT1

EXIST EXIST

MAT FIN MAT FIN

EXIST EXIST

EXIST EXIST

GYPSUM BOARD

NOTE:

1. PROTECT ALL EXISTING FINISHES ADJACENT TO NEW CONSTRUCTION

FROM DAMAGE.

2. PRIME AND PAINT NEW GYPSUM BOARD RATED WALL CONSTRUCTION.

3. PROVIDE NEW WALL BASE, MATCH EXISTING COLOR AND PROFILE.

4. TOUCH UP EXISTING WALLS ADJACENT TO NEW WALLS.

5. PROVIDE NEW CARPET AT AREAS DISTURBED BY CONSTRUCTION. NEW

CARPET TO MATCH EXISTING .

6. PROVIDE NEW CEILING "TEE'S" AND TILES AS REQUIRED TO COMPLETE

WORK. NEW CEILING "TEE'S' AND TILES TO MATCH EXISTING.

EXIST EXIST/CP1

EXIST/WB

EXIST/WB EXIST

EXIST

EXIST EXIST EXIST

EXIST

EXIST

1, 2, 3, 4, 5, 6

EXIST EXIST

EXIST EXIST

EXIST EXISTGYP

PT1

PT1 1, 2, 3, 4, 5, 6

North

TrueN orth

SECURED ENTRY

KEY PLAN

NO SCALE

DWM

NOTE:

* INDICATES ALL ITEMS NOTED TO BE PART OF ADD ALT #1

NOTE:

ELEVATIONS AND

SECTION TO BE PART

OF ADD ALT #1

PRINCIPAL

WORK

SICK

SEC/ RECP

FAN

SUPPLIES

VEST

V403

LOBBY

L403

STAFF T.

T442

CORRIDOR

C404

CONFERENCE

COUNSELOR

EX. 10x8

EX. 12x8 EX. 18x10 EX. 18x12

EX. 16x12EX. 14x10

EX

. 1

6x

EX

. 8 x8

EX

. 8 x1

EX. RCPEX. RCPEX. RCP

EX

. R C

P

EX. CUH

200 CFM

EX. SD

205 CFM

EX. SD

165 CFM

EX. RG

EX. RG

EX. RGEX. RG

EX. RG

EX. SD

230 CFM

EX. SD

230 CFM

EX. SD

100 CFM

EX. SD

175 CFM

EX. SD

100 CFM

EX.3/4" HWS/REX.3/4" HWS/R

EX

.3

/4 " H

W S/

R

EX

. 1 " H

W S

EX

. 1

" H W

R

EX. SR

250 CFM

EX. SR

250 CFM

EX. SD

230 CFM

EX

. 1

2x

S A

EX

. 1

8x

E A

EX. 8"Ø

EX. 8"Ø

EX. 6"Ø

EX. 6"Ø

EX. 8"Ø

EX. 8"Ø

EX. 8"Ø

EX. 8"Ø

EX. EA

RELIEF AIR

UP TO EX. HOOD

ON ROOF (RELIEF)

EX. T-STAT

EX. RP

T

T T

T

T

T

EX.

T-STAT

EX. RP

EX.

T-STAT

EX. RP

EX. T-STAT

EX. RP

EX. T-STAT

EX. AHU-11

EX. T-STAT

EX. AHU-12

PLAN REVIEW NOTE:

EX. FIRE CAULKED RA DUCT

(EXISTING CONDITION TO REMAIN)

PLAN REVIEW NOTE:

EX. FIRE CAULKED

(NO FIRE DAMPER)

DISCONNECT AND REMOVE

SA DUCT ONLY AS NEEDED

FOR REMOVAL OF WALL

DISCONNECT FLEX DUCT

AS NEEDED AND PREPARE

TO RELOCATED EX. SD &

EX. RG AND RECONNECT

RELOCATE

RELOCATE EX. T-STAT

FOR EX. RADIANT

PANEL WHERE SHOWN.

EX

. 1

0x

EA

EX. 6"Ø

EX. EA

75 CFM

EX. 8"Ø

EX. EA

240 CFM

PRINCIPAL

WORK

SICK

SEC/ RECP

FAN

SUPPLIES

VEST

V403

LOBBY

L403

STAFF T.

