Inerior Renovation Plans.pdf

PDF 4 MB Posted May 13, 2026

Attached to: DSISD Interior Renovation Project
Solicitation number: RFP DELT 260000002020 2
Issued by: Delta County, Edmore Village, Michigan

About this file

Written by GovTribe AI · May 14, 2026

This is an Interior Renovation Plans document for the Delta Schoolcraft Intermediate School District (DSISD) located in Escanaba, Michigan. The project, designated as Job No. 25-4669 with a set date of April 30, 2026, involves interior renovation work at the district's facility located at 2525 3rd Avenue South in Escanaba. The comprehensive design package includes architectural, structural, mechanical, plumbing, and electrical plans prepared by Dynamic Design Group, Inc., based in Escanaba. The project scope encompasses floor plan renovations, ceiling plan modifications, roof framing updates, interior elevations, door and room finish schedules, mechanical equipment support framing, plumbing systems modifications, mechanical ventilation and piping systems, and electrical power and lighting systems. The design package consists of 34 detailed sheets covering demolition plans, specifications, schedules, and control diagrams across all trades. The project adheres to NFPA 101 Building Code requirements for new educational occupancies as outlined in Chapter 14, with existing means of egress requirements noted and preserved.

The document does not contain explicit information regarding pricing terms, bid submission deadlines, bidder's meetings, site visit requirements, award dates, contract duration, set-asides, or funding sources. The plans indicate that existing infrastructure is to remain in place where applicable, and the project is designed for construction implementation. Potential bidders and contractors should refer to the associated contract opportunity documents and bid specifications for complete information regarding project costs, submission procedures, evaluation criteria, and project timeline details.

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Dynamic Design *URXS� inc�

Engineers Architects Project Managers

Dynamic Design Group, inc.

P.O. Box 1064 900 1st Ave. So., Ste. A Escanaba, MI ph.: 906.786.3300 fax: 906.233.7391 email: gen@ddgi-ddm.com www.ddgi-ddm.com

PROJECT TITLE:

OWNER:

DESIGNER:

G0.1

Interior Renovation

Escanaba, MI Delta Schoolcraft Intermediate School District

Escanaba, MI 49829 2525 3rd Avenue South Delta Schoolcraft Intermediate School District

SET DATE: 04-30-2026

JOB NO.: 25-4669

THREE FULL WORKING DAYS

BEFORE YOU DIG, CALL THE

"MISS DIG" SYSTEM AT

1-(800)-482-7171 OR 811

LOCATION MAPS

SHT. NO. TITLE SHEET SHEET ISSUE DATE

G0.1 TITLE SHEET 04-30-2026

G0.2 ABBREVIATIONS AND GENERAL NOTES 04-30-2026

D1.1 ENLARGED EXISTING/DEMOLITION PLAN 04-30-2026

A1.1 OVERALL FLOOR PLAN 04-30-2026

A1.2 NORTH SPACE - ENLARGED FLOOR PLAN AND WALL TYPE DETAILS 04-30-2026

A1.3 EAST SPACE - ENLARGED FLOOR PLANS 04-30-2026

A1.4 REFLECTED CEILING PLAN 04-30-2026

A1.5 EXTG/DEMOLITION PARTIAL ROOF PLAN, PROP. PARTIAL ROOF PLAN, 04-30-2026

EXTG ROOF FRAMING WITH PROP. STRUCTURAL, AND DETAILS

A2.1 SECTIONS AND DETAILS 04-30-2026

A3.1 INTERIOR ELEVATIONS AND DETAILS 04-30-2026

A4.1 DOOR AND ROOM FINISH SCHEDULE 04-30-2026

S1.1 ENLARGED FLOOR PLANS, MECHANICAL EQUIPMENT SUPPORT 04-30-2026

FRAMING, AND STRUCTURAL DETAILS

P0.1 PLUMBING SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES 04-30-2026

P0.2 PLUMBING SPECIFICATIONS 04-30-2026

P1.1 PLUMBING DEMOLITION PLAN 04-30-2026

P2.1 PLUMBING WATER PLAN, PLUMBING WASTE & VENT PLAN, 04-30-2026

AND PLUMBING FIXTURE SCHEDULE

M0.1 MECHANICAL SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES 04-30-2026

M0.2 MECHANICAL SPECIFICATIONS 04-30-2026

M1.1 MECHANICAL DEMOLITION PLAN 04-30-2026

M2.1 MECHANICAL VENTILATION PLAN 04-30-2026

M2.2 MECHANICAL PIPING PLAN 04-30-2026

M5.1 MECHANICAL DETAILS 04-30-2026

M5.2 MECHANICAL DETAILS 04-30-2026

M6.1 MECHANICAL SCHEDULES 04-30-2026

M7.1 MECHANICAL CONTROL DIAGRAMS 04-30-2026

E0.1 ELECTRICAL SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES 04-30-2026

E0.2 ELECTRICAL SPECIFICATIONS 04-30-2026

E1.1 ELECTRICAL DEMOLITION PLAN 04-30-2026

E2.1 ELECTRICAL POWER PLAN 04-30-2026

E2.2 ELECTRICAL LIGHTING PLAN 04-30-2026

E5.1 ELECTRICAL SCHEDULES 04-30-2026

SHEET INDEX

In te rio r R en ov at io n

B N

T D

-2

D el ta S ch oo lc ra ft In te rm ed ia te S ch oo l D is tri ct

Es ca na ba , M

3RD AVE SO

S T

U S

DELTA COUNTY

PROJECT LOCATION

FOR REVIEW / FOR CONSTRUCTION

NFPA 101 - BUILDING CODE DATA: CHAPTER 14

Chapter Section / Table Allowable Actual Remarks

14 NEW EDUCATIONAL OCCUPANCIES

14.1.3.2 - Assembly and Educational -- Noted - Accounted

14.1.7 - Occupant Load -- See Table 7.3.1.2 See occupancy noted above

14.2 - Means Of Egress Requirements Noted Provided Existing to remain.

14.2.5.3.1 Common Path of

Egress Travel

<75' Office Area <100' Conf. Rm. Provided

14.2.5.5 Dr leading to

an exit Provided

14.2.6 Travel Distance <150' Provided

14.2.11.1 Windows for

Rescue

Required Two provided in classroom.

MICHIGAN BUILDING CODE DATA:

Chapter Section / Table Allowable Actual Remarks

3 USE AND OCCUPANCY CLASSIFICATION

E-EDUCATION

5 GENERAL BUILDING HEIGHTS AND AREAS

5 Table 504.3 Allowable Bldg.

Ht. in ft. Above Grade Plane 55 EXTG<55

5 Table 504.4 Allowable No.

Stories Above Grade Plane 3 EXTG=1

5 Table 506.2 Allowable Area Factor EXTG EXTG

5 Section 508 Mixed Use NO NO

5 Section 509 Incidental Use NONE

6 TYPES OF CONSTRUCTION

6 Section 602 Construction Classification EXTG IIB SAME FRAMING METAL STUDS

Table 601 Fire Res. Rating Req. for Bldg. Elements 0 0

Table 602 Fire Res. Rating for Ext. Walls on Sep. Dist. N/A N/A

7 FIRE AND SMOKE PROTECTION FEATURES

7 Section 707 Fire Barriers N/A N/A

9 FIRE PROTECTION SYSTEMS

Section 903Automatic Sprinkler Sys. NOT REQ'D. NOT PROVIDE EXISTING BUILDING

Section 906 Portable Fire Extinguishers REQ'D. EXISTING

Section 907 Fire Alarm and Detection Systems REQ'D. PROVIDED

10 MEANS OF EGRESS

Table 1004.1.2 Floor Area Per Occupant

SAME AS

EXISTING SAME

NO NEW FLOOR AREA

ADDED. RENOVATED

SPACES OCCUPANTS IS <

PROPOSED NEW USE.

10 Section 1006 No. of Exit 2 REQ'D. 2 PROVIDE

10 Minimum Corridor Width 6' PER NFPA EXTG >6'

BUILDING DATA:

AREA: RENOVATED (NORTH) = 3,230 SF

RENOVATED (EAST) = 6,040 SF

BUILDING AND CODE DATA

CODES REFERENCED:

· 2021 MICHIGAN BUILDING CODE

· 2021 MICHIGAN MECHANICAL CODE

· 2021 MICHIGAN PLUMBING CODE

· 2023 NATIONAL ELECTRIC CODE (NEC)

· 2017 ICC/ANSI A117.1 - ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

· 2021 MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS

· 2021 MICHIGAN COMMERCIAL ENERGY CODE

DELTA SCHOOLCRAFT

INTERMEDIATE SCHOOL

DISTRICT

Construction Schedule

· Summer Break = May 26, 2026 - August 24, 2026

· The Owner would like all of the work completed during summer break. If the work cannot be completed during the scheduled summer break, the focus shall be sequenced to minimize disruption while students are present and focused on completing the following during summer break:

·· Scheduled renovation work in the East Space.

·· Scheduled work in and adjacent to the buildings main corridors, including but not limited to:

··· Demolition and construction required for new doors.

··· Door installation.

··· Above ceiling work associated with mechanical, electrical and plumbing.

··· Finish work. Flooring, base, painting and ceilings.

· Construction work shall be separated from the remainder of the building by a 1 hour barrier, if the building is occupied.

The existing corridors are a 1 hour barrier. See temporary construction notes on Sheet A1.1 for suggested locations of temporary 1 hour fire barriers.

