Lighthouse Academy Hastings- BID PERMIT SET (25-0331).pdf

PDF 3 MB Posted Apr 1, 2025

Attached to: Hastings Lighthouse Academy Construction
Solicitation number: RFP-LHA-250000001998-1
Issued by: Baraga County, Lansing City, Michigan

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Written by GovTribe AI · Apr 11, 2025

This document is a comprehensive set of architectural and engineering design drawings for a tenant improvement project for Lighthouse Academy, located at 400 W. State Street in Hastings, Michigan. The project involves renovating approximately 1,988 square feet of existing space on the second level, with work focused on creating educational spaces including classrooms, a corridor, entry hall, work room, and electrical room. The design is prepared by Create 3 Architecture and follows the Michigan Building Code 2021, Michigan Rehabilitation Code 2015, and other applicable state and local building standards. The project is classified as a Level 3 Alteration for an E (Education) occupancy group, specifically for a K-12 educational setting.

The drawings provide detailed specifications for architectural, mechanical, electrical, and plumbing systems, including floor plans, reflected ceiling plans, interior elevations, and technical schedules. The renovation includes new wall partitions, ceiling grids, lighting fixtures, HVAC diffusers, electrical receptacles, and fire safety elements. The project does not require automatic sprinkler systems, as the space is under 12,000 square feet. Existing building infrastructure such as electrical panels, elevators, and some plumbing fixtures will remain. The design emphasizes accessibility, with ADA-compliant mounting heights for switches, fixtures, and signage, and incorporates fire-rated construction elements to meet local building code requirements.

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LIGHT SWITCHTYPICAL HVAC CONTROLSTYPICAL FIRE EXT CABINETTYPICALRECEPTACLESTYPICAL

COUNTERTOP

FIRE ALARMA/V STROBE

ACCESIBLE TOILET ROOMSIGNAGE, MIN 6" x 6"

BOTTOM PORTION OF DOOR

TO BE FLUSH / SMOOTH

SIGNAGE BASIS OF DESIGN:ROCKWOOD MFG. BF SERIES ADA,METAL SIGNS (US32D) WITH

PICTOGRAM, RAISED LETTERS ANDBRAILLE TRANSLATION.

WHERE TACTILE EXIT SIGNS ARE

IDENTIFIED, LOCATE WITHIN THEAREA INDICATED. WHEREADJACENT SURFACE IS GLASS,

PROVIDE VERTICAL SIGN MOUNTEDON DOOR FRAME.

RATED JOINTPROTECTION SYSTEM TOMATCH WALL RATING

METALLIC / NONMETALLICMEMBRANE PENETRATION

FIRE RATED CONSTRUCTION-SEE PLAN FOR LOCATIONSTHROUGH PENETRATION

5/8" GYP BOARD EACH SIDE2x4" WOOD METAL STUDS

@ 16" O.C.

CEILING- SEE PLAN FOR TYPEAND HEIGHT

WALL BASE AS SCHEDULEDCONT. LT GA METAL TRACK-SECURE TO FLOOR

GYP BD TIGHT TO FLOORINTERIOR PARITITION

SIMILAR EXCEPT 2x6 WOOD STUDS

5/8" TYPE "X" GYP BOARDEACH SIDE2x4" WOOD METAL STUDS@ 16" O.C.

CEILING- SEE PLAN FOR TYPEAND HEIGHT

FIRE RATED JOINT SEALANT- 1HR

WALL BASE AS SCHEDULED

CONT. LT GA METAL TRACK-

SECURE TO FLOOR

3" FIBERGLASS SOUND ATTEN.INSULATION

GYP BD TIGHT TO FLOOR

INTERIOR RATED PARITITION1 HR PER UL U309SIMILAR EXCEPT 2x6 WOOD STUDS

EXIST PRE-ENGINEERED WOOD TRUSSES-

EXIST WOOD FLOORSHEATHING, MIN 23/32"

(2) LAYERS 5/8" TYPE "X" GYP BD

FLOOR / CEILING ASSEMBLY

3/4" CONCRETE FLOOR TOPPING,1800 PSI MIN- ADDED WITHUPPER LEVEL TENANT BUILDOUT

GLASS FIBER OR MINERAL WOOLINSULATION (OPTIONAL)

1 HR GA #FC 5408

OPTIONAL

EXIST STEEL COLUMN(2) LAYERS 5/8" TYPE "X" GYP BDAT 1-HOUR ENCLOSURE

1-5/8" LT GA METAL FRAMING- CUT1/2" SHORT OF TOP OF ENCLOSUREMETAL CORNER BEAD PERASSEMBLY DESCRIPTION

STEEL COLUMN PROTECTION1 HR UL X528

ENCLOSURE SIZE SHALL BE SUCHTHAT THE ENTIRE BASE PLATE IS

WITHIN THE INSIDE OF THE GYP BD

CEILING RADIATIONDAMPER- BY LANDLORD

DIFFUSER IN SUSPENDEDCEILING GRID

DUCT WITHIN JOIST CAVITYSEE FLOOR / CEILING ASSEMBLYDETAIL FOR CONSTRUCTION

DAMPER SUPPORT BRACKSET

SECURED TO TRUSSES

FLEX DUCT

FLOOR / CEILING RADIATION DAMPERBASED ON RUSKIN CFD(2) SERIES OR EQ. 1 HOUR ASSEMBLY

EXISTING

458 SF

392 SF

Lighthouse Academy Tenant Improvement 400 W. State Street - Hastings, Michigan

PROJECT TEAM:

OWNER:

LIGHTHOUSE ACADEMY

3300 36th Street SE Grand Rapids, MI 49512

G1.1 COVER SHEET & GENERAL INFORMATION

G1.2 ACCESSIBLE MOUNTING HEIGHTS, RATED ASSEMBLIES

A1.1 FLOOR PLAN, DOOR SCHEDULE & DETAILS

A3.1 REFLECTED CEILING PLAN

A4.1 INTERIOR ELEVATIONS, FINISH PLAN, AND DETAILS

M1.1 MECHANICAL HVAC & PLUMBING PLANS AND SCHEDULES

E1.1 ELECTRICAL POWER & LIGHTING LAYOUTS

E1.2 EMERGENCY LIGHTING PHOTOMETRIC

SHEET INDEX:

CODE SUMMARY

EXISTING BUILDING - LEVEL 2 ALTERATION FOR TENANT IMPROVEMENT

CHAPTER 3 - USE & OCCUPANCY:

OCCUPANCY: E - EDUCATION (K-12), ALSO SUBJECT TO STATE RULES

CHAPTER 6 - TYPES OF CONSTRUCTION (MBC TABLE 602)

CONSTRUCTION TYPE : TYPE 5B / NFPA 220 TYPE V-000

PRIMARY STRUCTURAL FRAME : 0 HRS

BEARING WALLS

EXTERIOR: 0 HRS

INTERIOR: 0 HRS

NONBEARING INTERIOR: 0 HRS

FLOOR CONSTRUCTION: 0 HRS

ROOF CONSTRUCTION: 0 HRS

CHAPTER 9 - FIRE PROTECTION SYSTEMS

AUTOMATIC SPRINKLER SYSTEMS - THIS STRUCTURE IS NOT PROTECTED BY AN

AUTOMATIC SPRINKLER SYSTEM.

· FPSS IS NOT REQUIRED BY THE MBC, <12,000 SF

· FPSS IS ONLY REQUIRED IN EDUCATION SPACES >12,000 SF PER NFPA

FIRE ALARM AND DETECTION SYSTEMS IS REQUIRED IN THE AREA OF WORK AND

WILLL BE PROVIDED.

APPLICABLE BUILDING CODES:

MICHIGAN REHABILITATION CODE 2015 (MRHC), LEVEL 3 ALTERATION

NEW TENANT IMPROVEMENT

MICHIGAN BUILDING CODE 2021 (MBC)

MICHIGAN PLUMBING CODE 2021 (MPC)

MICHIGAN MECHANICAL CODE 2021 (MMC)

MICHIGAN ELECTRICAL CODE (MEC)

(BASED ON THE 2023 NATIONAL ELECTRICAL CODE)

MICHIGAN ENERGY CODE (IECC)

(BASED ON ASHRAE 90.1 - 2019 W/MODIFICATIONS)

MICHIGAN BARRIER FREE / 2010 ADA STANDARDS

SCHOOL FIRE AND LIFE SAFETY RULES 2016 INCLUDING

LFE SAFETY CODE, NFPA-101 2012 (SCHOOLS)

DATEDESCRIPTION

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Lighthouse Academy

400 W. State Street Hastings, Michigan

05-0208

100 CESAR E. CHAVEZ AVE SW

SUITE 200

G R A N D RAPIDS, MI 49503

www.create3architecture.com

CR3ATE

A R C H I T E C T U R E

S E

A L

CREATE 3,PLLC 2025

G1.1

BIDS & PERMIT 03/31/25

Cover Sheet, Code Data, General Notes

EXIT PATH

TRAVEL DIST TO COMMON PATH OF TRAVEL

EXIT

EGRESS LEGEND

OCCUPANT AREA FOR CALCULATION

EXIT DISCHARGE

USE GROUP

OCCUPANT LOAD

EXISTING SUITE

NO WORK PROPOSED IN THIS AREA

CHAPTER 10 - MEANS OF EGRESS

OCCUPANT LOAD

EXISTING SUITE NOT IN SCOPE OF WORK

EDUCATION 1,988 / 20 SF = 66 OCC*

*REFER TO EGRESS PLAN FOR OCC LOAD OF INDIVIDUAL SPACES

EXITS: (2) EXITS SHALL BE PROVIDED FROM SPACES WITH MORE THAN 49 OCCS

(1) EXIT SHALL BE PROVIDED FROM SPACES WITH LESS THAN 50

OCCUPANTS THAT ALSO MEET THE EGRESS TRAVEL DISTANCES IN SECTION

DEAD END CORRIDOR- 20 FT MAX, < 20' PROVIDED

COMMON PATH OF TRAVEL- 75 FT MAX, <75 FT PROVIDED

PANIC EXIT HARDWARE IS PROVIDED ON ALL DOORS SERVING SPACES WITH AN

OCCUPANT LOAD OF 50 OR MORE.