T442

CORRIDOR

C404

CONFERENCE

COUNSELOR

EX. 10x8

EX. 12x8 EX. 18x10 EX. 18x12

EX. 16x12EX. 14x10

EX

. 1

6x

EX

. 8 x8

EX

. 8 x1

EX. RCPEX. RCPEX. RCP

EX

. R

C P

EX. CUH

200 CFM

EX. SD

165 CFM

EX. RG

EX. RGEX. RG

EX. RG

EX. SD

230 CFM

EX. SD

230 CFM

EX. SD

100 CFM

EX. SD

175 CFM

EX. SD

100 CFM

EX.3/4" HWS/REX.3/4" HWS/R

EX

.3

/4 " H

W S/

R

EX

. 1 " H

W S

EX

. 1

" H W

R

EX. SR

250 CFM

EX. SR

250 CFM

EX. SD

230 CFM

EX

. 1

2x

S A

EX

. 1

8x

E A

EX. 8"Ø

EX. 8"Ø

EX. 6"Ø

EX. 6"Ø

EX. 8"Ø

EX. 8"Ø

EX. 8"Ø

EX. EA

RELIEF AIR

UP TO EX. HOOD

ON ROOF (RELIEF)

EX. T-STAT

EX. RP

T

T T

T

T

EX.

T-STAT

EX. RP

EX.

T-STAT

EX. RP

EX. T-STAT

EX. RP

EX. T-STAT

EX. AHU-11

EX. T-STAT

EX. AHU-12

PLAN REVIEW NOTE:

EX. FIRE CAULKED RA DUCT

(EXISTING CONDITION TO REMAIN)

PLAN REVIEW NOTE:

EX. FIRE CAULKED

(NO FIRE DAMPER)

RECONNECT

NEW SA & RA

DUCT

RECONNECT NEW FLEX DUCT

AS NEEDED AND RECONNECT

EX. SD & EX. RG

RELOCATE EX. T-STAT

FOR EX. RADIANT

PANEL WHERE SHOWN.

EX

. 1

0x

EA

EX. 6"Ø

EX. EA

75 CFM

EX. 8"Ø

EX. EA

240 CFM

T

EX. SD

205 CFM

EX. RG EX. 8"Ø

SECURED

ENTRY

North

TrueN orth

MECHANICAL DEMO FLOOR PLAN

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

M 1.0 07-07

MECHANICAL DEMO

& NEW WORK PLAN

JWL

North

TrueN orth

MECHANICAL FLOOR PLAN

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

C

SAGINAW OFFICE

CHECKED BY

APPROVED BY

FILE NO.

C

230 S. Washington Ave.

Saginaw, MI 48607 Tel. 989-754-4717 Fax. 989-754-4440 www.SpicerGroup.com2025

P:

\P roj

\13

SG

- O ne ka ma S ch oo ls Bo nd \2_

Au toC

AD

_G

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_M ap pin g\A

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P\

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\B id Pa ck

- S ec ure d E ntr y\M

EC

H\

ME

CH

.dw g -

3/ 6/2

5 9

:34 :11

A M

- L an dre y, Ja co b W

SHEET OF

DESIGNED BY

DRAWN BY

DATE

E-1525

PROJECT NO.

136268SG2024

DWM

DWM

MARCH 5, 2025

SHEET TITLE

ONEKAMA

CONSOLIDATED SCHOOLS

2024 BOND PROJECT

THE WORK REPRESENTED BY THIS DRAWING WAS DESIGNED BY

THE ARCITECT/ ENGINEER FOR THIS SPECIFIC APPLICATION AND

SPECIFIC LOCATION DESCRIBED HEREON IN ACCORDANCE WITH

THE CONDITIONS PREVALENT AT THE TIME THE DESIGN WAS

DONE. THE ARCHITECT/ENGINEER DOES NOT GUARANTEE AND

WILL NOT BE LIABLE FOR ANY OTHER LOCATION, CONDITION,

DESIGN OR PURPOSE.

SEAL

DRAWING LOG

DATE BY DESCRIPTION

PROJECT TITLE

BID PACK #2

SECURED ENTRY

3/5/25 90% QAQC REVIEW

3/5/25 ISSUED FOR BIDDING

North

TrueN orth

SECURED ENTRY

KEY PLAN

FTV

TV

J JJ

SD

J

J F

J

ED

ED

ED

ED

ED

ED

ED

SEC/ RECP

CLASSROOM

VEST

V403

LOBBY

L403

STAFF T.