04-30-2026

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ABBREVIATIONS

1. GENERAL

1.1. THE WORD "CONTRACTOR" MEANS, THE PRIME

CONTRACTOR OR THE CONTRACTOR SCHEDULED TO

PERFORM THE WORK.

1.2. CONTRACTOR AND ALL SUBCONTRACTORS SHALL

FAMILIARIZE HIMSELF WITH THE ENTIRE SET OF

CONSTRUCTION DOCUMENTS AND MAKE HIMSELF AWARE

OF OTHER DISCIPLINES WORK THAT MAY AFFECT HIS.

1.3. CONTRACTOR AND ALL SUBCONTRACTORS SHALL VISIT THE

BUILDING SITE AND MAKE HIMSELF AWARE OF CONDITIONS

THAT MAY AFFECT HIS WORK.

1.4. CONTRACTOR IS RESPONSIBLE FOR AND SHALL INCLUDE

PROVISIONS IN HIS BID FOR COORDINATING WORK

BETWEEN OTHER TRADES.

1.5. CONTRACTOR AND ALL SUBCONTRACTORS SHALL

COMPLETELY REVIEW EVERY DRAWING AND SPECIFICATION

TO HAVE A COMPLETE UNDERSTANDING OF THE ENTIRE

PROJECT AND THE WORK THAT MAY BE AFFECTED BY HIS

WORK AND THE WORK OF OTHER DISCIPLINES THAT MAY

AFFECT HIS WORK.

1.6. DO NOT SCALE DRAWINGS. USE DIMENSIONS AND

ELEVATIONS PROVIDED. IF DIMENSIONS AND ELEVATIONS

ARE IN QUESTION, CONTRACTOR SHALL CONTACT THE

OFFICE OF THE ENGINEER BEFORE CONTINUING WITH

WORK.

1.7. EACH CONTRACTOR SHALL VERIFY ALL CONDITIONS AND

DIMENSIONS AND ELEVATIONS AT THE SITE. NEITHER THE

OWNER NOR DYNAMIC DESIGN GROUP, INC. ASSUMES

RESPONSIBILITY FOR CONDITIONS OR DIMENSIONS THAT

ARE EXISTING OR SHOWN AS EXISTING. IF EXISTING ITEMS

ARE DIMENSIONED - DIMENSIONS ARE FOR BIDDING

PURPOSES ONLY AND SHALL BE VERIFIED BY CONTRACTOR.

1.8. ALL HOLES FOR PLUMBING, ELECTRICAL, OR HVAC;

CONDUITS, PIPING, DUCTWORK ARE TO BE REPAIRED BY

THE ASSOCIATED TRADE. ALL TRADES SHALL TAKE CARE

TO MAKE HOLES ONLY AS LARGE AS REQUIRED, ALL HOLES

SHALL BE NEATLY CUT.

1.9. HOLES IN WALLS OR FLOORS SHALL BE PROPERLY SEALED.

1.10. FIELD VERIFY ALL DOOR AND WINDOW ROUGH OPENING

SIZES PRIOR TO ORDERING OR INSTALLATION.

1.11. WHEN CONTRADICTIONS OCCUR BETWEEN THE PLANS AND

THE SPECIFICATIONS AND/OR ERRORS ARE FOUND IN

EITHER, THE CONTRACTOR SHALL OBTAIN CLARIFICATION

FROM THE OFFICE OF THE ENGINEER BEFORE CONTINUING

WITH CONSTRUCTION.

1.12. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE

PLANS, THE CURRENT MICHIGAN BUILDING CODES, ALL

LOCAL ORDINANCES AND NORMAL INDUSTRY STANDARDS.

1.13. CONTRACTOR IS TO OBTAIN AND PAY FOR PERMITS,

LICENSES, FEES, INSPECTIONS, ETC. AS MAY BE REQUIRED

FOR HIS CONTRACTED WORK, FOR COMPLETION OF HIS

OWN PORTION OF THE PROJECT.

1.14. CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS

DIG" PRIOR TO PERFORMING ANY EXCAVATION.

1.15. CONTRACTOR SHALL REMOVE ALL CONSTRUCTION RUBBISH

AND DEMOLISHED MATERIALS GENERATED UNDER HIS

CONTRACTED PORTION OF THE WORK, FROM THE SITE ON

A WEEKLY BASIS AND AT THE END OF THE JOB AND SHALL

DISPOSE OF APPROPRIATELY. THE ENTIRE PROJECT SHALL

BE LEFT BROOM CLEAN.

1.16. CONTRACTOR SHALL FOLLOW "OCCUPATIONAL SAFETY AND

HEALTH ACT" REQUIREMENTS ISSUED BY THE STATE AND

LOCAL LAWS, RULES AND REGULATIONS AS THEY APPLY.

1.17. ALL MATERIALS AND EQUIPMENT INCORPORATED INTO THE

WORK SHALL BE NEW, UNLESS OTHERWISE APPROVED BY

THE OWNER AND ENGINEER.

1.18. CONTRACTOR SHALL BE RESPONSIBLE FOR THE ERECTION

AND MAINTENANCE OF ALL BARRICADES, GUARDRAILS,

LIGHTS AND SIGNS NECESSARY FOR PUBLIC SAFETY.

1.19. CONTRACTOR SHALL PROVIDE PROTECTION AGAINST RAIN,

WIND, STORMS, COLD OR HEAT SO AS TO MAINTAIN ALL

WORK, MATERIALS, APPARATUS, EQUIPMENT AND

FIXTURES UNDER HIS CONTRACT, INCORPORATED IN THE

WORK OR STORED ON SITE FREE FROM INJURY OR

DAMAGE. COVER ALL NEW WORK LIKELY TO BE DAMAGED

ON A DAILY BASIS. ITEMS WHICH REQUIRE DRY STORAGE

SHALL BE STORED IN A DRY BUILDING AND NOT UNDER

TARPS.

1.20. PROVIDE LINTELS/HEADERS AS REQUIRED FOR ALL

MECHANICAL DUCTWORK, LOUVERS, DOORS, OPENINGS,

ETC. WHETHER SPECIFICALLY CALLED OUT ON PLANS OR

NOT.

1.21. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING THE

PROPER SMOKE, DRAFT AND FIRE STOPS THROUGHOUT

THE BUILDING.

1.22. CONTRACTOR SHALL PERFORM SHOP DRAWING REVIEW IN

COMPLETE DETAIL PRIOR TO SENDING THE SHOP

DRAWINGS TO THE ENGINEER. IF CONTRACTOR FINDS

SIGNIFICANT REVISIONS, CONTRACTOR SHALL SEND BACK

TO THE SUPPLIER FOR REVISION. CONTRACTOR SHALL

ONLY SEND FINAL, CONTRACTOR APPROVED SHOP

DRAWINGS TO THE ENGINEER.

1.23. CONTRACTOR SHALL PROVIDE AS-BUILTS OF ALL WORK

AND DISCIPLINES AT THE END OF THE PROJECT BEFORE

FINAL PAYMENT IS AUTHORIZED.

1.24. CONTRACTOR SHALL PROVIDE AT LEAST ONE PORTABLE

TOILET TO BE USED/SHARED BY ALL WORKERS ON THE

JOBSITE.

1.25. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLOWING

AND SNOW REMOVAL ON THE JOB SITE DURING THE

WINTER MONTHS.

2. STRUCTURAL - GENERAL

2.1. DESIGN LOADS

2.1.1. RISK CATEGORY = II

2.1.2. FLOOR DEAD LOADS = 15 PSF

2.1.3. FLOOR LIVE LOADS

CLASSROOMS = 40 PSF

CORRIDORS = 100 PSF

2.1.4. SNOW LOADS: ASCE 7-10

GROUND SNOW LOAD, Pg = 60 PSF ROOF SNOW LOAD, Pf = 46 PSF

DRIFT, SLIDING & UNBALANCED LOADS APPLY

EXPOSURE FACTOR, Ce = 1.0 THERMAL FACTOR, Ct = 1.1

IMPORTANCE FACTOR, I = 1.0

2.1.5. WIND LOADS: ASCE 7-10

BASIC WIND SPEED = 115 MPH

BASED UPON RISK CATEGORY

IMPORTANCE FACTOR, I = 1.0

EXPOSURE = B

EXPOSURE FACTOR, Ce = 1.0

3. STRUCTURAL - FOUNDATIONS

3.1. ALL CONCRETE SLABS ON GRADE SHALL BE PLACED ON

WELL COMPACTED UNDISTURBED VIRGIN SOIL OR

APPROVED STRUCTURAL FILL AND IT SHALL BE 95%

PROCTOR DENSITY OR BETTER. REFER TO SPECIFICATIONS.

4. STRUCTURAL - CONCRETE

4.1. CONCRETE WORK SHALL CONFORM TO THE LATEST

STANDARDS OF THE ACI-318 CODE.

4.2. CONCRETE SHALL HAVE A MINIMUM 28-DAY COMPRESSIVE

STRENGTH OF:

4.2.1. SLABS-ON-GRADE (INTERIOR) = 4000 PSI

4.3. ALL INTERIOR CONCRETE SLABS SHALL HAVE A 10 mil POLY

VAPOR BARRIER (MIN) BELOW THE SLAB.