CORRIDORS ARE 1 HOUR RATED, FIRE BARRIERS.

CLASSROOM DOOR OPENINGS 3/4 HR - D-H-45

OTHER CORRIDOR OPENINGS 3/4 HR - D-H-45

PLUMBING FIXTURE CALCULATIONS

MINIMUM REQUIRED PLUMBING FIXTURES

SUITE A EXISTING TO REMAIN- NOT IN WORK SCOPE

EDUCATIONAL - 66 OCCS

M- (1) WC REQ'D @ 1/50

W- (1) WC REQ'D @ 1/50

(2) UNISEX TOILET ROOMS (1WC + 1LAV EA) PROVIDED

(1) SERVICE SINK REQ'D / (1) PROVIDED- EXISTING

(1) DRINKING FOUNTAIN REQ'D / (1) PROVIDED- EXISTING

BUILDING CODE SUMMARY

GENERAL CONDITIONS

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH

ALL FEDERAL, STATE AND LOCAL CODES AND

ORDINANCES IN EFFECT IN THE PROJECT AREA AS WELL

AS OTHER REQUIREMENTS OF THE LOCAL AUTHORITY

HAVING JURISDICTION.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE

COORDINATION OF ALL PARTS OF THE WORK SO THAT NO

WORK SHALL BE LEFT IN AN UNFINISHED OR INCOMPLETE

CONDITION.

3. ALL WORK SHALL CONFORM TO INDUSTRY AND

MANUFACTURER'S PUBLISHED STANDARDS AND THE

BUILDING OWNER'S REQUIREMENTS FOR QUALITY OF

MATERIALS AND WORKMANSHIP AS WELL AS ALL

REQUIREMENTS IN THESE DRAWINGS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING

THE BUILDING PERMIT FOR THE WORK SHOWN ON THESE

DRAWINGS. INDIVIDUAL SUBCONTRACTORS SHALL

SECURE PERMITS FOR THEIR PORTION OF THE WORK

UNLESS DIRECTED OTHERWISE BY THE CONTRACTOR.

5. DO NOT SCALE DRAWINGS. USE PROVIDED DIMENSIONS.

6. ALL DIMENSIONS ASSOCIATED TO EXISTING STRUCTURE

ARE TO BE FIELD VERIFIED BY CONTRACTOR PRIOR TO

ANY FABRICATION OR SHOP DRAWINGS.

7. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND

SHALL VERIFY ALL NEW AND EXISTING CONDITIONS

SHOWN ON THE DRAWINGS. IF DISCREPANCIES EXIST IN

THE CONSTRUCTION DRAWINGS, CONTACT THE

ARCHITECT FOR CLARIFICATION BEFORE PROCEEDING.

8. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR

AND HAVE CONTROL OVER THE SCHEDULING,

SEQUENCING, CONSTRUCTION MEANS AND METHODS

EMPLOYED IN THE EXECUTION OF THE WORK AND FOR

SAFETY ON THE PROJECT SITE.

9. COORDINATE PROPER STORAGE OF BUILDING MATERIALS

ON SITE WITH THE OWNER'S REPRESENTATIVE TO AVOID

DISRUPTION OF THE OWNER'S ACTIVITIES WITHIN THE

BUILDING AND TO MAINTAIN PROPER ACCESS TO ALL

REQUIRED MEANS OF EGRESS.

10. PROVIDE TEMPORARY, PORTABLE FIRE EXTINGUISHERS

AS REQUIRED BY THE BUILDING CODE, INTERNATIONAL

FIRE CODE OR LOCAL AUTHORITY HAVING JURISDICTION

OVER THE PROJECT.

11. PROTECT ALL AREAS AND NEW AND EXISTING MATERIALS

AND FINISHES FROM DAMAGE THAT MAY OCCUR FROM

CONSTRUCTION, DIRT, DUST, WATER, ETC. ANY DAMAGE

RESULTING FROM CONSTRUCTION OPERATIONS OR

IMPROPER PROTECTION SHALL BE REPAIRED OR

REPLACED AT THE CONTRACTOR'S EXPENSE.

12. THE CONTRACTOR SHALL PROVIDE APPROPRIATE MEANS

AND BARRIERS TO PROTECT THE PROJECT SITE AND THE

PUBLIC AS REQUIRED BY APPLICABLE LOCAL, STATE AND

NATIONAL CODES AND REGULATIONS.

13. PROTECT FIRE ALARM AND FIRE PROTECTION SPRINKLER

SYSTEMS FROM DAMAGE DURING CONSTRUCTION.

MAINTAIN SYSTEMS OPERATIONAL UNLESS REQUIRED

OTHERWISE BY NEW WORK. NOTIFY THE OWNER OF

TIMES WHEN FIRE PROTECTION SYSTEMS WILL NOT BE

ACTIVE.

14. THE CONTRACTOR SHALL COORDINATE ALL CUTTING AND

PATCHING IN EXISTING WALLS, FLOORS, CEILING, ROOFS,

ETC. WHERE REQUIRED BY NEW WORK. SECURE

APPROVAL OF THE OWNER PRIOR TO COMMENCE WORK.

EMPLOY THE OWNER'S CONTRACTORS WHERE NECESSARY

TO MAINTAIN THE INTEGRITY OF EXISTING WORK AND

TO MAINTAIN THE OWNER'S EXISTING WARRANTY

COVERAGE.

15. ALL WORK IN THIS PROJECT SHALL BE WARRANTED

AGAINST ANY DEFECT IN MATERIALS OR WORKMANSHIP

FOR A PERIOD OF ONE YEAR COMMENCING AT THE DATE

OF SUBSTANTIAL COMPLETION, UNLESS A LONGER

PERIOD IS SPECIFIED IN THE CONSTRUCTION

DOCUMENTS. ANY DEFECTIVE MATERIAL OR

WORKMANSHIP SHALL BE REPAIRED OR REPLACED AT NO

COST TO THE OWNER.

16. REMOVE ALL RUBBISH AND WASTE MATERIALS ON A

DAILY BASIS TO PREVENT THE ACCUMULATION OF DIRT

OR DEBRIS. PROVIDE FINAL CLEANING AT THE END OF

THE PROJECT.

17. THE CONSTRUCTION DOCUMENTS, DRAWINGS AND

SPECIFICATIONS ARE INSTRUMENTS OF SERVICE OF THE

ARCHITECT AND REMAIN THE PROPERTY OF THE

ARCHITECT AND SHALL NOT BE USED WITHOUT HIS

EXPRESSED CONSENT.

NORTH

Scale:

EGRESS PLAN

3/32" = 1'-0"

NORTH

Scale:

LOCATION PLAN

NONE

PROJECT LOCATION

BUILDING ENVELOPE

1. ALTERED ELEMENTS OF THE BUILDING ENVELOPE SHALL

COMPLY WITH THE REQUIREMENTS OF THE CURRENT

MICHIGAN ENERGY CODE, ASHRAE 90.1-2013,

NON-RESIDENTIAL, PRESCRIPTIVE METHOD. MINIMUM

R-VALUE / MAXIMUM U-VALUES FOR INDIVIDUAL

COMPONENTS ARE INDICATED BELOW.

2. BUILDING INSULATION SHALL BE:

ROOF ABOVE DECK (POLYISO, 2 LAYERS) R30

STUD WALLS (BATT WITH VAPOR BARRIER) R19

CMU, CELLS FILLED R12

SLAB EDGE (POLYISO, 2"x24") R10

3. FENESTRATION VALUES SHALL BE (MINIMUM):

STOREFRONT U-VALUE 0.29

STOREFRONT SHGC 0.39

STOREFRONT VLT 70%

OPAQUE DOOR U-VALUE 0.34

4. ALL FACTORY BUILT FENESTRATION SHALL BE LABELED OR

CERTIFIED AS MEETING AIR LEAKAGE, U-FACTOR, SHGC

AND VT REQUIREMENTS.