T442

CORRIDOR

C404

CORRIDOR

C403

CONFERENCE

COUNSELOR

HD

HD

HD

ESES

ED

ED

W

TO EX.

CORRIDOR

LIGHTING

ED

ED

ED

G1-39*

G1-32* xRxR xRxR xR

G1-20*

G1-20*

G1-20*

G1-20*

G1-20*

G1-18*

G1-16*

G1-7*

G1-1*

G1-1* xNL xNL xNL

G1-3*

G1-3*

G1-1* G1-1*

IG

J1-6*

S S xRxR

S S xR xR

G1-39*

ED

xR

ED

ED

ED xR

ED

xR

E

F E

S

ED

ED

ED

ED

EXTERIOR

EXISTING

COLUMN

EXISTING

COLUMN

S3 S xR

U

SB

USB

USB

U

SB

HORIZON.

42" AFF

G1-16*

HORIZON.

42" AFF

G1-16*

F E

E

E

E E

E

E

E

E

E

E

E

E xR xR xR xR G1-3*

L18B L18

L4

L8

L4

L8B

SEE ARCH. SECTIONS AND

INTERIOR ELEVATIONS FOR LIGHT

FIXTURE MOUNTING HEIGHTS

(TYPICAL OF ALL NEW TYPE-LXX

WALL MNTD. DIRECT/INDIRECT

LINEAR LIGHT FIXTURES)

SEC/ RECP

CLASSROOM

SUPPLIES

VEST

V403

LOBBY

L403

STAFF T.

T442

CORRIDOR

C404

CORRIDOR

C403

CONFERENCE

455COUNSELOR

EXISTING

COLUMN

TV

60" AFF

G1-20* xR

HD

CR

ES

ES

ES

HD

HDE

E E

F

W E

E

E

E

E

E

E

L8

HORIZON.

42" AFF

G1-16*

TO EX.

CORRIDOR

LIGHTING

F

TV

J JJ

SD

J

ES

G1-39*

G1-32*

G1-20*

G1-20*

G1-20*

G1-18*

G1-16*

G1-1*

NL

G1-3*

G1-1*

E

E

E

E

E

E

E E E E

E

E

E

E

J

JE

G1-7*

G1-20*

J E xR

G1-20* S

G1-39*

E

IG

J1-6*

E

IG

IG

J1-6*

J1-6*

S3S

SxRxR xR S S xR

EXISTING

COLUMN

S xR

EXTERIOR

E

G1-1*

NL

G1-1* xR G1-3*

GENERAL:

EQUIPMENT, DUCTWORK, PIPING, ETC., TAGGED WITH PROCEEDING "EX." ARE EXISTING.

KEYNOTES:

NO ELECTRICAL DEMOLITION WORK IN THIS AREA, UNLESS DISCONNECTING AND REMOVING

EXISTING FEEDER AND/OR BRANCH CIRCUITRY (WIRING) AND ASSOCIATED RACEWAYS THAT

ARE ABANDONED BACK TO SOURCE.

DISCONNECT, REMOVE, AND DISCARD EXISTING DESIGNATED LIGHT FIXTURES AND LIGHTING

CONTROLS IN THIS SPACE AS SHOWN TO BE REPLACED. DISCONNECT AND REMOVE EXISTING

BRANCH CIRCUITRY (WIRING) AND ASSOCIATED RACEWAYS BACK TO SOURCE, UNLESS THEY

CAN BE REUSED. PROVIDE AND INSTALL NEW LIGHT FIXTURES AND ASSOCIATED LIGHTING

CONTROLS AS SHOWN IN THE NEW WORK FLOOR PLAN DRAWINGS. PROVIDE COVER PLATES

FOR ALL USED AND UNUSED JUNCTION BOXES.

DISCONNECT AND REMOVE EXISTING DESIGNATED LIGHT FIXTURES IN THIS SPACE AS SHOWN

TO BE RELOCATED. DISCONNECT AND REMOVE EXISTING BRANCH CIRCUITRY (WIRING) AND

ASSOCIATED RACEWAYS AND RECONFIGURE/EXTEND AS REQUIRED TO REINSTALL EXISTING

LIGHT FIXTURES AS SHOWN ON THE NEW WORK FLOOR PLANS. PROVIDE COVER PLATES FOR

ALL USED AND UNUSED JUNCTION BOXES.