4.4. PLACE EXPANSION JOINTS AS SHOWN ON DRAWINGS.

4.5. CUT SLAB CONTROL JOINTS WITH A DEPTH OF 1/3 OF SLAB

THICKNESS IN LOCATIONS SHOWN ON DRAWINGS. IF

LOCATIONS ARE NOT INDICATED ON DRAWINGS LOCATE

CONTROL JOINTS AT THE FOLLOWING SPACING:

CONTROL JOINT SPACING = MAXIMUM OF 36 TIMES THE

CONCRETE THICKNESS. LENGTH OF SLAB SHALL NOT

EXCEED 1 1/2 TIMES THE WIDTH.

5. STRUCTURAL - REINFORCEMENT

5.1. STEEL REINFORCING BARS SHALL CONFORM TO ASTM A615

- GRADE 60 (60,000 PSI)

5.2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185

5.3. CLEARANCES (COVER) FOR REINFORCEMENT, UNLESS

NOTED OTHERWISE, SHALL BE:

5.3.1. CONCRETE PLACED ON EARTH OR CAST AGAINST EARTH

SHALL BE A MINIMUM OF = 3"

5.3.2. ALL OTHERS:

5.3.2.1.1. NO. 5 BAR AND LESS = 1 1/2"

5.3.2.1.2. NO. 6 BAR AND LARGER = 2"

5.4. LAP SPLICE BAR LENGTH = 48 X BAR DIA. UNLESS NOTED

OTHERWISE

6. STRUCTURAL - STEEL

6.1. STRUCTURAL STEEL WORK SHALL CONFORM TO THE

FOLLOWING:

6.1.1. AISC - "SPECIFICATION FOR STRUCTURAL STEEL

BUILDINGS".

6.1.2. AISC - "CODE OF STANDARD PRACTICE FOR STEEL

BUILDINGS AND BRIDGES".

6.1.3. AWS - "STRUCTURAL WELDING CODE - STEEL"

6.1.4. AISC - "DETAILING FOR STEEL CONSTRUCTION".

6.2. STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING:

6.2.1. HOT ROLLED WIDE-FLANGE SHAPES, ASTM A992

(Fy=50ksi).

6.2.2. ALL OTHER STRUCTURAL SHAPES AND PLATES, ASTM

A36 (Fy=36ksi).

6.2.3. STRUCTURAL STEEL PIPE, ASTM A53 GRADE B (Fy=35ksi).

6.2.4. HOLLOW STRUCTURAL SECTIONS (HSS), ASTM A500

GRADE B (Fy=46ksi).

6.2.5. HIGH STRENGTH BOLTS, ASTM A325N (BEARING TYPE).

6.2.6. ANCHOR BOLTS, ASTM A307 OR A36.

6.3. PROVIDE 2 MIL. THICK RED OR GREY OXIDE PRIMER ON ALL

STEEL SURFACES UNLESS NOTED OTHERWISE.

6.4. ALL BEAM CONNECTIONS NOT DETAILED, SHALL SUPPORT

1/2 THE TOTAL UNIFORM LOAD CAPACITY FOR THE GIVEN

BEAM AND SPAN OR THE INDICATED REACTION, WHICHEVER

IS GREATER.

6.5. WELDS SHALL FULLY DEVELOP STRENGTH OF THE

MATERIALS BEING WELDED, UNLESS NOTED OTHERWISE,

EXCEPT THAT FILLET WELDS SHALL BE 3/16".

6.6. WELDED CONNECTIONS SHALL BE MADE BY APPROVED

CERTIFIED WELDERS USING FILLER METAL CONFORMING TO

E70XX.

6.7. CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION

BRACING AND SUPPORTS TO HOLD STRUCTURAL STEEL

FRAMING SECURELY IN POSITION. TEMPORARY BRACING

SHALL REMAIN UNTIL THE PERMANENT LATERAL BRACING

HAS BEEN INSTALLED AND THE CONCRETE FLOOR SLABS

HAS ATTAINED 75% OF ITS REQUIRED STRENGTH.

6.8. STRUCTURAL STEEL FRAMING SHALL BE TRUE AND PLUMB

BEFORE FINAL BOLTING OR WELDING OF CONNECTIONS.

6.9. CONTRACTOR SHALL NOT MODIFY OR CUT ANY

STRUCTURAL STEEL WITHOUT WRITTEN APPROVAL FROM

THE ENGINEER.

6.10. CONTRACTOR SHALL FIELD TOUCH UP ALL ABRASIONS,

BURNS AND SIMILAR DEFECTS IN PAINT OF THE

STRUCTURAL STEEL, JOISTS AND STEEL DECK.

7. ARCHITECTURAL

7.1. EXTERIOR DIMENSIONS ARE TO THE OUTSIDE FACE OF THE

NEW FRAMING OR MASONRY OR CONCRETE. INTERIOR

DIMENSIONS ARE TO THE FACE OF THE NEW FRAMING OR

MASONRY OR CONCRETE.

7.2. ALL INTERIOR AND EXTERIOR SURFACES EXPOSED TO VIEW

AND NOT RECEIVING A FINISHED MATERIAL, UNLESS

OTHERWISE INDICATED, SHALL BE FINISHED (PAINTED OR

STAINED).

7.3. WHERE APPLICABLE, PAINT ELECTRIC SERVICE PIPING,

WATER SERVICE PIPING AND GAS METER AT EXTERIOR TO

MATCH ADJACENT FINISH MATERIAL.

7.4. PRODUCTS NOT TO BE FINISHED (PAINTED OR STAINED),

UNLESS OTHERWISE NOTED:

7.4.13. ITEMS SPECIFIED OR PROVIDED WITH FACTORY FINISH;

MATERIALS AND PRODUCTS HAVING FACTORY-APPLIED

PRIMERS ARE NOT CONSIDERED FACTORY FINISHED.

7.4.14. ITEMS INDICATED TO RECEIVE OTHER FINISHES.

7.4.15. ITEMS INDICATED TO REMAIN UNFINISHED.

7.4.16. MARBLE, GRANITE, SLATE, AND OTHER NATURAL

STONES.

7.4.17. BRICK, CONCRETE, CAST STONE, INTEGRALLY COLORED

PLASTER.

7.4.18. GLASS.

7.4.19. CONCRETE OR MASONRY IN UTILITY, MECHANICAL, AND

ELECTRICAL SPACES.

7.4.20. STAINLESS STEEL, ANODIZED ALUMINUM, BRONZE, AND

LEAD.

7.4.21. EQUIPMENT NAMEPLATES, FIRE RATING LABELS, AND

OPERATING PARTS OF EQUIPMENT.

7.4.22. ACOUSTICAL MATERIALS.

7.4.23. CONCEALED PIPES, DUCTS, AND CONDUITS.

7.4.24. EXTERIOR DECK HANGERS OR FASTENERS.

NOTES & GENERAL NOTES

# POUND OR NUMBER

& AND

@ AT

% PERCENT

A.B. ANCHOR BOLT

ACT ACOUSTICAL CEILING TILE

AFF ABOVE FINISHED FLOOR

N.F.A. NET FREE AREA

ALUM. ALUMINUM

APPROX. APPROXIMATE

A/C AIR CONDITIONING

BIT. BITUMINOUS

B.O. BY OWNER - BY OWNER SUPPLIED BY OWNER, INSTALLED BY

CONTRACTOR

BOT. BOTTOM

BSMT. BASEMENT

B/W BETWEEN

CAB. CABINET

CB CATCH BASIN

CJ CONTROL JOINT

CJP COMPLETE JOINT PENETRATION

CL CENTERLINE OR CLOSET

CLG. CEILING

CLR. CLEAR

CMU CONCRETE MASONRY UNIT

COL. COLUMN

CONC. CONCRETE

CONT. CONTINUOUS

CTV CONTRACTOR TO VERIFY

D.A. DOOR ACTUATOR

DBL. DOUBLE

DEMO. DEMOLISH OR DEMOLITION

D.F. DRINKING FOUNTAIN

DIA. DIAMETER

DIM. DIMENSION

DIMS. DIMENSIONS

DN. DOWN

DR. DOOR

D.T. DRAIN TILE

DWG. DRAWING

EA. EACH

EJ EXPANSION JOINT

EL. ELEVATION

ELEC. ELECTRICAL

ELEV. ELEVATOR

EPDM. ETHYLENE PROPYLENE DIENE TERPOLYMER

EQ. EQUAL

EW EACH WAY

EXTG. EXISTING

EXP. EXPANSION

EXT. EXTERIOR

F.B. FACE BRICK

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER & CABINET

FIN. FINISH

FLR. FLOOR

FND. FOUNDATION

FO FACE OF

FTG. FOOTING

GA. GAUGE

GALV. GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN. GENERAL

GND. GROUND

GYPBD. GYPSUM WALL BOARD

HB HOSE BIB

HDR. HEADER

HORIZ. HORIZONTAL

HPDL HIGH PRESSURE DECORATIVE LAMINATE

HM HOLLOW METAL

HR. HOUR

INSUL. INSULATED OR INSULATION

ISO. ISOCYANURATE

INT. INTERIOR

INV. INVERT

JAN. JANITOR

JNT. JOINT

KD KNOCKDOWN

KIP KILOPOUND (1000 POUNDS)

LAV. LAVATORY

LL LIVE LOAD

LOC. LOCATION

LNDG. LANDING

MAX. MAXIMUM

M.E. MATCH EXISTING

MECH. MECHANICAL

MEZZ. MEZZANINE

MFGRS. MANUFACTURER'S

MIN. MINIMUM

MIR. MIRROR

MISC. MISCELLANEOUS

MO MASONRY OPENING

MTD. MOUNTED

MTL. METAL

NFA NET FREE AREA

N.I.C. NOT IN CONTRACT = (SUPPLIED BY OWNER INSTALLED BY OWNER)