GLAZED DOORS 1.0 CFM/SF

STOREFRONT / CURTAINWALL 0.06 CFM/SF

SWINGING OPAQUE DOORS 0.2 CFM/SF

NON-SWINGING OPAQUE DOORS 0.4 CFM/SF

5. PROVIDE CONTINUOUS AIR BARRIER ON ALL EXTERIOR

WALLS AND BE WRAPPED, SEALED, CAULKED AND / OR

TAPED PER THE MANUFACTURER'S INSTRUCTIONS.

6. INSULATION IN CONTACT WITH THE GROUND SHALL BE

POLYISO, 40PSF, MAX 0.3% WATER ABSORPTION AND BE

INSTALLED PER MANUFACTURER'S INSTRUCTIONS.

7. VAPOR BARRIER SHALL BE INSTALLED UNDER CONCRETE

SLAB ON GRADE, 10 MIL (MINIMUM) POLYETHYLENE

SHEETING. TAPE OR SEAL ALL JOINTS AND PENETRATIONS.

458 SF

EXIST ADA

TOILET RM

EXIST ADA

TOILET RM

EXIST

ELEV.

WATER METER ROOM

ELECT ROOM

458 SF

392 SF

EGRESS PLAN KEY NOTES

1. EXISTING OPERABLE WINDOW- 36" W x 54" H, SILL @ 38"

SFF, DOUBLE-HUNG, MEETS MIN 20"W x 24"H, 5.7 SF CLEAR

OPENING.

2. 1-HOUR FIRE BARRIER AT EXIT ACCESS CORRIDOR,

TERMINATING AT THE UNDERSIDE OF RATED

FLOOR/CEILING ASSEMBLY ABOVE.

3. EXIT ACCESS CORRIDOR OPENINGS TO HAVE MINIMUM 45

MINUTE (3/4 HOUR) RATING.SEE DOOR SCHEDULE FOR

ADDITIONAL REQUIREMENTS.

4. 1-HOUR FIRE BARRIER AT AREA SEPARATION.

5. AREA SEPARATION OPENINGS TO HAVE MINIMUM 45

MINUTE (1 HOUR) RATING. SEE DOOR SCHEDULE FOR

ADDITIONAL REQUIREMENTS.

6. EXISTING BUILDING EXIT DOOR EQUIPPED WITH PANIC

EXIT HARDWARE.

PROPOSED TENANT SPACE

1,988 SF

ARCHITECT:

CREATE 3 ARCHITECTURE

100 Cesar E. Chavez Ave Suite 200 Grand Rapids, MI 49503

DESIGN BUILD SYSTEMS

1. THE DESIGN OF MECHANICAL, PLUMBING AND ELECTRICAL

SYSTEMS NOT SHOWN IN THE CONSTRUCTION

DOCUMENTS SHALL BE PROVIDED BY THE TRADE

CONTRACTOR AS A DESIGN-BUILD.

2. THE SYSTEMS SHALL BE DESIGNED BY A REGISTERED

ENGINEER AS LICENSED IN THE STATE OF MICHIGAN.

SEALED DOCUMENTS, CALCULATIONS, SUBMITTALS, ETC.

SHALL BE PROVIDED TO THE ARCHITECT FOR REVIEW

PRIOR TO SUBMITTING TO THE AUTHORITIES HAVING

JURISDICTION. ANY AND ALL PLAN REVIEW COMMENTS

SHALL BE ADDRESSED AND RESUBMITTED AS REQUIRED.

3. THE SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH

THE REQUIREMENTS OF THE CURRENT BUILDING CODE AS

WELL AS ANY OTHER SPECIFIC TRADE CODE (MECHANICAL,

PLUMBING, ELECTRICAL, ETC.) IN EFFECT AT THE TIME OF

SUBMITTAL.

4. THE ARCHITECT IS NOT RESPONSIBLE FOR THE DESIGN,

ENGINEERING, TIMELINESS, COORDINATION,

COMPLETENESS OF DESIGN-BUILD SYSTEMS ENGINEERED

BY OTHERS.

LIGHT SWITCH

TYPICAL

HVAC CONTROLS

TYPICAL

FIRE EXT CABINET

TYPICAL

RECEPTACLES

TYPICAL

3' -4

1' -6

COUNTERTOP

6' -8

FIRE ALARM

A/V STROBE

4' -0

ACCESIBLE TOILET ROOM

SIGNAGE, MIN 6" x 6"

18"

MAX

" L

" M

BOTTOM PORTION OF DOOR

TO BE FLUSH / SMOOTH

SIGNAGE BASIS OF DESIGN:

ROCKWOOD MFG. BF SERIES ADA,

METAL SIGNS (US32D) WITH

PICTOGRAM, RAISED LETTERS AND

BRAILLE TRANSLATION.

WHERE TACTILE EXIT SIGNS ARE

IDENTIFIED, LOCATE WITHIN THE

AREA INDICATED. WHERE

ADJACENT SURFACE IS GLASS,

PROVIDE VERTICAL SIGN MOUNTED

ON DOOR FRAME.

RATED JOINT

PROTECTION SYSTEM TO

MATCH WALL RATING

METALLIC / NONMETALLIC

PIPE THROUGH PENETRATION

FLOOR / CEILING ASSEMBLY-

SEE TYPES

2x TOP & BOTTOM PLATES

RATED JOINT

PROTECTION SYSTEM TO

MATCH WALL RATING

METALLIC / NONMETALLIC

MEMBRANE PENETRATION

FIRE RATED CONSTRUCTION-

SEE PLAN FOR LOCATIONS

THROUGH PENETRATION

5/8" GYP BOARD EACH SIDE

2x4" WOOD METAL STUDS @ 16" O.C.

CEILING- SEE PLAN FOR TYPE

AND HEIGHT

WALL BASE AS SCHEDULED

CONT. LT GA METAL TRACK-

SECURE TO FLOOR

GYP BD TIGHT TO FLOOR

INTERIOR PARITITION

W6 SIMILAR EXCEPT 2x6 WOOD STUDS

5/8" TYPE "X" GYP BOARD

EACH SIDE

2x4" WOOD METAL STUDS @ 16" O.C.

CEILING- SEE PLAN FOR TYPE

AND HEIGHT

FIRE RATED JOINT SEALANT- 1HR

WALL BASE AS SCHEDULED

CONT. LT GA METAL TRACK-

SECURE TO FLOOR

3" FIBERGLASS SOUND ATTEN.

INSULATION

GYP BD TIGHT TO FLOOR

INTERIOR RATED PARITITION

1 HR PER UL U309

R6 SIMILAR EXCEPT 2x6 WOOD STUDS

EXIST PRE-ENGINEERED WOOD TRUSSES-

EXIST WOOD FLOOR

SHEATHING, MIN 23/32"

(2) LAYERS 5/8" TYPE "X" GYP BD

FLOOR / CEILING ASSEMBLYFC1

3/4" CONCRETE FLOOR TOPPING,

1800 PSI MIN- ADDED WITH

UPPER LEVEL TENANT BUILDOUT

GLASS FIBER OR MINERAL WOOL

INSULATION (OPTIONAL)

1 HR GA #FC 5408

OPTIONAL

EXISTING

EXIST STEEL COLUMN

(2) LAYERS 5/8" TYPE "X" GYP BD

AT 1-HOUR ENCLOSURE

1-5/8" LT GA METAL FRAMING- CUT

1/2" SHORT OF TOP OF ENCLOSURE

METAL CORNER BEAD PER

ASSEMBLY DESCRIPTION

STEEL COLUMN PROTECTION

1 HR UL X528

ENCLOSURE SIZE SHALL BE SUCH

THAT THE ENTIRE BASE PLATE IS

WITHIN THE INSIDE OF THE GYP BD

EXISTING

CEILING RADIATION

DAMPER- BY LANDLORD

DIFFUSER IN SUSPENDED

CEILING GRID

DUCT WITHIN JOIST CAVITY

SEE FLOOR / CEILING ASSEMBLY

DETAIL FOR CONSTRUCTION

DAMPER SUPPORT BRACKSET

SECURED TO TRUSSES

FLEX DUCT

FLOOR / CEILING RADIATION DAMPER

BASED ON RUSKIN CFD(2) SERIES OR EQ. 1 HOUR ASSEMBLY

DATEDESCRIPTION

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Lighthouse Academy

400 W. State Street Hastings, Michigan

05-0208

100 CESAR E. CHAVEZ AVE SW

SUITE 200

G R A N D RAPIDS, MI 49503

www.create3architecture.com

CR3ATE

A R C H I T E C T U R E

S E

A L

CREATE 3,PLLC 2025

G1.2

BIDS & PERMIT 03/31/25

Accessibility Details, Rated Assemblies

MOUNTING HEIGHTS- DEVICES & CONTROLS

NO SCALE

DOORS & SIGNAGE

NO SCALE

HORIZONTAL ASSEMBLY FIRE RATED JOINT PROTECTION

NO SCALE

PARTITION FIRE RATED JOINT PROTECTION

NO SCALE

PAINTED

HOLLOW METAL

SEE

SCHED

2"2"

HM1

SEE

SCHED

FLUSH

SEE

SCHED

SEE

SCHED

HALF GLASS

NARROW LITE

SEE PLAN & PARTITION TYPES

FOR WALL ASSEMBLY

DOUBLE-RABBET, HOLLOW METAL

DOOR FRAME

WALL THICKNESS + 1/2"

SOLID CORE WOOD OR HOLLOW

METAL DOOR AS SCHEDULED

DOUBLE JAMB STUDS, FULL HEIGHT

DIMENSION AT INSIDE CORNER U.N.O.