DISCONNECT, REMOVE, AND DISCARD EXISTING DESIGNATED RECEPTACLES AND POWER

DEVICES IN THIS SPACE AS SHOWN. DISCONNECT AND REMOVE EXISTING BRANCH CIRCUITRY

(WIRING) AND ASSOCIATED RACEWAYS BACK TO SOURCE, UNLESS THEY CAN BE REUSED.

PROVIDE AND INSTALL NEW RECEPTACLES AND POWER DEVICES AS SHOWN IN THE NEW FLOOR

PLAN DRAWINGS. PROVIDE COVER PLATES FOR ALL USED AND UNUSED JUNCTION BOXES.

DISCONNECT, REMOVE, AND SALVAGE/PROTECT ALL EXISTING LOW-VOLTAGE DIVISION-27 AND

DIVISION-28 DATA/NETWORK AND AUDIO/VISUAL CABLING AS REQUIRED FOR THE RELOCATION

OF THE EXISTING WALL MOUNTED TELEVISION. DISCONNECT AND REMOVE EXISTING CABLING

AND ASSOCIATED RACEWAYS AND RECONFIGURE/EXTEND AS REQUIRED TO RE-INSTALL

EXISTING DEVICES/EQUIPMENT AS SHOWN ON THE NEW WORK FLOOR PLANS. TURN OVER ALL

UNUSED EQUIPMENT TO THE OWNER. COORDINATE ALL NEW REQUIRED BOXES, RACEWAYS,

AND POWER REQUIREMENT WITH THE OWNER. PROVIDE COVER PLATES FOR ALL USED AND

UNUSED JUNCTION BOXES.

DISCONNECT, REMOVE, AND SALVAGE/PROTECT EXISTING FIRE ALARM DEVICES IN THIS AREA

DUE TO THE DEMOLITION AND REMOVAL OF THE EXISTING CEILINGS AND/OR WALLS.

RE-CONFIGURE/EXTEND EXISTING FIRE ALARM CABLING/WIRING AS REQUIRED TO BOTH

RE-INSTALL EXISTING FIRE ALARM DEVICES AND INSTALL NEW FIRE ALARM DEVICES AS SHOWN

IN THE NEW FLOOR PLANS.

DISCONNECT AND REMOVE EXISTING DESIGNATED ACCESS CONTROLS AND AUTOMATIC

POWERED DOOR CONTROLS ON EXISTING DOORS THAT ARE TO BE REMOVED.

RECONFIGURE/EXTEND EXISTING ACCESS CONTROLS CABLING AND POWER CIRCUIT

CONNECTIONS AS REQUIRED TO RECONNECT TO NEW DOORS AS SHOWN ON THE NEW FLOOR

PLANS. COORDINATE NEW ACCESS CONTROLS AND AUTOMATIC POWERED DOOR CONTROLS

WITH NEW DOOR SCHEDULES, SHOP DRAWING SUBMITTALS, AND THE OWNER.

ED

ED

ED

ED

ED

ED

ED

ELECTRICAL DEMOLITION KEYNOTES:

1. ALL EXISTING FIRE ALARM SYSTEM DEVICES, EQUIPMENT, AND WIRING

SHALL REMAIN IN ACCORDANCE WITH NFPA 70 AND 72. SYSTEM SHALL

ALSO MEET ALL APPLICABLE BUILDING CODES, FIRE CODES, INCLUDING

THE 2015 MICHIGAN BUILDING CODE AND 2021 MICHIGAN MECHANICAL

CODE, AND THE REQUIREMENTS OF THE AUTHORITY HAVING

JURISDICTION. VERIFY REQUIREMENTS PRIOR TO BID SUBMITTAL.

2. INFORMATION ON CONTRACT DOCUMENTS IS GENERAL INFORMATION

AND IS FOR BIDDING PURPOSES ONLY. PERFORM REQUIRED

CALCULATIONS AND COORDINATE WITH OTHER TRADES. THE FINAL

DESIGN SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, BUILDING

LAYOUT DRAWINGS WILL BE PROVIDED.

3. PROVIDE ALL EQUIPMENT AND LABOR REQUIRED TO MAINTAIN THE

EXISTING COMPLETE AND OPERATIONAL FIRE ALARM SYSTEM THAT IS

TO REMAIN.