NOM. NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OH. OVERHEAD

O.D. OVERHEAD DOOR

PJP PARTIAL JOINT PENETRATION

P.LAM. PLASTIC LAMINATE

PLF POUNDS PER LINEAL FOOT

PLT. PLATE

PLUMB. PLUMBING

PLYWD. PLYWOOD

PR PAIR

PREP. PREPARE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

P.T. PRESSURE TREATED

PVC POLYVINYL CHLORIDE

RAD. RADIUS

RD ROOF DRAIN

REBAR. REINFORCING BAR

REFRIG. REFRIGERATOR

REINF. REINFORCEMENT OR REINFORCE

REQD. REQUIRED

RM. ROOM

R.O. ROUGH OPENING

ROW RIGHT OF WAY

SAN. SANITARY

SCHED. SCHEDULE

SF SQUARE FOOT

SHTHG. SHEATHING

SHWR. SHOWER

SIM. SIMILAR

SPEC. SPECIFIED OR SPECIFICATION

S.S. STAINLESS STEEL

STD. STANDARD

STL. STEEL

STOR. STORAGE

STRUCT. STRUCTURE OR STRUCTURAL

SUSP. SUSPENDED

S4S SURFACED FOUR SIDES

T-HOLD THRESHOLD

TD TRENCH DRAIN

T/D TELEPHONE/DATA

T&G TONGUE AND GROOVE

TELE. TELEPHONE

THK. THICK, THICKNESS

THRU THROUGH

TLT. TOILET

T.O. TOP OF

TOC TOP OF CONCRETE

TOS TOP OF STEEL

TP TOILET PAPER DISPENSER

TPO THERMOPLASTIC POLYOLEFIN

TYP. TYPICAL

UNO UNLESS NOTED OTHERWISE

UR. URINAL

VERT. VERTICAL

VEST. VESTIBULE

W/ WITH

W/O WITHOUT

WC. WATERCLOSET

WD. WOOD

WH. WATER HEATER

WPT. WORKING POINT

WT. WEIGHT

WWF WELDED WIRE FABRIC

A1.1

X X

100'-0"

FIN. FLOOR

REFER TO WINDOW SCHEDULE OR

ENLARGE WINDOW ELEVATION

REFER TO DOOR SCHEDULE

SECTION CALLOUT

INTERIOR ELEVATION

DETAIL BLOWUP

ROOM NAME

DETAIL NUMBER

SHEET NUMBER TO REFERENCE

FOR DETAIL BLOWUP

SECTION NUMBER

SHEET NUMBER TO REFERENCE

FOR SECTION

DOOR NUMBER

WINDOW TYPE NUMBER

ELEVATION NUMBER

SHEET NUMBER TO REFERENCE

FOR INTERIOR ELEVATION

A1.1

DETAIL CALLOUT

DETAIL NUMBER

SHEET NUMBER TO REFERENCE

FOR DETAIL

DRAWING SYMBOLS KEY

ROOM TAG/NAME

ROOM NAME

ROOM NUMBER

DOOR TAG

REFER TO ROOM SCHEDULE

WINDOW TAG

COLUMN GRID LINE

ELEVATION TAG

LOCATION REFERENCE

ELEVATION

KEY NOTE TAG

REFERENCE NUMBER

REFER TO KEY NOTE SCHEDULE

0- D

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a nd A

D A.

dw g

/3 0/

A M

R E

D A

Date

Drawn By

Checked By

Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M..D y n a m ic D e s ig n

X S in c

E ng in ee rs

A rc hi te ct s

P ro je ct

M an ag er s

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

25-4669

04-30-2026

In te rio r R en ov at io n

D el ta S ch oo lc ra ft In te rm ed ia te S ch oo l D is tr ic t Es ca na ba , M

F O

R R

E V

O R

C O

N S

T R

U C

G0.2

JMC

DSB

DEMOLITION PLAN NOTES

· DEMOLITION DRAWINGS ARE GENERALLY

DIAGRAMMATICAL. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO REMOVE ANY/ALL ITEMS

REQUIRED FOR THE COMPLETION OF THE

WORK.

· ALL ITEMS TO BE REMOVED DO NOT APPEAR

ON THE DEMOLITION PLAN. IT WILL BE THE

CONTRACTOR'S RESPONSIBILITY TO REVIEW

THE ENTIRE SET OF PLANS AND

SPECIFICATIONS AS WELL AS VISIT THE SITE

AND ACQUAINT THEMSELVES WITH EXISTING

CONDITIONS TO DETERMINE THE EXTENT OF

THE DEMOLITION REQUIRED TO COMPLETE

THE WORK.

· PATCH ALL HOLES IN AREAS WHERE AN ITEM /

OBJECT WAS REMOVED. PATCH MATERIAL

SHALL BE OF THE SAME MATERIAL (TO MATCH)

AS ITS SURROUNDINGS.

· ALL EXISTING SURFACES TO BE REFINISHED

SHALL BE CLEANED AND PREPARED PER

MANUFACTURER'S RECOMMENDATIONS

BEFORE APPLYING NEW FINISH.

· CONTRACTOR WILL BE REQUIRED TO DETACH

OR REMOVE & REINSTALL COMPONENTS

ATTACHED TO CEILING AND WALLS AS

REQUIRED TO INSTALL INSULATION SYSTEM.

SEE SHEET G0.2 FOR SYMBOLS KEY, GENERAL

EXTERIOR DIMENSIONS ARE TAKEN FROM THE

ITEM TO BE REMOVED. SEE NOTES

FOR DETAILED INFORMATION. ALL

COMPONENTS ATTACHED TO OR

WITH AN ITEM TO BE REMOVED

SHALL BE REMOVED WITH

SCHEDULED ITEM.

DEMOLITION KEY

0- D

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.d w g

:3 4:

R E

D A

Date

Drawn By

Checked By

Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M..D y n a m ic D e s ig n

X S in c

E ng in hi te ct s

P ro je ct

M an ag er s

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

25-4669

04-30-2026

In te rio r R en ov at io n

D el ta S ch oo lc ra ft In te rm ed ia te S ch oo l D is tr ic t Es ca na ba , M

F O

R R

E V

O R

C O

N S

T R

U C

D1.1

JMC

DSB

DEMOLITION - KEY NOTES

1 REMOVE EXISTING FLOORING, MASTIC AND WALL BASE.

2 REMOVE EXISTING SUSPENDED CEILING, GRID, HANGERS, TRACK, ETC.

3 REMOVE WALL (OR WALLS WITHIN THE SPACE) AND ASSOCIATED COMPONENTS IN

OR ON WALL.

4 REMOVE PORTIONS OF MASONRY WALL REQUIRED FOR SCHEDULED WORK.

5 REMOVED EXISTING 19" HIGH MASONRY PLANTER AND PLANTER CONTENTS.

PREP AREA FOR CONCRETE FLOOR PATCHING.

6 REMOVE WALL BASE.

7 REMOVED BENCH AND PATCH ANCHOR HOLES.

8 REMOVE HOLLOW METAL FRAME ASSEMBLY.

9 REMOVE DOOR, FRAME, AND HARDWARE.

10 REMOVE AND STORE WOOD TRIM AT CEILING LEVEL AS REQUIRED FOR

SCHEDULED NEW WORK.

11 REMOVE AND STORE SUSPENDED CEILING, GRID AS REQUIRED FOR SCHEDULED

NEW WORK.

12 REMOVE VINYL COVERED WALL BOARD.

13 REMOVE ALUMINUM DOORS, FRAME, SIDELIGHT, AND TRANSOM. REMOVE AND

STORE POWER ASSIST CLOSER.

14 REMOVE AND STORE CEILING TILES AS REQUIRED FOR MECHANICAL, ELECTRICAL,

PLUMBING WORK.

15 REMOVE AND STORE CEILING TILES AS REQUIRED FOR MECHANICAL WORK OR

CONTRACTOR MAY ELECT TO REPLACE ENTIRE ACT CEILING AND GRID.

Scale: 1/8"=1'-0"

ENLARGED EXISTING/DEMOLITION PLAN1

PLAN

NORTH

1 1

REVIEW ELECTRICAL FOR

ADDITIONAL SLAB DEMO.

FOR INSTALLATION OF

FLOOR ELECTRICAL BOXES.

REVIEW ELECTRICAL FOR

ADDITIONAL SLAB DEMO.

FOR INSTALLATION OF

FLOOR ELECTRICAL BOXES.

1 2 3

TYP.

TYP.2

TIG TIG TIG TIG

LINE BURNER

TORCH TABLE

SCHEER LARGE

METAL BAND SAW IRON WORKER

SCHEER & PUNCH

L M

O R

L M

O R

GRINDER

SCHEER SMALL -

MANUAL

SHEET MTL BRAKE

D R

DOWN DRAFT DOWN DRAFT DOWN DRAFT DOWN DRAFT

EXTG

FLOORING

TO REMAIN

NEW

FLOORING

0- D

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N S

.d w g

:3 4:

R E

D A

Date

Drawn By

Checked By

Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M..D y n a m ic D e s ig n

X S in c

E ng in hi te ct s

P ro je ct

M an ag er s

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

25-4669

04-30-2026

In te rio r R en ov at io n

D el ta S ch oo lc ra ft In te rm ed ia te S ch oo l D is tr ic t Es ca na ba , M

F O

R R

E V

O R

C O

N S

T R

U C

A1.1

JMC

DSB

Scale: 1/16"=1'-0"

OVERALL FLOOR PLAN1 PLAN

NORTH

A1.2

A1.3

S1.1

S1.1S1.1

TEMPORARY CONSTRUCTION - KEY NOTES

1 WORK SCHEDULED IN THIS AREA WILL HAVE TO BE PERFORMED WHEN THE BUILDING

IS UNOCCUPIED.