SEE PLAN & PARTITION TYPES

FOR WALL ASSEMBLY

DOUBLE-RABBET, HOLLOW METAL

DOOR FRAME

WALL THICKNESS + 1/2"

SOLID CORE WOOD OR HOLLOW

METAL DOOR AS SCHEDULED*

DATEDESCRIPTION

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Lighthouse Academy

400 W. State Street Hastings, Michigan

05-0208

100 CESAR E. CHAVEZ AVE SW

SUITE 200

G R A N D RAPIDS, MI 49503

www.create3architecture.com

CR3ATE

A R C H I T E C T U R E

S E

A L

CREATE 3,PLLC 2025

NORTH

Scale:

FLOOR PLAN

1/4" = 1'-0"

A1.1

BID & PERMIT 03/31/25

B Y:

O N

3/ 4/

M Y-

- T

I\ A1

.X .D

W G

Floor Plan Door Schedule & Details

18'-6 3/8" 24'-3 1/2" 6'-4 3/8"±

15'-2 3/8" 9'-4"

20'-6 7/8" 4'-1"

'-3

'-8

3'-4" 6'-0"

5' -5

'-5

4' -7

'-8

6' -0

1' -8

ENTRY HALL

TOILET ROOM

EXIST

TOILET ROOM

EXIST

CORRIDOR

CLASSROOM

WORK ROOM

ROOM

ELECT

ETR ETR

110A

114 115

7'-9 3/8"±

'-8

-0

ELEVATOR

EXIST

DOOR SCHEDULE

MARK LOCATION SIZE MATL TYPE MATL TYPE

DOOR FRAME HARDWARE

REMARKS

110A MAIN ENTRY 3'-0" x 7'-0" WD G HM HM1 A-P E C W 45

PARTITION NOTES

GENERAL

1. ALL DIMENSIONS ARE TO THE FINISHED FACE OF GYPSUM

BOARD AND / OR COLUMN LINES UNLESS NOTED

OTHERWISE.

2. WALL TYPES DO NOT INCLUDE FINISHES. REFER TO

ROOM FINISH SCHEDULE AND ELEVATIONS FOR FINISH

INFORMATION.

3. ALL FIRE AND SOUND RATED WALLS SHALL BE

CONSTRUCTED IN ACCORDANCE WITH THE TESTING

AGENCY DESIGN REPORT WHICH MAY INCLUDE

ADDITIONAL REQUIREMENTS NOT IDENTIFIED IN THE

DETAILS.

4. MEMBRANE AND THROUGH PENETRATIONS IN RATED

CONSTRUCTION SHALL BE PROTECTED BY AN APPROVED

PENETRATION FIRE STOP SYSTEM TESTED IN

ACCORDANCE WITH ASTM E814 OR UL 1479.

5. FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, OR ANY

OTHER WALLS REQUIRED TO HAVE PROTECTED OPENINGS

OR PENETRATIONS SHALL BE PERMANENTLY IDENTIFIED

ABOVE ACCESSIBLE CEILINGS WITH SIGNS OR STENCILING

A MINIMUM OF 1/2" LETTERING LOCATED WITHIN THE

CONCEALED SPACE AT INTERVALS NOT EXCEEDING 30'.

6. EDGE OF DOOR FRAMES SHALL BE 4" OFF ADJACENT

SURFACE / CORNER UNLESS NOTED OTHERWISE.

GYPSUM BOARD SYSTEMS

GYPSUM BOARD

1. ALL GYPSUM BOARD USED ON ALL RATED AND NON-RATED

SYSTEMS SHALL COMPLY WITH ASTM C1396 AND BE A

MINIMUM OF 5/8" TYPE "X", UNLESS THE RATED ASSEMBLY

REQUIRES A DIFFERENT TYPE.

2. ABUSE AND IMPACT RESISTANT GYPSUM BOARD SHALL BE

PROVIDED WHERE INDICATED AND COMPLY WITH ASTM

C1629.

3. WATER RESISTANT GYP BOARD SHALL BE PROVIDED AT

ALL TOILET ROOMS, JANITOR'S CLOSETS, KITCHENS,

MECHANICAL ROOMS AND SIMILAR SPACES THAT MAY BE

SUBJECT TO WATER, STEAM OR EXCESSIVE MOISTURE AND

SHALL COMPLY WITH ASTM C1178.

4. CEMENTITIOUS BACKER PANELS SHALL BE PROVIDED

BEHIND ALL WALL TILE INSTALLATIONS AT SHOWERS AND

SIMILAR AREAS SUBJECT TO WETTING AND COMPLY WITH

ASTM C1325.

5. FINISHING TRIMS INCLUDING CORNER BEAD, J-TRIM, AND

EXPANSION JOINTS (V-SHAPED) SHALL COMPLY WITH

ASTM C1047.

6. EXPANSION JOINTS SHALL BE LOCATED AS SHOWN ON THE

DRAWINGS. WHERE NO JOINTS ARE INDICATED,

PRE-FORMED EXPANSION JOINTS SHALL BE INSTALLED ON

CONTINUOUS WALLS AT INTERVALS NOT TO EXCEED 30'

AND SHALL NOT TERMINATE INTO OPENINGS, DOOR

FRAMES OR SIMILAR ITEMS.

7. ACOUSTIC SEALANT SHALL BE PROVIDED AT THE

PERIMETER OF ALL SOUND RATED ASSEMBLIES AND

PENETRATIONS AND COMPLY WITH ASTM C843 OR AS

RECOMMENDED BY GYP BOARD MANUFACTURER.

8. ALL JOINTS SHALL BE FINISHED, SMOOTH, IN

ACCORDANCE WITH ASTM C840 / GA 214. ALL EXPOSED

SURFACES SHALL BE A MINIMUM OF LEVEL 4 UNLESS

NOTED OTHERWISE. ALL RATED ASSEMBLIES AND

CONCEALED AREAS MAY BE LEVEL 2.

9. AREAS TO RECEIVE TILE WALL BASE SHALL BE FINISHED

SO AS TO PROVIDE A FLAT SURFACE WITH NO MORE THAN

1/8" IN DEVIATION IN 4 FEET TO PREVENT GAPS BEHIND

TILE.

WOOD FRAMING

1. ALL FRAMING MEMBERS SHALL BE THE SIZE AND SPACING

INDICATED. FRAMING SHALL COMPLY WITH AF & PA'S

WCD-1, DETAILS FOR CONVENTIONAL WOOD FRAME

CONSTRUCTION.

2. WOOD FRAMING FOR STUDS SHALL BE KILN-DRIED,

GRADED PER DOC PS 20 WITH 19% MOISTURE CONTENT

MAXIMUM. HEM-FIR OR S-P-F STUD GRADE OR BETTER.

3. WOOD FRAMING AND PLATES IN CONTACT WITH

CONCRETE SHALL BE PRESSURE PRESERVATIVE TREATED

(PT) IN ACCORDANCE WITH AWPA U1. CCA TREATED

LUMBER IS NOT ALLOWED.

4. FIRE RETARDANT TREATED (FRT) LUMBER AND

SHEATHING SHALL BE PROVIDED WHERE INDICATED AND

COMPLY WITH ASTM D3201.

PARTITION LEGEND

NOTES:

1. ALL PARTITIONS NOT DESIGNATED SHALL BE TYPE W4

2. REFER TO PARTITION TYPES ON SHEET G1.2 FOR

ADDITIONAL INFORMATION.

3. ALL PARTITIONS SHALL BE FULL HEIGHT EXCEPT WHERE

NOTED ADJACENT TO TAG (#'-##" )

EXISTING PARTITION TO REMAIN

EXISTING PARTITION TO BE REMOVED

NEW PARTITION- SEE TYPES

PARTITION TYPE DESIGATION

CORE SIZE / THICKNESS

MODIFIER / FINISH

METAL FRAMING

1 1" FURRING

2 2-1/2" STUD

3 3-5/8" STUD

6 6" STUD

8 8" STUD

WOOD FRAMING

1 1x FURRING 2 2x FURRING 4 2x4 STUD 6 2x6 STUD

PARTITION TYPES

W WOOD FRAMING

R FIRE BARRIER

DOOR TYPES

NO SCALE

FRAME TYPES

NO SCALE

DOOR HARDWARE NOTES

1. THE FINISH FOR ALL DOOR HARDWARE SHALL BE BHMA

626 SATIN CHROME, U.N.O. COORDINATE AND PROVIDE

CLOSEST MATCHING FINISH WITH MFGR WHERE THIS

OPTION IS NOT AVAILABLE.

2. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION

OF FINAL HARDWARE SELECTIONS, MODEL NUMBERS, ETC.

TO MEET THE DESIGN INTENT SPECIFIED HERE AND

ENSURE COMPATIBILITY OF ALL COMPONENTS.