4. PROVIDE FIRESTOPPING MATERIALS WHERE REQUIRED.

SCOPE OF WORK:

1. RELOCATE EXISTING DEVICES LOCATED IN THE CEILINGS AND WALLS

THAT ARE TO BE IMPACTED BY THE CEILING AND WALL REMOVAL, SEE

ELECTRICAL SHEETS.

2. FIELD VERIFY EX. FIRE DETECTION AND ALARM CABLING THAT MAY

INTERFERE/CONFLICT WITH ARCHITECTURAL AND MECHANICAL

DEMOLITION REQUIRED FOR INSTALLATION OF THE NEW DUCTWORK,

PIPING, CEILINGS, AND WALLS AS SHOWN ON THE NEW WORK PLANS.

DISCONNECT AND EXTEND/RE-CONFIGURE FIRE ALARM CABLING TO

MAINTAIN AND EXTEND EX. FIRE DETECTION AND ALARM SYSTEM AS

REQUIRED.

GENERAL FIRE ALARM NOTES

1. INSTALLATION OF ALL WORK SHALL BE IN ACCORDANCE OF ALL

APPLICABLE LOCAL CODES, ORDINANCES, AND THE EDITION OF THE

NATIONAL ELECTRICAL CODE NFPA 70 (NEC) IN EFFECT.

2. PRIOR TO WORK BEGINNING, CONTRACTOR SHALL SECURE ALL

NECESSARY PERMITS AND/OR CLEARANCES FROM THE AUTHORITIES

HAVING JURISDICTION. PROVIDE ALL LABOR AND MATERIALS FOR A

COMPLETE AND OPERABLE SYSTEM.

3. FINAL LOCATIONS OF ELECTRICAL EQUIPMENT SHALL BE COORDINATED IN

THE FIELD ACCORDING TO EQUIPMENT BEING SERVED.

4. ALL CONDUCTORS SHALL BE IDENTIFIED.

5. ALL EQUIPMENT SHALL BE UL LISTED.

6. ELECTRICAL SYSTEMS SHALL BE GROUNDED AND BONDED PER NEC 250.

7. PRIOR TO SUBMITTING BIDS, CONTRACTOR SHALL VISIT THE SITE AND

INSPECT EXISTING EQUIPMENT AND AREA CONDITIONS THAT MAY AFFECT

WORK TO BE PERFORMED. CONTRACTOR SHALL INFORM

ARCHITECT/ENGINEER OF ANY DISCREPANCIES BETWEEN EXISTING

CONDITIONS AND INTENT OF DRAWINGS AND SPECIFICATIONS.

8. PROVIDE ALL WIRE NECESSARY FOR THE PROPER OPERATION OF THE

SYSTEM.

9. ALL EXISTING AND NEW PANELS IMPACTED BY THE PROJECT SHALL BE

PROVIDED WITH UPDATED TYPEWRITTEN PANELS SCHEDULES INDICATING

ROOM NUMBER AND EQUIPMENT OR DEVICES SERVED BY THE CIRCUIT.

10. CONTRACTOR TO BALANCE LOADS ON AVAILABLE PHASES IN ACCORDANCE

WITH EQUIPMENT MANUFACTURER'S RECOMMENDATIONS.

11. INSTALLATION OF EQUIPMENT, COMPONENTS AND WIRING FOR ELECTRICAL

SYSTEMS SHALL BE IN ACCORDANCE OF MANUFACTURER'S

RECOMMENDATIONS.

12. CONTRACTOR TO COORDINATE WORK WITH ALL OTHER TRADES.

13. ELECTRICAL CONTRACTOR TO COORDINATE WITH MECHANICAL, PLUMBING

AND OTHER TRADES TO PROVIDE ALL EQUIPMENT ASSOCIATED WITH THEIR

RESPECTIVE TRADES WITH NECESSARY WIRING AND CONDUIT

INFRASTRUCTURE FOR ALL SENSORS, AND CONTROL SYSTEMS AS

REQUIRED.

14. ELECTRICAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING ELECTRODE

GROUNDING CONDUCTORS (EGC) AND COORDINATE WITH THE ENGINEER.

15. DEVICES, FIXTURES, EQUIPMENT, ETC., TAGGED WITH A PRECEDING "EX."

OR DESIGNATED "E" ARE EXISTING TO REMAIN.