WORK ASSOCIATED WITH DEMOLITION OF WALL SHALL BE COMPLETED WHILE

BUILDING IS UNOCCUPIED. TEMPORARY 1 HOUR PARTITION SHALL BE INSTALLED IN

THE ROUGH OPENING UNTIL THE NEW DOOR IS INSTALLED.

3 TEMPORARY ONE HOUR PARTITION TO BE INSTALLED THROUGH THE DURATION OF

CONSTRUCTION.

CONTRACTOR TO PROVIDE FREE STANDING SIGN STATING:

"CORRIDOR CLOSED

DO NOT ENTER"

CONTRACTOR TO POST A SIGN ON THE DOORS STATING:

"CORRIDOR CLOSED

DO NOT ENTER"

6 EXISTING RATED DOORS TO REMAIN CLOSED THRU THE DURATION OF

CONSTRUCTION.

NORTH

SPACE

EAST

SPACE

ALL EXISTING

CORRIDOR

WALLS ARE 1 HR

RATED 8" CMU

GENERAL PLAN NOTES

· SEE SHEET G0.2 FOR SYMBOLS KEY, GENERAL

NOTES AND ABBREVIATIONS LIST.

· INTERIOR DIMENSIONS ARE TAKEN FROM

EDGE OF FRAMING OR MASONRY.

· EXTERIOR DIMENSIONS ARE TAKEN FROM THE

EDGE OF FRAMING OR MASONRY.

· EXISTING DIMENSIONS ARE TAKEN FROM THE

EDGE OF FINISH OR MASONRY.

· GYPSUM BOARD:

-- 5/8" ON ALL INTERIOR PARTITIONS

WALL NOTES AND TYPES

· METAL FRAMED WALLS ARE AT 16" O.C.

UNLESS NOTED OTHERWISE. SIZES ARE

3 5/8" U.N.O.

· PROVIDE INSULATION TO THE FULL DEPTH

OF THE WALL AT THE FOLLOWING

LOCATIONS:

·· SOUND WALLS

· MASONRY FRAMED WALLS ARE 7-5/8" U.N.O.

6' -6

C .T

.V . W

O U

10"

EXTG

FLOORING

TO REMAIN

NEW

FLOORING

10'-0" 6" 13'-10" 6" 13'-0"10 '-0

'-0

'-8

5' -2

'-8

-2

7' -6

" 3 5/

8" 5'

-2

'-2

5 7/8"

9'-9 3/16" 3'-10"

18'-10 3/8" 5'-2"

12'-10 3/4"

21'-4" 6" 16'-0"

MEETING

PASSAGE

STORAGE

ASSISTANT

ADMIN.

RECEPT.

PASSAGE

OFFICE

SUPT.

OFFICE

ACCOUNTING

X103

EXTG. CORR.

X104

EXTG. WATING

VEST.

8' -9

11'-10 3/4"

AAA

A B

B B

C D

D D

E E

. C O

R R

2' -6

PATCH HOLES IN

EXISTING WALL WITH

LIKE MATERIAL @

LOCATION DUCT

WORK OR ELECTRICAL

WAS REMOVED

EXISTING 5" DIA.

STEEL COLUMN

5/8" GYPSUM BOARD

3-5/8" METAL STUD

A B C D

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

WALL TYPE DETAILS2

5/8" GYPSUM

BOARD

1-1/2" METAL

"Z" FURRING

@ 24" O.C.

EXISTING

CMU WALL

1/2" RC CHANNEL

AT 24" O.C.

6" METAL STUD

5/8" GYPSUM

BOARD 6" METAL STUD

5/8" GYPSUM

BOARD

3-5/8" METAL STUD

5/8" GYPSUM

BOARD

1" AIR SPACE

EXISTING METAL

FRAMED WALL

3-5/8" METAL STUD

5/8" GYPSUM

BOARD

FLOOR

UNDERSIDE OF

ROOF DECK

4" M

ACT

SOUND BATT.

INSULATION

SOUND BATT.

INSULATION

SLIP TRACK SLIP TRACK

4" M

ACT

BRACE TO

STRUCTURE

(SEE SPEC)

FLOOR

UNDERSIDE OF

ROOF DECK

SOUND BATT.

INSULATION

EXISTING WALL

BOARD TO REMAIN

ACT

6" METAL STUD

5/8" GYPSUM

BOARD

SOUND BATT.

INSULATION

BRACE TO

STRUCTURAL

(SEE SPEC)

'-0

" A .F

SOUND BATT. INSULATION

24" MIN. EACH SIDE

6" UNFACED

SOUND BATT.

INSULATION

1-1/2" RIGID

INSULATION

RC CHANNEL TO BE LOCATED

ON THE SIDE OF THE WALL

THAT HAS KEY NOTE SYMBOL

ON THE FLOOR PLAN

5/8" GYPSUM

BOARD

7/8" HAT CHANNEL

EXISTING

CMU WALL

FLOOR

UNDERSIDE OF

ROOF DECK

ACT

0- D

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N S

.d w g

:3 4:

R E

D A

Date

Drawn By

Checked By

Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M..D y n a m ic D e s ig n

X S in c

E ng in hi te ct s

P ro je ct

M an ag er s

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

25-4669

04-30-2026

In te rio r R en ov at io n

D el ta S ch oo lc ra ft In te rm ed ia te S ch oo l D is tr ic t Es ca na ba , M

F O

R R

E V

O R

C O

N S

T R

U C

A1.2

JMC

DSB

Scale: 3/16"=1'-0"

ENLARGED FLOOR PLAN1

PLAN

NORTH

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

COLUMN DETAIL3

A1.2

A3.1

A2.1A2.1

NORTH SPACE

SEE ELECTRICAL PLANS FOR WALL

MOUNTED ITEMS. PROVIDE FIRE

RETARDANT 2x6 BLOCKING (FINAL

LOCATION BY OWNER). TYPICAL IN

MEETING ROOMS, CONFERENCE

ROOM, AND CLASSROOM.

3'-4"2'-1" 6'-8"

7 5/8"

EXTG. F.B.

SAW CUT

EXTG. CMU

SAW CUT

FIRE TREATED

WD. BUCK (TYP.)

3 5/8" METAL STUD

SOUND BATT INSUL.

5/8" GYPBD.

6" METAL STUD

SOUND BATT INSUL.

7 5/8"

4' -0

GENERAL PLAN NOTES

· SEE SHEET G0.2 FOR SYMBOLS KEY, GENERAL

NOTES AND ABBREVIATIONS LIST.

· INTERIOR DIMENSIONS ARE TAKEN FROM

EDGE OF FRAMING OR MASONRY.

· EXTERIOR DIMENSIONS ARE TAKEN FROM THE

EDGE OF FRAMING OR MASONRY.

· EXISTING DIMENSIONS ARE TAKEN FROM THE

EDGE OF FINISH OR MASONRY.

· GYPSUM BOARD:

-- 5/8" ON ALL INTERIOR PARTITIONS

WALL NOTES AND TYPES

· METAL FRAMED WALLS ARE AT 16" O.C.

UNLESS NOTED OTHERWISE. SIZES ARE

3 5/8" U.N.O.

· PROVIDE INSULATION TO THE FULL DEPTH

OF THE WALL AT THE FOLLOWING

LOCATIONS:

·· SOUND WALLS

· MASONRY FRAMED WALLS ARE 7-5/8" U.N.O.

14'-4"10'-1 1/16"10'-1 1/16"15'-0 7/8" EXTG

'-0

" E

G 4'

-7

35'-4" 5'-2" 9'-6"

5' -2

5'-2"

8' -5

SEATING AS SHOWN 46

OFFICE

BREAK RM.

C O

R R

CONFERENCE RM.

CORR.

X101

EXTG. CORR.

CLASSROOM

'-6

'-5

107108109

6" 6" 6"

'-1

STORAGE

8'-0" 6'-3 1/4"

CORR.

115101.1

D D

C C

TYP. BETWEEN

EACH OFFICE

X113

X110

101.2

X116

4' TACK

BOARD

4' TACK

BOARD

12' MARKER BOARD

' M

R B

' M

B O

0- D

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N S

.d w g

:3 4:

R E

D A

Date

Drawn By

Checked By

Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M..D y n a m ic D e s ig n

X S in c

E ng in hi te ct s

P ro je ct

M an ag er s

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

25-4669

04-30-2026

In te rio r R en ov at io n

D el ta S ch oo lc ra ft In te rm ed ia te S ch oo l D is tr ic t Es ca na ba , M

F O

R R

E V

O R

C O

N S

T R

U C

A1.3

JMC

DSB

Scale: 3/16"=1'-0"

ENLARGED FLOOR PLAN1

PLAN

NORTH

Scale: 3/4"=1'-0"

ENLARGED FLOOR PLAN2

PLAN

NORTH

A1.3

A3.1

A2.1

EAST SPACE

SEE ELECTRICAL PLANS FOR WALL

MOUNTED ITEMS. PROVIDE FIRE

RETARDANT 2x6 BLOCKING (FINAL

LOCATION BY OWNER). TYPICAL IN

MEETING ROOMS, CONFERENCE

ROOM, AND CLASSROOM.