3. ALL HARDWARE SHALL BE INSTALLED AND ADJUSTED TO

MEET ADA / ACCESSIBILITY REQUIREMENTS AND SHALL BE

OPERABLE WITHOUT TIGHT PINCHING, GRASPING OR

TWISTING.

FUNCTION- MORTISE LEVER LOCKSET, GRADE 1, SINGLE

CYLINDER WITH DEADBOLT, SARGENT 7900 SERIES

OR EQUAL, "BL" LEVER, "O" ROSE. PROVIDE STRIKE

PLATE SUITABLE FOR THE FRAME DEPTH.

A 71 FUNCTION FAIL SECURE, ELECTROMECHANICAL

B ANSI F13 EXIT FUNCTION W/ INTERIOR THUMBTURN

"-P" SUFFIX DENOTES PANIC EXIT DEVICE ON EGRESS

SIDE

HINGES- # DENOTES QTY PER LEAF

H 4-1/2" x 4-1/2" STEEL BB, 5 KNUCKLE, NRP, FULL

MORTISE

E SAME AS "A" EXCEPT ELECTRIFIED

CLOSERS- SET TO MAX 5 LB OPENING FORCE

C SURFACE MTD, OVERHEAD

STOP

W WALL, CONCAVE, ROCKWOOD #409 OR EQ

SPECIAL

S SMOKE SEALS

ACCESS

C CARD READER

111 CLASSROOM 111 3'-0" x 7'-0" WD N HM R1B H C W

112 CLASSROOM 112 3'-0" x 7'-0" WD N HM R1B H C W

113 CLASSROOM 113 3'-0" x 7'-0" WD N HM R1B H C W

114 WORK ROOM 114 3'-0" x 7'-0" WD N HM R1B H C W

115 ELECTRICAL 115 3'-0" x 7'-0" WD F HM R1B H C W 45

DOORS & FRAMES

WOOD DOORS

1. WOOD DOORS SHALL BE 1-3/4" THICK, 5-PLY, SOLID

PARTICLEBOARD CORE, FREE OF UREA FORMALDEHYDE IN

ACCORDANCE WITH ANSI/WDMA I.S. 1A OR 6A.

2. RATED DOORS SHALL MEET THE REQUIREMENTS OF NFPA

80 AND UL 10C.

3. DOOR LITE GLAZING SHALL BE WIRED SAFETY GLASS,

COMPLYING WITH ASTM E119 AND NFPA 80.

4. PROVIDE FACE VENEER FOR TRANSPARENT FINISH, MAPLE,

GRADE 'A', BOOK AND RUNNING MATCH.

5. PREFINISHED DOORS SHALL BE UV CURED, STANDARD

COLOR AS SELECTED BY THE ARCHITECT.

REMARKS

R1 CLASSROOM / ROOM SIGNAGE PROVIDED BY

OWNER

RATING

## NUMBER OF MINUTES, DOOR & FRAME

METAL DOORS

1. ALL METAL DOORS SHALL BE 1-3/4" THICK, CONFORMING

WITH STEEL DOOR INSTITUTE (SDI) GUIDE

SPECIFICATIONS.

2. INTERIOR METAL DOORS SHALL BE 18 GA FACE SHEET / 16

GA FRAME WITH POLYSTYRENE CORE.

3. EXTERIOR METAL DOORS SHALL BE 16 GA FACE SHEET /

14 GA FRAME WITH G60 COATING AND INSULATED CORE.

MIN R=6 OR AS REQUIRED BY THE ENERGY CODE.

4. METAL DOORS SHALL BE FULL FLUSH STYLE WITH

INTERLOCKED, HEMMED EDGES AND HAIRLINE SEAMS.

5. RATED DOORS SHALL MEET THE REQUIREMENTS OF UL

10B, TEMPERATURE RISE RATED, POSITIVE PRESSURE

WITH STEEL STIFENERS & MINERAL WOOL INSULATION.

VISION LITES SHALL INCORPORATE FIRE RATED GLAZING

TO MEET THE RATINGS INDICATED.

6. PROVIDE INTERNAL REINFORCEMENT FOR APPLIED

HARDWARE SUCH AS HINGES, CLOSERS, EXIT DEVICES,

ETC.

7. LITES AND LOUVERS SHALL BE FABRICATED WITH THE

DOORS. POST-INSTALLED LITE KITS ARE NOT PERMITTED.

8. ALL GLAZING SHALL BE TEMPERED, SAFETY GLASS, CLEAR.

EXTERIOR GLAZING SHALL BE INSULATED, CLEAR.

9. DOORS SHALL BE FACTORY PRIMED, READY FOR FIELD

PAINTING.

METAL FRAMES

1. HOLLOW METAL DOOR FRAMES SHALL BE STEEL, UNEQUAL

RABBET CONFORMING TO THE STEEL DOOR INSTITUTE

(SDI) GUIDE SPECIFICATIONS.

2. FIRE RATED FRAMES SHALL MEET THE REQUIREMENTS OF

NFPA 252 / ANSI UL10B AND NFPA 80.

3. FRAME DEPTH SHALL BE AS REQUIRED TO ACCOMMODATE

THE WALLS IN WHICH THEY ARE INSTALLED.

CONTRACTOR TO COORDINATE ALL SIZES AND OPENINGS.

4. INTERIOR FRAMES SHALL BE 16 GA, KNOCK DOWN (KD)

OR SLIP ON CONSTRUCTION AT INTERIOR STUD

PARTITIONS.

5. EXTERIOR FRAMES, FIRE RATED FRAMES AND FRAMES IN

MASONRY OPENINGS SHALL BE 14 GA, G90, WELDED

CONSTRUCTION.

6. PROVIDE FRAME ANCHORS AS RECOMMENDED BY THE

MANUFACTURER, SUITABLE FOR THE CONDITIONS OF

EACH OPENING.

7. FRAMES SHALL BE PREPARED BY THE MANUFACTURER FOR

ALL HINGES, STRIKES, CLOSERS, ETC.

8. FRAMES SHALL BE FACTORY PRIMED, READY FOR FIELD

PAINTING.

ETR

J1 A1.1

DOOR JAMB DETAIL

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

H1 A1.1

DOOR HEAD DETAIL

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

J1 A1.1

H1 A1.1

A4.1

101B

COMMON AREA

EGRESS

WINDOW

(EXIST)

W (E

EWC W/

BOTTLE FILLER

SAWCUT & REMOVE EXIST CONC

SLAB TO EXTEND U/G PLUMBING

TO NEW LOCATION

'-0

REF

(BY OWNER)

IT EQPT BY

OWNER

36"x24" SS TABLE

BY OWNER

PATCH SLAB TO MATCH EXST

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

VERIFY

ALIGN

6'-0"

CLEAR

W4 R4

EXIST 1-HR RATED

PARTITION & DOOR

EXIST EWC

EXIST PROTECTED COLUMNS

EXIST 1-HR

FIRE BARRIER

ELECT PANEL

BY LANDLORD

ETR

EXIST SOLID, FLUSH

HM DOOR & FRAME

W/ PANIC EXIT HDWR

EXIST GLASS & ALUM

ENTRANCE DOOR EQUIPPED

WITH PANIC EXIT HDWR

HM1

45S

A4.1

DATEDESCRIPTION

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Lighthouse Academy

400 W. State Street Hastings, Michigan

05-0208

100 CESAR E. CHAVEZ AVE SW

SUITE 200

G R A N D RAPIDS, MI 49503

www.create3architecture.com

CR3ATE

A R C H I T E C T U R E

S E

A L

CREATE 3,PLLC 2025

NORTH

Scale:

REFLECTED CEILING PLAN

1/4" = 1'-0"

A3.1

BID & PERMIT 03/31/25

B Y:

O N

3/ 4/

M Y-

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I\ A1

.X .D

W G

Reflected Ceiling Plan

ENTRY HALL

TOILET ROOM

EXIST

TOILET ROOM

EXIST

CORRIDOR

CLASSROOM

WORK ROOM

ROOM

ELECT

ELEVATOR

EXIST

EXISTING CEILING GRID TO REMAIN

CEILING LEGEND

EXISTING CEILING GRID TO BE REMOVED

NEW CEILING GRID

EXISTING CEILING DIFFUSER TO BE REMOVED /

RELOCATED

NEW / RELOCATED CEILING DIFFUSER

EXISTING LIGHT FIXTURE TO REMAIN

EXISTING LIGHT FIXTURE TO BE REMOVED /

RELOCATED

NEW / RELOCATED LIGHT FIXTURE

CEILING NOTES

1. SUSPENDED ACOUSTICAL CEILINGS SHALL BE INSTALLED

IN ACCORDANCE WITH ASTM C635 AND C636.

2. CEILING PRODUCTS SHALL COMPLY WITH THE CEILING

FINISH REQUIREMENTS LISTED IN THE BUILDING CODE

DATA FOR SMOKE DEVELOPED AND FLAMESPREAD.

3. SUSPENDED TILE CEILINGS SHALL BE LAID OUT SO THAT

THE GRID OR TILES ARE CENTERED IN THE ROOM U.N.O.