16. DEVICES, FIXTURES, EQUIPMENT, ETC. TAGGED WITH A DESIGNATED "xRP"

OR EXISTING TO BE REPLACED. FIELD VERIFY. REUSE EX. JUNCTION BOXES,

RACEWAYS, AND WIRING, IF APPLICABLE. INCLUDE NEW COVER PLATES ON

ALL USED AND UNUSED JUNCTION BOXES.

17. DEVICES, FIXTURES, EQUIPMENT, ETC. TAGGED WITH A DESIGNATED xR" OR

EXISTING TO BE RELOCATED. FIELD VERIFY.

18. E.C. SHALL FIELD VERIFY AND REUSE EXT'G 120VAC BRANCH CIRCUITS AS

MUCH AS POSSIBLE. COORDINATE BRANCH CIRCUITS WITH THE ENGINEER

AND DOCUMENT ON FINAL PROJECT AS-BUILT DRAWINGS.

19. ALL EXIT SIGNS AND EMERGENCY ONLY LIGHT FIXTURES SHALL HAVE A

DIRECT 'HOT' CONNECTION TO THE LOCAL AREA LIGHTING BRANCH CIRCUIT,

AHEAD OF ANY LOCAL SWITCH/CONTROL AS REQUIRED. DOCUMENT ON

FINAL AS-BUILT DRAWINGS ACCORDINGLY.

GENERAL ELECTRICAL NOTES

LIGHT FIXTURE SYMBOLS

- LINEAR SURFACE MOUNTED LIGHT FIXTURE

- 2' X 4' RECESSED LIGHT FIXTURE

- RECESSED LIGHT FIXTURE

- EXIT SIGN LIGHT FIXTURE w/ DOUBLE EMERGENCY LIGHTING

FIXTURE HEADS

F

- MANUAL FIRE ALARM PULL STATION MNTD. SO BOTTOM OF BOX

IS 44" AFF.

F

- FIRE ALARM AUDIO/VISUAL (HORN/STROBE) NOTIFICATION DEVICE.

WALL MNTD. SO BOTTOM OF BOX IS 70"-86" AFF.

FIRE ALARM SYSETM SYMBOLS

ACCESS CONTROL COORDINATION SYMBOLS

ES - ACCESS CONTROLS ELECTRIC STRIKE (VIF)

REFER TO HARDWARE SHOP DRAWINGS FOR MORE INFORMATION.

- ACCESS CONTROLS ADA 120VAC AUTOMATIC DOOR

OPERATOR PUSHBUTTON (VIF). REFER TO HARDWARE

SHOP DRAWINGS FOR MORE INFORMATION.

HD

CR - ACCESS CONTROLS CARD READER (VIF)

REFER TO HARDWARE SHOP DRAWINGS FOR MORE

INFORMATION.

- DOUBLE HEAD EMERGENCY ONLY LIGHTING FIXTURE

S3

S

- 3-WAY TOGGLE LIGHTING CONTROL WALL SWITCH

- SINGLE POLE TOGGLE LIGHTING CONTROL WALL SWITCH

- 2' X 4' RECESSED LIGHT FIXTURE w/ INTEGRAL EMERGENCY

BATTERY BACK-UP. FIELD VERIFY EXISTING.

- LINEAR SURFACE MOUNTED LIGHT FIXTURE w/ REMOTE

EMERGENCY BATTERY BACK-UP. FIELD VERIFY EXISTING.

ELECTRICAL POWER SYMBOLS

- 120V-20A COMMERCIAL GRADE DUPLEX RECEPTACLE. MNTD. SO

BOTTOM IS AT 18" AFF (UON). ALL NEW DUPLEX RECEPTACLES

SHALL BE TAMPER-RESISTANT (TR).

(BASED ON LEVITON #TBR20-x).

- 120V-20A COMMERCIAL GRADE QUAD. TAMPER- RESISTANT (TR)

RECEPTACLES WITHIN A SHARED COVERPLATE. MNTD. SO

BOTTOM IS AT 18" AFF (UON). (BASED ON LEVITON #TBR20-x).

- 120V-20A COMMERCIAL GRADE TAMPER-RESISTANT (TR) DUPLEX

RECEPTACLE WITH 1 - USB-A AND PORT 1 - USB-C PORT. MNTD. SO

BOTTOM IS AT 18" AFF (UON). (BASED ON LEVITON #GUAC2-x).

