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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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
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SH
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F
PA
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EP
TA
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H
AN
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YE
R
C
LO
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ES
H O
O
KS
FIN FLR
TOILET ROOM ACCESSORIES
SO
AP
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PE
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R
FI
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AN
D /O
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EX
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H
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C
AB
IN
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FIN FLR FIN FLR
FIRE EXTINGUISHER EQUIPMENT
M
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VA
LV
E R
AC
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FI
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VA
LV
E C
AB
IN
ET
FI
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H O
SE
FI
R
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EX
TI
N
G U
IS
H
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FIN FLR
COAT RACK
M
AX
3'-6"
MIN.
BENCH
ADA BENCH
M
AX
C
IR
C U
IT
BR
EA
KE
R
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IM
M
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SW
IT
C H
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C H
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FI
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AR
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IN
IN
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FIN FLR
CONVENIENCE CONTROLS & OUTLETS
.5
O F
BU
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TR
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EV
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BR
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SH
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J
AM
BS
O
F
EL
EV
AT
O R
H O
IS
TW
AY
E
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
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\T1
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C
OV
ER
S
HE
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.-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
SG
- O ne ka ma S ch oo ls Bo nd \2_
Au toC
AD
_G
IS
_M ap pin g\A
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P\
AR
CH
\B id Pa ck
- 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\
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:
: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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- 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
IS
_M ap pin g\A
ME
P\
AR
CH
\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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