AVOID THE USE OF LESS THAN HALF-WIDTH TILES.

4. COORDINATE THE LOCATION OF MECHANICAL AND

ELECTRIAL ITEMS TO BE INTEGRATED INTO THE CEILING

GRID. LIGHT FIXTURE PLACEMENT SHALL TAKE

PRECEDENCE OVER ALL OTHER COMPONENTS.

5. RECESSED LIGHTS, SPRINKLER HEADS AND SIMILAR

ACCESSORIES SHALL BE CENTERED IN THE TILE IN WHICH

THEY ARE LOCATED.

6. HANGER WIRES SHALL BE SECURELY ATTACHED TO

STRUCTURAL MEMBERS (NOT FLOOR OR ROOF DECK)

WITH A MINIMUM No. 12 GAGE, GALVANIZED, SOFT

ANNEALED, MILD STEEL WIRE AND BE BRACED TO

PREVENT SWAY. WIRES SHALL BE INSTALLED PLUMB AS

REQ'D.

7. SUSPENDED GRID SYSTEMS AND HANGER WIRES SHALL

NOT BE USED TO SUPPORT CONDUIT, PIPING, DUCTWORK

OR LOOSE CABLING. ALL SUCH ELEMENTS SHALL BE

INDEPENDENTLY SUPPORTED.

8. PERIMETER WALL TRIMS SHALL BE SECURED THROUGH

GYP BOARD INTO WALL FRAMING MEMBERS.

8'-0"

ACT

8'-0"

ACT

8'-0"

ACT

8'-0"

ACT

8'-0"

ACT

EXP

8'-0"

ACT

8'-0"

ACT

X'-XX" INDICATES HEIGHT OF CEILING ABOVE

FINISHED FLOOR LEVEL

COMMON AREA

AutoCAD SHX Text M

PRE-FINISHED MAPLE MELAMINE

INTERIOR, U.NO.

LAMINATE OR WOOD VENEER ON

3/4" PART. BD. PANELS- SEE ELEVS

PRE-FINISHED 3/4" PLYWD SHELF

TO MATCH CABINET INTERIOR ON

SHELF PINS @ 3" O.C. VERT.

COORD BLK'G IN WALL

ADA COMPLIANT WIRE PULLS, U.N.O.

120° EUROPEAN STYLE HINGES

DATEDESCRIPTION

P R

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Lighthouse Academy

400 W. State Street Hastings, Michigan

05-0208

100 CESAR E. CHAVEZ AVE SW

SUITE 200

G R A N D RAPIDS, MI 49503

www.create3architecture.com

CR3ATE

A R C H I T E C T U R E

S E

A L

CREATE 3,PLLC 2025

A4.1

BID & PERMIT 03/31/25

B Y:

O N

3/ 4/

M Y-

- T

I\ A1

.X .D

W G

Interior Elevations, Finish Plan & Details

A1.1

INTERIOR ELEVATION

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

A1.1

INTERIOR ELEVATION

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

A1.1

INTERIOR ELEVATION

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

A1.1

INTERIOR ELEVATION

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

A1.1

INTERIOR ELEVATION

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

A1.1

INTERIOR ELEVATION

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

A4.1

CABINET SECTION

SCALE: 1"= 1'-0"

COLUMN (NEAR SIDE)

EXIST GLASS &

ALUM STOREFRONT

EXIST TEMPERED

GLASS

MILLWORK NOTES

1. MILLWORK, CABINETRY, COUNTER TOPS, ETC. SHOWN ARE

TO ILLUSTRATE DESIGN INTENT ONLY. SUPPLIER SHALL

BE RESPONSIBLE FOR FINAL DETAILING TO THE

DIMENSIONS PROVIDED.

2. CABINET DIMENSIONS, HARDWARE, ETC. SHALL COMPLY

WITH THE REQUIREMENTS OF ANSI A117.1 (ADA).

3. ALL CABINETS FACES SHALL BE PLASTIC LAMINATE CLAD,

U.N.O. INTERIORS SHALL BE MAPLE MELAMINE, U.N.O.

4. PROVIDE FACE MATCHING LAMINATE AT ALL EXPOSED

LOCATIONS VISIBLE BEHIND DOORS OR BETWEEN GAPS.

5. LAMINATE SHALL BE AS SPECIFIED OR AS SELECTED BY

ARCHITECT.

6. PROVIDE FINISHED PANELS AT ALL EXPOSED CABINET

ENDS AND OPENINGS FOR EQUIPMENT AND APPLIANCES.

7. COORDINATE OPENINGS AND SPACES FOR APPLIANCES

WITH PRODUCT SPECIFICATIONS.

8. ALLOW FOR A A CONTINUOUS RUN OF UNDER CABINET

LIGHTING AT ALL WALL CABINETS.

9. COUNTER TOPS SHALL BE MANUFACTURED STONE OR

QUARTZ, 3 cm. COLOR AS SPECIFIED OR SELECTED BY

ARCHITECT, U.N.O. PROVIDE PENCIL EDGE PROFILE, 1/8"

RADIUS.

10. PROVIDE 3/4" SUB TOPS. USE WATER RESISTANT

MATERIALS AT ALL WET LOCATIONS.

11. PROVIDE BACK AND SIDE SPLASHES, 4" HIGH, TO MATCH

COUNTER TOP, U.N.O.

12. COORDINATE LOCATION OF WALL BLOCKING FOR

CABINETS, COUNTER TOPS, ETC. W/ OTHER TRADES.

13. PROVIDE COUNTER TOP SUPPORT BRACES AT OPEN WORK

SURFACES NOT TO EXCEED 42" O.C.

14. COORDINATE LOCATION OF COUNTER TOP GROMMETS IN

WORK SURFACE TOPS WITH OWNER. PROVIDE 2"

DIAMETER, BLACK.

15. PAINT OR SEAL ALL VISIBLE / EXPOSED WOOD, PLYWOOD,

BLOCKING, CLEATS, SUPPORTS, BRACES, ETC.

16. SEAL COUNTER TOP TO BACK AND SIDE SPLASHS AT ALL

WET AREAS WITH CLEAR SILICONE SEALANT.

17. CABINET DOORS AND DRAWERS SHALL BE FURNISHED

WITH WIRE PULLS, ADA COMPLIANT, SATIN CHROME

FINISH, U.N.O.

18. HINGES SHALL BE 120 DEGREE OPEN, EUROPEAN STYLE,

U.N.O. DOORS OVER 32" HIGH SHALL HAVE THREE HINGES

PER SIDE.

19. CABINET DRAWERS SHALL BE FURNISHED WITH

FULL-DEPTH, SIDE MOUNT, SOFT-CLOSE, BALL BEARING

DRAWER SLIDES.

ENTRY HALL

CORRIDOR

CLASSROOM

WORK ROOM

ROOM

ELECT

VCT

CPT

VCT

FIN

AC ACOUSTIC CEILING

CPT CARPET, MODULAR

CT CERAMIC TILE

EPT EPOXY PAINT

EXP EXPOSED STRUCT.

FRP FIBER REINF. PANEL

GYP GYPSUM BOARD

LVP LUXURY VINYL PLANK

LVT LUCURY VINYL TILE

PL PLASTIC LAMINATE

PT PAINT

QT QUARRY TILE

SC SEALED CONCRETE

SS SOLID SURFACE OR

MFG. QUARTZ

SSV SEAMLESS SHEET VINYL

STC STAINED CONCRETE

STS STAINLESS STEEL

VB VINYL BASE

VCT VINYL COMP. TILE

WC WALL COVERING

WD WOOD

MATERIAL ABBREVIATIONS

N.I.C.

(BY LANDLORD)

NORTH

Scale:

FINISH PLAN

1/8" = 1'-0"

PNT

INTERIOR FINISH MATERIALS

MARK

CLEAR, EPOXY SEALER WITH NON-SLIP FINISH. ENSURE COMPATIBILITY WITH NEW

CONCRETE AT SAWCUT AND PATCHED AREAS OF FLOOR.

VINYL BASE: 4" HIGH WITH COVE. COLOR AS SELECTED BY OWNER.

LATEX PAINT: GENERAL WALLS, COLOR AND SHEEN AS SELECTED BY OWNER.

PLASTIC LAMINATE (CABINETS): AS SELECTED BY OWNER.

STAINLESS STEEL COUNTER TOP, 18 GA, BRUSHED FINISH.

ACOUSTICAL CEILING TILE: 2'x2' TILE, ARMSTRONG "ULTIMA" #1993 W/ BEVELED TEGULAR

EDGE IN 15/16" PRELUDE SUSPENDED METAL GRID SYSTEM, WHITE. OR EQUAL.

EXPOSED CONSTRUCTION. PAINT CEILING WHITE, U.N.O.

CARPET: MODULAR CARPET TILES, 12" x 48", SOLUTION DYED, MIN 25 OZ/YD. QUICK SHIP.

COLOR & PATTERN AS SELECTED BY OWNER. INSTALL PER MFGR RECOMMENATIONS.