- ELECTRIC SPECIAL CONNECTION. FIELD VERIFY CONNECTION

REQUIREMENTS w/ SHOP DRAWINGS AND MANUFACTURER'S

INSTALLATION INSTRUCTIONS.

SYSTEMS COORDINATION SYMBOLS

- DATA/NETWORK OUTLET, 2-GANG BACKBOX w/ A SINGLE-GANG MUD

RING AND A 1" CONDUIT SLEEVE w/ BUSHING STUBBED ABOVE THE

NEAREST ACCESSIBLE CEILING (UON). DEVICE, CABLING, AND

TERMINATIONS BY OTHERS.

- TELEVISON OUTLET, RECESSED 2-GANG BACKBOX w/ 1" CONDUIT SLEEVE w/ BUSHING STUBBED ABOVE THE NEAREST ACCESSIBLE

CEILING (UON). DEVICE, CABLING, AND TERMINATIONS BY OTHERS.

(BASED ON: LEGRAND #TV2MX)

- EXISTING WIRELESS ACCESS POINT (WAP) FOR REFERENCE ONLY

(VIF). FIELD VERIFY WITH THE OWNER.

TV

- EXISTING ANALOG CLOCK TO REMAIN

W

USB

- 120V-20A COMMERCIAL GRADE ISOLATED GROUND DUPLEX

RECEPTACLE. MNTD. SO BOTTOM IS AT 18" AFF (UON). ALL NEW

DUPLEX RECEPTACLES SHALL BE TAMPER-RESISTANT (TR).

FIELD VERIFY AND MATCH FINISH OF EXISTING ISOLATED GROUND

RECEPTACLES.

IG

ELECTRICAL GENERAL DEMO NOTES

1. PRIOR TO SUBMITTING BID, ELECTRICAL CONTRACTOR SHALL VISIT THE

SITE TO VERIFY/INSPECT THE EXTENT OF EXISTING CONDITIONS.

2. REMOVE ALL ASSOCIATED ELECTRICAL COMPONENTS, HANGERS, WIRING,

CABLING, CONDUIT, BOXES, DEVICES AND ALL OTHER ITEMS RELATED TO

EQUIPMENT AND MATERIALS WHICH ARE INDICATED TO BE REMOVED.

3. REMOVE ALL WIRING AND CONDUIT BACK TO THE SOURCE IN EXISTING

CIRCUITS WHICH ARE BEING DEMOLISHED.

4. UNLESS INDICATED, NO EQUIPMENT, MATERIALS OR ASSOCIATED

COMPONENTS SHALL BE ABANDONED IN PLACE.

5. ALL CONDUITS WHICH ARE CONCEALED IN CONCRETE WALLS OR SLABS

SHALL BE ABANDONED. ALL WIRING/ CABLING SHALL BE REMOVED FROM

ABANDONED CONDUITS.

6. CONTRACTOR SHALL CLEAN THE PROJECT SITE AT THE END OF EACH

WORKING DAY.

7. PROTECT FROM DAMAGE ALL EXISTING WORK TO REMAIN. ANY DAMAGED

MATERIAL AND EQUIPMENT TO REMAIN SHALL BE REPLACED WITH

MATERIALS AND EQUIPMENT CONFORMING TO SPECIFICATIONS.

8. WHERE EXISTING FLOORS, WALLS AND ROOFS MUST BE CUT OR ARE

DAMAGED DURING REMOVAL OR RELOCATION OF ELECTRICAL WORK,

PATCH THE CUT OR DAMAGED AREAS TO MATCH ADJACENT

CONSTRUCTION.

SECURED

ENTRY

North

TrueN orth

SECURED ENTRY

ELECTRICAL DEMOLITION FLOOR PLAN

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

E 1.0 8-08

ELECTRICAL

FLOOR PLANS &

NOTES

North

TrueN orth

SECURED ENTRY

ELECTRICAL FLOOR PLAN

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

C

SAGINAW OFFICE

CHECKED BY

APPROVED BY

FILE NO.

C

230 S. Washington Ave.

Saginaw, MI 48607 Tel. 989-754-4717 Fax. 989-754-4440 www.SpicerGroup.com2025

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