VSVS

VS VS

VSVS

ACT - 2

ACT - 1

GYP. BD.

PAINT

ACT - 3

PLAN SYMBOLS KEY

FINISHED CEILING

ELEVATION ABOVE

FINISHED FLOOR

GENERAL CEILING NOTES

· CEILINGS HEIGHTS ARE 9'-0" AFF. UNLESS

NOTED OTHERWISE.

SLOPE DIRECTION1/X" = 1'-0"

HVAC GRILL

FINISHED CEILING

ELEVATION ABOVE FINISHED

FLOOR. ALL CEILINGS 9'-0"

AFF UNLESS NOTED

OTHERWISE.

0'-0"

HVAC GRILL

LIGHT FIXTURE

REVIEW ENTIRE SET OF DRAWING TO

IDENTIFY ALL CEILING MOUNTED ITEMS.

0- D

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N S

.d w g

:3 4:

R E

D A

Date

Drawn By

Checked By

Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M..D y n a m ic D e s ig n

X S in c

E ng in hi te ct s

P ro je ct

M an ag er s

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

25-4669

04-30-2026

In te rio r R en ov at io n

D el ta S ch oo lc ra ft In te rm ed ia te S ch oo l D is tr ic t Es ca na ba , M

F O

R R

E V

O R

C O

N S

T R

U C

A1.4

JMC

DSB

Scale: 1/8"=1'-0"

REFLECTED CEILING PLAN1

PLAN

NORTH

PROVIDE

GYPBD. @

HEAD

LOCATION

EXTG DOOR

WAS

REMOVED.

NOTE: SEE DEMO PLANS FOR CEILINGS AND

TILES SCHEDULED TO BE REMOVED AND STORED.

EXISTING

METAL SLAT

CEILING

REINSTALL

STORED TILES

REINSTALL

STORED TILES

DOUBLE ANGLE TOP

CHORD OF EXISTING

28H11 STEEL BAR JOISTS

- PROVIDE NEW METAL DECK

PATCH (MATCH EXISTING).

MECHANICALLY FASTEN.

- PROVIDE RIGID INSULATION TO

MATCH EXISTING THICKNESS.

- PROVIDE 60 MIL. EPDM PATCH

SIZED A MINIMUM OF 24"

LARGER THAN PATCHED AREA.

- INSTALL NEW BALLAST,

MIN. 5 LBS/SF

MECHANICAL EQUIP.

EQUIP. CURB

BONDING ADHESIVE

MEMBRANE FLASHING

WRAP MEMBRANE OVER

TOP OF CURB AND ATTACH

WITH ROOFING NAIL

MEMBRANE (SEE ROOF

PLAN FOR TYPE)

Scale: 2"=1'-0"

MECHANICAL CURB DETAIL5

ROOF STRUCTURE AND

INSULATION (SEE ROOF

PLAN FOR TYPE)

0- D

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N S

.d w g

:3 4:

R E

D A

Date

Drawn By

Checked By

Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M..D y n a m ic D e s ig n

X S in c

E ng in hi te ct s

P ro je ct

M an ag er s

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

25-4669

04-30-2026

In te rio r R en ov at io n

D el ta S ch oo lc ra ft In te rm ed ia te S ch oo l D is tr ic t Es ca na ba , M

F O

R R

E V

O R

C O

N S

T R

U C

A1.5

MJB

DSB

Scale: 1/8"=1'-0"

EXISTING/DEMOLITION PARTIAL ROOF PLAN1

PLAN

NORTH

Scale: 1/8"=1'-0"

PROPOSED PARTIAL ROOF PLAN2

PLAN

NORTH

REMOVE:

STORE AND RELOCATE EXISTING

RTU AND ROOF CURB ADAPTER.

PATCH ROOF. SEE DETAIL 4/A1.5

DEMO:

EXISTING RTU AND ROOF CURB

(SEE MECHANICAL).

DEMO:

EXISTING RTU (SEE MECHANICAL).

CURB TO REMAIN.

ROOF PATCH IS NOT NECESSARY

AS EXISTING S2 UNIT WILL BE

RELOCATED TO THIS LOCATION.

G R

RELOCATED EXISTING S2 UNIT

AND ROOF CURB ADAPTER

NEW ROOFTOP UNIT

AND ROOF CURB

Scale: 1/8"=1'-0"

EXISTING ROOF FRAMING WITH PROPOSED STRUCTURAL3

PLAN

NORTH

S1.1

Scale: 1"=1'-0"

ROOF PATCH DETAIL4

A1.5

5 TYP

NOTE: WALLS SHOWN BELOW

ROOF FOR REFERENCE

DEMO:

EXISTING RELIEF HOOD

(SEE MECHANICAL)

EXISTING EPDM

BALLASTED ROOF

EXISTING EPDM

BALLASTED ROOF

EXISTING EPDM

BALLASTED ROOF

EXISTING V.S.

- PROVIDE NEW METAL DECK PATCH (MATCH

EXISTING). MECHANICALLY FASTEN.

- PROVIDE RIGID INSULATION TO MATCH EXISTING

THICKNESS.

- PROVIDE 60 MIL. EPDM PATCH SIZED A MINIMUM OF

24" LARGER THAN PATCHED AREA.

- INSTALL NEW BALLAST, MIN. 5 LBS/SF

- SEE DETAIL 4/A1.5

DEMO:

EXISTING RELIEF HOOD

(SEE MECHANICAL)

EXISTING

TO REMAIN

STEEL LINTEL - PAINT

(SEE STRUCTURAL)

REINSTALL STORED WD. TRIM

REINSTALL STORED

CEILING

DEMO ON COURSE OF CMU BELOW FLOOR LINE

NEW FLOOR BASE

NEW 8" REINF. CONC. SLAB.

CONTRACTORS OPTION TO POUR

4" W/ THICKENED PERIMETER

#4 DOWEL x 8" LONG @ 12" O.C. (TYP. ALL SIDES)

AVOID UNDERMINING EXTG. SLAB. COMPACT FILL

IF REQ.D'. ALLOW CONCRETE TO FLOW BENEATH

SLAB IN AREA COMPACTION CANNOT BE ACHIEVED.

(TYP. 3 SIDES)

1 HOUR RATED CEILING

UL DESIGN NO. I504

PERIMETER CHANNEL = 20 GA. GALV.

METAL JOIST FRAMING = 3 5/8" 20 GA. GALV.

GYPBD. = (3) LAYERS OF 5/8"

NEW FLOOR BASE UP

TO EXTG DOOR FRAME

REINSTALL

STORED

TRIMS

NEW CMU AND DOOR

EXISTING DISPLAY CABINET

NEW DOOREXTG F.B.EXTG F.B.

8 3/4" BLANK JAMB

SINGLE RABBIT

1/2" LEVEL 3 BULLET AND

FIRE RESISTANT FIBERGLASS

WALL PANEL

UL 752 RATED PANELS

(TYP. 4 SIDES OF OPENING)

1 1/8" LEVEL 3 BULLET RESISTANT

POLYCARBONATE GLASS

OR APPROVED EQUAL

5/8" GYPBD.

6" METAL FRAMED WALL

WITH SOUND BATT INSUL.

8 3/4" BLANK JAMB

SINGLE RABBIT

1/2" LEVEL 3 BULLET AND

FIRE RESISTANT FIBERGLASS

WALL PANEL

UL 752 RATED PANELS

3' -0

7' -0

Scale: 1"=1'-0"

SECTION (RECEPT. WINDOW)3

A2.1

EXTG. MASONRY WALL

FIRE RETARDANT

2x4 BLOCKING

1/2" LEVEL 3 BULLET AND

FIRE RESISTANT FIBERGLASS

WALL PANEL

UL 752 RATED PANELS

ELEC. JUNCTION BOX

" M

WALL FRAMING

SECTION

GYPBD. AND SOUND BATT INSULATION NOT SHOWN.

SEE RELATED SECTIONS FOR REMAINING

WALL COMPONENTS

PLAN VIEW

SOUND BATT INSULATION NOT SHOWN.

SEE RELATED SECTIONS FOR REMAINING

WALL COMPONENTS

SEE

BELOW

FIRE RETARDANT

2x4 BLOCKING

1/2" LEVEL 3 BULLET AND

FIRE RESISTANT FIBERGLASS

WALL PANEL

UL 752 RATED PANELS

ELEC. JUNCTION BOX

BLOCKING DETAIL AT JUNCTION BOX LOCATION

Scale: 1"=1'-0"

DETAIL @ JUNCTION BOX4

Scale: 2"=1'-0"

DETAIL (INTERIOR VEST. DOOR HEAD)5

SECTION (PROPOSED)

SECTION (DEMO)

REMOVE (2) EXTG.

METAL CEILING PANELS

BEND (HORIZ.) PANEL

CLIPS

6" CONT. BOX HEADER. SECURE

EA. END AND TO METAL CEILING

PANEL TRACK

1/2" LEVEL 3 BULLET AND

FIRE RESISTANT FIBERGLASS

WALL PANEL UL 752 RATED PANELS

5/8" GYPBD. (TYP.)