CPT

ACT

EXP

PNT

STS

WALK-OFF CARPET: 24" x 24" MODULAR, COLOR: BLACK OR CHARCOAL. INSTALL PER MFGR

RECOMMENDATIONS.CPT2

DESCRIPTION

VINYL COMPOSITION TILE: 12"x12" SQUARE, 0.125" THICK. PROVIDE OPTION FOR UP TO 3

COLORS (NEUTRAL + 2 ACCENT), AS SELECTED BY OWNER. INSTALL PER MFGR RECOMM.VCT

FINISH NOTES

1. ALL FINISHES SHALL COMPLY WITH THE FLAME SPREAD

AND SMOKE DEVELOPED CLASSIFICATIONS LISTED IN THE

BUILDING CODE DATA.

2. WORKMANSHIP SHALL BE IN CONFORMANCE WITH

CURRENT TRADE ASSOCIATION STANDARDS FOR EACH

PRODUCT OR SYSTEM INSTALLED.

3. CONTRACTOR(S) SHALL BE RESPONSIBLE FOR EXAMINING

AND CONFIRMING ALL SUBSTRATE CONDITIONS WHERE

NEW MATERIALS ARE APPLIED. SUBSTRATE SHALL BE

SMOOTH, FREE OF DEFECTS AND SHALL CONFORM TO

THE REQUIREMENTS OF THE FINISHED MATERIAL

MANUFACTURERS WRITTEN RECOMMENDATIONS.

4. FINISH SUBSTITUTIONS SHALL ONLY BE APPROVED PRIOR

TO THE AWARD OF CONTRACT BY ARCHITECT. PROVIDE

PRODUCTS AS SPECIFIED UNLESS DESIGNATED "OR

EQUAL".

5. REFER TO REFLECTED CEILING PLAN(S) FOR CEILING

DETAILS, ACCENTS, ETC.

6. ALL FLOORING TRANSITIONS SHALL OCCUR BENEATH THE

CENTER OF THE DOOR U.N.O.

7. ALL PAINTS AND ADHESIVES SHALL BE LOW VOC / ODOR.

8. COUNTERTOP SUPPORT BRACKETS SHALL BE FINISHED TO

MATCH THE COUNTER TOP. VENEER OR LAMINATE

SUPPORT PANELS SHALL MATCH THE ADJACENT CABINET

FINISH, U.N.O.

9. PROVIDE SCALED MILLWORK DRAWINGS OF ALL

SHOP-BUILT CABINETS, COUNTER TOPS, ETC.

10. PROVIDE PHYSICAL FINISH SAMPLES FOR APPROVAL OF

ALL FINISH MATERIALS SPECIFIED. PAINT AND STAIN

FINISHES SHALL BE PROVIDED IN THE SPECIFIED SHEEN.

TRANSPARENT FINISHES SHALL BE ON THE WOOD

SPECIES INDICATED.

11. FIELD FINISH VENTS, GRILLES, ACCESS PANELS,

RACEWAYS, ELECTRICAL PANEL BOARDS (IN FINISHED

SPACES) TO MATCH SURFACE ON WHICH THEY OCCUR

UNLESS NOTED OTHERWISE.

EXCEPTION: ITEMS WITH FACTORY WHITE FINISH,

OCCURRING ON WHITE ACT OR WHITE GYPSUM BOARD

CEILING SHALL NOT BE PAINTED. STAINLESS STEEL

ITEMS SHALL NOT BE PAINTED

12. REPAIR / REPLACE EXISTING SUSPENDED CEILING GRID &

TILE AFFECTED BY NEW WORK.

13. REPAINT EXISTING WALLS, FULL LENGTH, WHERE

AFFECTED BY NEW WORK. SPOT PAINTING TO MATCH IS

NOT ACCEPTABLE.

14. PROVIDE NEW WALL BASE AT EXISTING WALL AFFECTED

BY NEW WORK. NEW AND EXISTING SHALL NOT BE MIXED

ON THE SAME WALL.

CPT2

2' -1

SS TABLE BY

OWNER

WASH / PREP SINK

HANDWASH SINK

EXIST WINDOW

PNT

NOTE:

THE OWNER SHALL

FURNISH ALL WINDOW

OBSCURING COVERINGS

OR DEVICES AS REQ'D.

4' -4

-6

2'-6"

FILLER AS REQ'D

A4.1

N.I.C.

(BY LANDLORD)

VCT

DATEDESCRIPTION

P R

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Lighthouse Academy

400 W. State Street Hastings, Michigan

05-0208

100 CESAR E. CHAVEZ AVE SW

SUITE 200

G R A N D RAPIDS, MI 49503

www.create3architecture.com

CR3ATE

A R C H I T E C T U R E

S E

A L

CREATE 3,PLLC 2025

NORTH

Scale:

MECHANICAL HVAC LAYOUT

1/4" = 1'-0"

M1.1

BID & PERMIT 03/31/25

B Y:

O N

3/ 4/

M Y-

- T

I\ M

Mechanical HVAC & Plumbing Plans and Schedules

NORTH

Scale:

PARTIAL PLUMBING PLAN

1/4" = 1'-0"

NOTES:

1. PROVIDE MIXING VALVE AT EACH LAVATORY CONFORMING TO ASSE 1070.

2. COVER EXPOSED PIPES AT ALL LAVATORIES AND WALL SINKS.

3. PROVIDE STOPS AT ALL FIXTURES.

4. ALL DVW PIPING TO BE PVC

5. WATER SUPPLY PIPING TO BE TYPE A PEX W/ COPPER STUB OUTS.

MODEL / DESCRIPTION

PLUMBING FIXTURE SCHEDULE

EXIST BY LANDLORDWATER CLOSET

FIXTUREMK

EXIST BY LANDLORDWALL LAVATORY

WALL MOUNT 17" x 15" STAINLESS WITH BACKSPLASH

AND LEVER FAUCETHAND SINK

FREE STANDING, 41" x 22-1/2", 2 COMP. STAINLESS

WITH BACKSPLASH AND LEVER FAUCETWASH SINK

SAN VENT COLD HOT REMARKS

S1 2" 2" 1/2" 1/2"

2" 2" 1/2" 1/2"

EXIST BY LANDLORDWATER HEATERWH

SINGLE UNIT (LOW) WITH BOTTLE FILLERELECT WATER COOLEREWC

WC WC

WL WL

4" S

AN3/

H W

3/ 4"

C W

1-1/2" 2" 1/2"

EWCS1

CONN TO

EXST

24"x24" SUPPLY AIR DIFFUSER WITH DAMPER-

CONNECT TO EXIST DUCT / RADIATION

DAMPER IN CEILING ABOVE- TYP

24"x24" RETURN AIR GRILLE WITH DAMPER-

CONNECT TO EXIST DUCT / RADIATION

DAMPER IN CEILING ABOVE- PLENUM RETURN

IS NOT ALLOWED- TYP

BASIS OF DESIGN: ELKAY LZS8WSLK

BASIS OF DESIGN: REGENCY #60021717G

BASIS OF DESIGN: REGENCY #600HS17

ENTRY HALL

CORRIDOR

CLASSROOM

WORK ROOM

ROOM

ELECT

NOTES:

1. ALL WORK SHALL BE IN CONFORMANCE WITH THE 2021 MICHIGAN MECHANICAL CODE.

2. CONTRACTOR TO VERIFY CAPACITY OF EXISTING EQUIPMENT AND SUPPLEMENT AS MAY BE REQUIRED.

3. FURNISH TEST AND BALANCE REPORT PRIOR TO OCCUPANCY.

4. COORDINATE WITH THE WORK OF OTHER TRADES AS REQUIRED.

VENTILATION SCHEDULE

CORRIDOR

NAMEROOM

CLASSROOM

REMARKS

458 35 10

392 35 10

WORK ROOM

OCC/

1000 SF

AREA

CFM /

PERSON

CFM /

CLASSROOM

MMC TABLE 403.3.1.1

0.12

0.06

4 5 0.06

35 10 0.12

OCC

CONFIRM IT EQPT

COOLING

REQUIREMENTS W/

OWNER & FURNISH

AS NEEDED

FUTURE

PANEL

100A

FUTURE

PANEL

100A

EXIST FURNACES IN

ATTIC W/ FUSED DISC.

HOUSE

PANEL

100A

120/240

(EXIST)

PANEL

LP-1C

100A

120/240

(EXIST)

PANEL

LP-1B

100A

120/240

(EXIST)

PANEL

LP-1A

100A

120/240

(EXIST)

CAB

(EXIST)

DATEDESCRIPTION

P R

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Lighthouse Academy

400 W. State Street Hastings, Michigan

05-0208

100 CESAR E. CHAVEZ AVE SW

SUITE 200

G R A N D RAPIDS, MI 49503

www.create3architecture.com

CR3ATE

A R C H I T E C T U R E

S E

A L

CREATE 3,PLLC 2025

NORTH

Scale:

LIGHTING PLAN

1/4" = 1'-0"

E1.1

BID & PERMIT 03/31/25

B Y:

O N

3/ 4/

M Y-

- T

I\ M

Electrical Power & Lighting Plans

ENTRY HALL

TOILET ROOM

EXIST

TOILET ROOM

EXIST

CORRIDOR

CLASSROOM

WORK ROOM

ROOM

ELECT

ELEVATOR

EXIST

NORTH

Scale:

POWER PLAN

1/4" = 1'-0"

EXIST

EXIT

EXIST

EXIT

EXIST

EXIT

EXIST

EM EM

EMEM

REF

20A

EXST

EXST EXST EXST

EXST

DUPLEX RECEPTACLE, 120V

ELECTRICAL SYMBOLS

ELECTRICAL POWER / LIGHTING PANEL

JUNCTION BOX- CONFIRM REQUIREMENTS- PROVIDE

APPROPRIATE COVER PLATE

DUPLEX RECEPTACLE, GFCI 120V

ROUGH-IN FOR CARD READER (BY OTHERS). CONFIRM

LOCATIONS & STUB CONDUIT TO ACCESSIBLE CEILING.