ALUM. TRANSOM FRAME

1" LEVEL 2 BULLET RESISTANT

POLYCARBONATE GLASS

OR APPROVED EQUAL

EXTG. MET. CEILING PANEL TRACK

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Date

Drawn By

Checked By

Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M..D y n a m ic D e s ig n

X S in c

E ng in hi te ct s

P ro je ct

M an ag er s

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

25-4669

04-30-2026

In te rio r R en ov at io n

D el ta S ch oo lc ra ft In te rm ed ia te S ch oo l D is tr ic t Es ca na ba , M

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U C

Scale: 1/2"=1'-0" SECTION1Scale: 1/2"=1'-0"

SECTION2

A2.1

JMC

DSB

EXTG. METAL

CEILING PANELS

3'-6"

FULL WIDTH

SHELVES

3'-6"

FULL WIDTH

SHELVES

3'-6"

FULL WIDTH

SHELVES

3'-6"

FULL WIDTH

SHELVES

3'-6"

FULL WIDTH

SHELVES

3'-6"

FULL WIDTH

SHELVES

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

INTERIOR ELEV. (ROOM 116)2

7' -0

"FILLER (TYP.

EA. SIDE)

LOCKS (TYP.

ALL)

A3.1

W36x15

36 REFRIGERATOR

(BY OWNER)

W36x30

B36 SB36

FILLER

SIDE SPASH

FINISHED

END

FINISHED

END

FINISHED

END

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

INTERIOR ELEV. (ROOM 110)3

B36PANTRY

36W x 30D

FILLER

(TYP. EA. SIDE)

ADJUSTABLE

SHELVES

(TYP.)

W36x30

B12

3/4" PARTICLE BOARD

SUB-STRAIGHT

3/4" PARTICLE BOARD

ADJUSTABLE SHELF

WITH INTEGRAL 1 3/4"

STIFFENER RIBS

WIRE PULL

BASE (SEE SCHEDULE)

Scale: 3/4"=1'-0"

TYP. CASEWORK DETAIL6

2'-6"

MAPLE WOOD EDGE (STAIN)

PROVIDE 1/4" RADIUS ON

TOP EDGE.

22'-4 1/2"

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

INTERIOR ELEV. (ROOM 116)4

144"x48" MARKER BOARD 48"x48" TACK BOARD48"x48" TACK BOARD7' -0

COUNTER TOP

SUPPORT WALL

(SEE PLAN)

WALL BASE

COUNTER TOP

AS SELECTED BY

OWNER

2' -5

A&M BRACKET (SIZED MIN. 3"

LESS THAN COUNTER DEPTH)

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

RECEPT. COUNTER DET.7

3' -6

KW-09 COUNTERTOP BRACKET

@ 16" O.C. ROUTERED INTO TOP

WALL PLATE (www.originalgranitebracket.com)

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

INTERIOR ELEV. (ROOM 121)1

30" BD

BOT. DRAWER

HANG FILES

16" BD

BOT. DRAWER

HANG FILES

A3.1

B36DB36

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

INTERIOR ELEV. (ROOM 123)5

B36B36 DB36B36 30" BD

BOT. DRAWER

HANG FILES

16" BD

BOT. DRAWER

HANG FILES

SIDE SPASH (TYP. EA. SIDE)

FILLER (EQ. EA. SIDE)

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

INTERIOR ELEV. (ROOM 101)9

B36DB30

SIDE SPASH (TYP. EA. SIDE)

FILLER (EQ. EA. SIDE)

DB30 B36B36B36 B36

144"x48" MARKER BOARD 144"x48" MARKER BOARD

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

INTERIOR ELEV. (ROOM 101)8

11'-11"

7' -0

14'-7" 10'-5 1/2"

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.d w g

:3 4:

R E

D A

Date

Drawn By

Checked By

Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M..D y n a m ic D e s ig n

X S in c

E ng in hi te ct s

P ro je ct

M an ag er s

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

25-4669

04-30-2026

In te rio r R en ov at io n

D el ta S ch oo lc ra ft In te rm ed ia te S ch oo l D is tr ic t Es ca na ba , M

F O

R R

E V

O R

C O

N S

T R

U C

A3.1

JMC

DSB

A3.1

SIM

SEE

SCHEDULE

SEE

SCHEDULE

2" 2" 2" 2"

2F-1 2F-3

SEE

SCHEDULE

2" 2"

SEE

SCHEDULE

2" 2"

4F-1 4F-3

36"

OUT TO OUT

2" 2"

2F-2

C H

D O

O R

D H

H T

AL-1

8' -5

" C .T

SEE

SCHEDULE

9'-0"

1' -0

REMOVABLE

LEVEL 2 BULLET

RESISTANT

GLASS

(TYP. ALL GLASS

THIS FRAME)

LEVEL 3 BULLET

RESISTANT GLASS

F G N3 FG

LEVEL 2 BULLET

RESISTANT GLASS

(TYP. EA. DOOR)

1/4" TEMPERED

GLASS

DESCRIPTION

GENERAL NOTES (APPLIES TO ALL):

1. ALL DOORS TO HAVE BARRIER FREE ACCESSIBLE HARDWARE AS REQUIRED TO CONFORM WITH THE AMERICANS WITH DISABILITIES ACT & WITH ICC/ANSI A117.1 REQUIREMENTS.

2. REVIEW ALL DRAWINGS, SPECIFICALLY HVAC DRAWINGS, FOR DOOR REQUIRED TO BE UNDERCUT OR SUPPLIED WITH A GRILL.

3. PROVIDE DOOR STOPS, WHETHER SPECIFICALLY SPECIFIED OR NOT, ON ALL DOORS THAT WOULD BE SUBJECT TO SWINGING INTO AN ADJACENT WALL WHEN OPENED PAST 90

DEGREES. STOPS SHALL BE OF SIMILAR FINISH TO ADJACENT HARDWARE AND OF A TYPE TO NOT EFFECT THE FUNCTION OF THE HARDWARE UPON IMPACT WITH THE STOP.

4. ALL EXISTING ROUGH OPENINGS RECEIVING DOORS SHALL BE FIELD VERIFIED BY CONTRACTOR.

5. WOOD DOORS TO BE FACTORY FINISHED.

6. NON-REMOVABLE PINS FOR EXTERIOR AND PUBLIC INTERIOR EXPOSURE, NON-RISING FOR NON-SECURITY EXPOSURE, FLAT BUTTON WITH MATCHING PLUGS, SQUARE CORNERS.

7. ALL H.M. FRAMES ARE TO BE 5 3/4" U.N.O.

8. BY OWNER MEANS SUPPLIED BY OWNER AND INSTALLED BY CONTRACTOR.

LOCAL NOTES (APPLIES TO SPECIFIC DOORS):

A. PAINT EXTG. HM FRAME.

B. 8 1/4 HM FRAME. WALL (5/8" GYPBD, 6" MET. STUD, 5/8" GYPBD = 7 1/4" THROAT).

C. 8 1/4 HM FRAME.

D. EAST LEAF ACTIVE WITH ASTRAGAL, WEST LEAF INACTIVE WITH TOP MOUNT FLUSH BOLT.

E. 8 3/4" BLANK JAMB SINGLE RABBIT HOLLOW METAL FRAME. (5/8" GYPBD, 1/2" BULLET RESISTANT BOARD, 6" MET. STUD, 5/8" GYPBD = 7 3/4" THROAT). FRAME WITH MECHANICALLY

FASTENED GLAZING STOP TO ACCEPT LEVEL 3 (1 1/4" THICK) BULLET RESISTANT GLASS.

F. PANIC RIMED DEVICES, ELECTRIC STRIKE FOR WEST DOOR. TWO REMOTE STRIKE RELEASES. ONE LOCATED IN RECEPTION 123 AND ONE LOCATED IN ADMIN. ASSISTANT 121.

REINSTALL STORED POWER ASSIST ON WEST DOOR. LEVEL 2 (1" THICK) BULLET RESISTANT GLASS. ELECTRIC STRIKE WIRING SHALL HAVE A QUICK DISCONNECT.

G. 8-1/4" HM FRAME. WALL (5/8" GYPSUM BOARD, 6" METAL STUD, 1/2" R.C. CHANNEL, 5/8" GYPSUM BOARD THROAT).

D O

O R

N O

LOCATION SIZE WxH LA

L/ R

D O

O R

DOOR

D O

O R

20 MIN F WD

FRAME

E M

4F-1 HM

DETAIL

HEAD JAMB SILL

HARDWARE

T O

NOTES:

HM HOLLOW METAL

AL ALUMINUM

WD WOOD

DOOR SCHEDULE

DOOR SCHEDULE ABBREVIATIONS

DOOR SCHEDULE NOTES

WALLS

NOTES

CPT VB

T O

N O

REMARK:(A

T O

FINISH SCHEDULE

O O

M N

ROOM NAME FLOOR BASE CEILING

ALL

NORTH

EAST SOUTH WEST

FLOOR

CONC CONCRETE

CPT CARPET TILE

VCT VINYL COMPOSITION TILE

LVT LUXURY VINYL TILE

BASE

VB VINYL BASE

CT TILE BASE

GYPBD

FINISH

WALLS

XV-GYPBD EXTG. VINYL COVERED GYPBD.

X-GYPBD EXTG. GYPSUM WALL BOARD

BRK BRICK

CMU CONCRETE MASONRY UNIT (NEW OR EXTG)

CONC CONCRETE

GYPBD GYPSUM WALL BOARD

FINISH

P-SG PAINT - SEMI-GLOSS

P-EG PAINT - EGGSHELL

P-EP PAINT - EPOXY

CEILING

SUSP. ACOUSTIC CEILING TILE.

SEE SPECIFICATIONS FOR TYPES.

ACT SEE REFLECTED CEILING PLAN FOR TYPE

DESIGNATION (ACT-1, ACT-2,.....) AND SCHEDULED

LOCATION.

GYPBD GYPSUM WALL BOARD

OTHER - MISC

CLG CEILING

ETR EXISTING TO REMAIN

JAN JANITOR MOP SINK

RM ROOM

EXTG EXISTING

ROOM FINISH ABBREVIATIONS

SUB-

STRATE FINISH FINISH FINISH FINISH

P-EG

SUB-

STRATE

SUB-

STRATE

SUB-

STRATE

GYPBD P-EG P-EG CMU P-EGCONFERENCE ROOM101

CORRIDOR113

STORAGE114

OFFICE103

BREAK ROOM110

CORRIDOR111

CORRIDOR112

STORAGE115

OFFICE

STORAGE120

GENERAL NOTES (APPLIES TO ALL):

1. ALL AREAS EFFECTED BY THE REMODELING WILL BE REQUIRED TO BE FINISHED,

FINAL FINISHED TO THE SATISFACTION OF THE OWNER.

2. REFERENCE PLAN FOR LOCATION OF NEW WALLS AND EXISTING WALLS. EXISTING

WALLS WITH A SUBSTRATE AND A PAINT DESIGNATION MEANS EXISTING WALL IS TO

BE PAINTED. EXISTING WALLS TO RECIEVE NEW FINISH SHALL BE PREPPED PER THE

PAINT MANUFACTURERS RECOMMENDATIONS AND PATCHED PRIOR TO RECEIVING A

NEW FINISH. CONTRACTOR WILL BE RESPONSIBLE FOR FIELD VERIFYING CONDITION

AND SUBSTRATE PREP WORK REQUIRED PRIOR TO PAINTING.

3. REFER TO FLOOR PLAN FOR WALL HEIGHT AND TOP OF WALL TERMINATION. REFER

TO SPECIFICATIONS FOR LEVEL OF FINISH REQUIRED ABOVE AND BELOW FINISHED

CEILING.

4. PROVIDE FLOORING TRANSITION STRIPS AT LOCATIONS TWO DISSIMILAR MEET OR

AT LOCATIONS EXISTING FLOORING MEETS NEW MATERIAL.

LOCAL NOTES (APPLIES TO SPECIFIC ROOMS):

A. VB ON NEW GYPBD WALLS ONLY.

B. FINISH NEW GYPBD AND PAINT. EXISTING MASONRY TO REMAIN UNFINISHED. CLEAN

AND PATCH HOLE AT LOCATION DOOR AND FRAME WAS REMOVED. PAINT GYPBD

THAT REMAINS AT LOCATION EXISTING DOOR WAS REMOVED.

C. PAINT GYPBD CEILING IN ALCOVE ADJACENT TO DOOR.

C.A. PAINT NEW MASONRY CMU IN ALCOVE ADJACENT TO DOOR.

C.B. REPLACE STORED WOOD TRIM ADJACENT TO ACT CEILING.

C.C. EXTG F.B. TO REMAIN UNFINISHED.

C.D. PROVIDE NEW VCT IN ALCOVE AND AS REQUIRED FOR NEW DOOR INSTALLATION.

D. NEW VB IN LOCATION NEW TILE IS SCHEDULED.

E. PAINT NEW MASONRY ADJACENT TO DOOR. REPLACE VB 4' ON EACH SIDE OF DOOR.

PATCH FLOOR TILE.

F. PAINT WALL UP TO HORIZONTAL WOOD TRIM (APPROX. 9'-6" A.F.F.). PAINT ALL

HOLLOW METAL FRAMING (NORTH, SOUTH & WEST).

SUBSTRATE WALL

GYPBD GYPSUM WALL BOARD-TYPE X

FINISH

P-EG

CEILING

ACT-1 SEE SPECIFICATIONS

ACT-2 SEE SPECIFICATIONS

ROOM FINISH SPECIFICATIONSROOM FINISH NOTES

OFFICE

CLASSROOM

MEETING ROOM

PASSAGE

ADMIN. ASSISTANT

PASSAGE

123 RECEPTION

CPT

LVT

CPT

VBCPT

ALL ----

ALL ----GYPBD P-EG P-EG GYPBD P-EG GYPBD P-EG

P-EG GYPBD P-EG GYPBD P-EG GYPBD P-EG

ACT

GYPBD P-EG GYPBD P-EG GYPBD P-EG GYPBD P-EG ACT

P-EG CMU P-EG GYPBD P-EG CMU P-EG ACT

GYPBD P-EG GYPBD P-EG GYPBD P-EG GYPBD P-EG ACT

GYPBD/CMU CMUP-EG P-EGX-GYPBD P-EG P-EG

GYPBD P-EG GYPBD P-EG GYPBD P-EG X-GYPBD P-EG

ACT

GYPBD P-EG GYPBD P-EG GYPBD P-EG GYPBD P-EG ACT

GYPBD P-EG CMU P-EG GYPBD P-EG GYPBD P-EG ACT

GYPBD P-EG CMU P-EG CMU P-EG GYPBD P-EG

GYPBD P-EG GYPBD P-EG CMU P-EG GYPBD P-EG ACT

GYPBD P-EG GYPBD P-EG P-EG P-EG ACT

0- D

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A M

R E

D A

Date

Drawn By

Checked By

Job No.

P ro je ct

T itl e

Dynamic Design Group, inc.

900 1st Ave. So., Ste. A

Escanaba, MI ph.: 906.786.3300 email: gen@ddgi-ddm.com www.ddgi-ddm.com

M..D y n a m ic D e s ig n

X S in c

E ng in hi te ct s

P ro je ct

M an ag er s

DESIGN GROUP, INC., ESCANABA, MI.

This document is not to be used, copied or reproduced without expressed written permission from Dynamic Design Group, inc.

25-4669

04-30-2026

In te rio r R en ov at io n

D el ta S ch oo lc ra ft In te rm ed ia te S ch oo l D is tr ic t Es ca na ba , M

F O

R R

E V

O R

C O

N S

T R

U C

A4.1

JMC

DSB

124 PASSAGE

125 SUPT. OFFICE --

126 HR OFFICE --

127 ACCOUNTING OFFICE --

128 VESTIBULE A & B

X101 EXISTING CORRIDOR

X102 EXISTING CORRIDOR

X103 EXISTING CORRIDOR

X104 EXISTING WAITING

CONFERENCE ROOM101.2

STORAGE114

OFFICE103

CORRIDOR111

STORAGE115

OFFICE

STORAGE120

OFFICE

MEETING ROOM

PASSAGE

123 RECEPTION

126 HR OFFICE

127 ACCOUNTING OFFICE

128 VESTIBULE

CONFERENCE ROOM101.1

3'-4"x7'-0"

3'-0"x7'-0"

3'-0"x7'-0" PR

3'-0"x7'-0"

3'-0"x4'-0"

3'-0"x7'-0"

3'-0"x7'-0" PR

- N3 2F-1

- F 2F-1

20 MIN F 4F-1

- F 2F-1

20 MIN F 4F-1

- F 2F-1

20 MIN G 2F-1

20 MIN -- 2F-2

- F 2F-1

- FG AL-1

CMU

ACT

GYPBD X-GYPBD

VB X-GYPBD P-EG GYPBD P-EG P-EGGYPBD CMU P-EG ACT

GYPBD P-EG GYPBD P-EG GYPBD P-EG GYPBD P-EG ACT

XV-GYPBD

GYPBD

VBCPT ALLGYPBD P-EG P-EG GYPBD P-EG GYPBD P-EG ACTGYPBD ----

VBCPT ALLGYPBD P-EG P-EG GYPBD P-EG GYPBD P-EG ACTGYPBD

VBEXTG ALLEXTG -- P-EG GYPBD P-EG EXTG -- EXTGGYPBD

C & DVBVCT ALLCMU P-EG -- EXTG -- EXTG -- GYPBD/P-EGEXTG

VBVCT EXTG -- -- EXTG -- CMU P-EGEXTG EXTG ALL E

A & BVBEXTG ALLGYPBD P-EG -- -- -- -- EXTG --P-EGGYPBD

FVBCPT ALLX-GYPBD P-EG EXTG ----EXTG X-GYPBD P-EG X-GYPBD P-EG

-- B

-- C

-- B & D

-- G

-- E

-- G

-- F

180 DEGREE SWING

SEE FRAME ELEVATION - FOR SIZE

HM HM

WD HM

HM HM

WD HM

-- HM

WD HM

AL AL

CORRIDORX113 3'-0"x7'-0" - EXTG EXTG -- -- -- -- AWD HM

20 MIN N3 WD 4F-1 HM --CONFERENCE ROOM101 3'-0"x7'-0" -- -- -- -- --

EXISTING DR, FRAME & HARDWARE TO REMAIN

3'-0"x7'-0" - F 2F-1 -- -- -- -- B --HM HM

X110 BREAK ROOM 3'-0"x7'-0" - EXTG EXTG -- -- -- -- AWD HM EXISTING DR, FRAME & HARDWARE TO REMAIN

180 DEGREE SWING

CLASSROOMX116 3'-0"x7'-0" - EXTG EXTG -- -- -- -- AWD HM EXISTING DR, FRAME & HARDWARE TO REMAIN

NOTES

SEE SPECIFICATIONS

FOR HARDWARE

GROUPS

FRAME ELEVATIONSDOOR ELEVATIONS

GYPBD/CMU

125 SUPERINTENDENT OFFICE 3'-0"x7'-0"…

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