ROUGH-IN FOR DOOR BELL (BY OTHERS). CONFIRM

LOCATIONS & STUB CONDUIT TO ACCESSIBLE CEILING.

JUNCTION BOX FOR CAMERA (BY OTHERS)- CONFIRM

LOCATIONS (WALL OR CEILING MOUNT) & STUB 3/4"

CONDUIT TO ELECT ROOM 115.

MICRO

20A

LIGHT FIXTURE LEGEND

LED TROFFER, 2x4

SURFACE MOUNTED FIXTURE

WALL SCONCE

WALL / CEILING MTD EXIT SIGN (LED)

WALL / CEILING MTD EMERGENCY LIGHT (LED)

LIGHTING

1. THE FIXTURES REPRESENTED ABOVE ARE FOR DESIGN

INTENT ONLY. ELECTRICAL CONTRACTOR SHALL VERIFY

LIGHTING PLANS FOR FINAL FIXTURE SPECS, LOCATIONS,

CONTROLS AND OTHER REQUIREMENTS.

2. ALL LIGHT FIXTURES SHALL HAVE LOCAL AND DAYLIGHT

CONTROLS / OCC SENSORS AS REQUIRED BY THE ENERGY

CODE.

3. LIGHTING LAYOUT AND ILLUMINATION LEVELS (TO MEET

IES STANDARDS) SHALL BE CONFIRMED BY ELECTRICAL

CONTRACTOR PROVIDED PHOTOMETRIC LAYOUT BASED ON

ACTUAL FIXTURES PROVIDED.

LED STRIP, SURFACE MOUNT

+60" AFF

PATCH & REPAIR WALL AS

REQD TO INSTALL NEW

DEVICE AND CONDUIT

POWER

1. CONFIRM FINAL LOCATION, MOUNTING HEIGHTS AND

OTHER REQUIREMENTS FOR DEVICES INDICATED FOR TV'S.

2. DEVICES MARKED EXIST ARE INSTALLED AS PART OF THE

LANDLORD'S WHITE BOX SCOPE OF WORK AND WILL BE

CONNECTED TO THE (EXISTING) TENANT PANEL.

3. PROVIDE PROTECTION FOR BOXES AND DEVICES

INSTALLED IN RATED PARTITIONS.

4. ALL PENETRATIONS IN RATED WALLS SHALL BE FIRE

CAULKED.

5. THE LOCATION OF FIRE ALARM DEVICES SHALL BE AS

DETERMINED BY THE FIRE ALARM CONTRACTOR IN

ACCORDANCE WITH ALL APPLICABLE CODES. OTHER

DEVICES, FIXTURES AND EQUIPMENT SHALL BE PROVIDED

AS NECESSARY FOR A COMPLETE AND FUNCTIONAL

SYSTEM.

ENTRY HALL

CORRIDOR

CLASSROOM

WORK ROOM

ROOM

ELECT

ELECTRICAL ONE-LINE DIAGRAM

EXISTING

-1

EXIST CT CABINET & METERS

-H

COORD FINAL CAMERA

LOCATION(S) WITH

OWNER & LANDLORD

ELECTRICAL NOTES

FIRE ALARM HORN / STROBE

FIRE ALARM PULL STATION

AutoCAD SHX Text

AutoCAD SHX Text M

AutoCAD SHX Text J

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text J

AutoCAD SHX Text

AutoCAD SHX Text C

1.0

2.0

1.6

1.2

1.9

1.1

0.9

0.6

2.5

1.4

1.1

1.3

1.5

1.8

1.3

1.4

2.1

2.9

4.3

3.5

2.1

1.6

2.1

3.6

4.4

3.6

2.6

1.6

2.2

1.8

2.5

4.2

4.8

3.6

2.5

1.2

1.4

1.5

1.9

2.3

2.9

2.5

2.0

1.4

1.6

2.0

1.8

2.4

2.5

1.5

2.6

2.9

1.3

1.9

2.4

1.2

1.5

1.8

1.1

1.3

1.4

1.2

1.4

1.5

1.8

2.4

3.4

3.1

1.3

1.7

2.1

1.9

2.0

2.2

2.1

1.7

4.5

3.0

4.1

3.3

2.3

2.7

3.7

4.5

3.6

4.9

5.9

4.5

3.7

5.2

3.9

2.5

2.7

4.1

5.2

4.4

1.0

6.4

0.8

1.0

1.2

1.1

0.9

0.7

0.5

1.3

1.9

2.2

1.7

1.5

1.2

0.9

0.7

2.0

3.6

2.3

1.9

1.8

1.3

0.8

2.8

4.1

2.3

2.2

2.6

1.9

1.1

2.6

3.2

3.0

1.9

2.1

2.8

2.4

1.5

1.9

2.2

1.9

1.4

1.8

2.3

2.1

1.6

1.3

1.4

1.2

1.0

1.3

1.7

1.4

0.9

0.8

0.9

1.2

1.3

1.2

0.7

0.6

0.7

0.9

1.0

0.5

0.6

0.7

0.8

0.4

0.5

0.6

0.4

0.5

0.3

4.3

0.4

0.5

0.6

0.7

0.9

1.0

1.1

1.0

0.8

0.7

0.6

0.5

0.4

0.6

0.7

1.0

1.3

1.7

1.8

1.5

1.2

1.0

0.8

0.6

0.5

0.4

0.8

1.0

1.5

2.1

2.7

2.4

1.8

1.4

1.1

0.8

0.7

0.5

0.4

1.0

1.3

1.9

2.4

2.7

2.4

1.8

1.4

1.0

0.8

0.6

0.5

0.4

1.0

1.4

1.8

2.1

2.0

1.8

1.4

1.1

0.8

0.7

0.5

0.4

1.0

1.4

2.0

2.4

2.5

2.0

1.5

1.1

0.8

0.6

0.5

0.4

0.8

1.2

1.8

2.6

2.3

1.7

1.3

0.9

0.7

0.5

0.4

1.8

2.3

2.0

1.6

1.3

1.0

0.7

0.6

0.5

0.4

1.4

1.6

1.4

1.2

0.9

0.7

0.6

0.5

0.4

0.3

2.8

0.8

1.0

1.2

1.5

1.8

2.1

2.3

2.2

1.9

1.6

1.3

1.1

0.9

1.0

1.2

1.6

2.0

2.7

3.1

3.2

3.3

3.0

2.3

1.7

1.3

1.1

1.2

1.5

2.0

2.8

3.7

3.6

3.7

3.8

3.1

2.3

1.6

1.3

1.4

1.8

2.3

2.8

3.3

3.4

3.2

3.3

3.2

2.8

2.3

1.8

1.5

2.0

2.5

2.6

2.4

2.2

2.1

2.0

1.9

1.7

1.5

2.6

3.8

2.7

1.9

1.6

1.5

1.8

2.2

2.6

2.2

1.4

2.4

4.4

3.3

2.2

1.6

1.3

1.4

1.9

3.1

4.2

3.1

1.1

1.7

2.9

3.5

2.8

2.1

1.6

1.3

1.5

2.1

0.9

1.2

1.6

2.1

2.2

1.8

1.4

1.3

1.5

0.6

4.6

0.8

1.0

1.3

1.6

1.7

1.8

1.6

1.0

1.5

2.2

2.6

2.3

2.7

3.0

1.3

2.3

4.0

4.3

3.0

3.2

4.9

1.5

3.2

2.7

2.9

4.8

2.0

3.0

1.4

1.3

1.7

1.0

0.9

1.0

0.7

0.5

0.4

5.3

3.6

3.7

4.3

4.0

3.5 4.4

4.9

4.0

2.9

2.3

6.7

4.4

3.5

9.5

7.2

5.6

5.7

6.6

5.3

5.6

5.9

5.1

4.3

4.5

5.8

5.7

3.8

3.4

4.1

3.3

2.5

2.6

2.5

2.2

2.4

2.1

3.1

2.4

3.7

4.7

2.8

2.7

4.5

5.0

2.8

0.610.5

5.3

4.8

2.7

1.9

2.1

3.0

4.4

4.6

4.1

2.8

2.0

1.9

2.5

4.3

2.1

2.3

2.0

1.8

2.3

3.1

3.6

1.7

5.5

1.2

0.7

0.3

0.8

0.3

0.9

0.5

0.2

1.7

EM1 @ 7.5'

EM2 @ 7.5'

EM1 @ 7.5'

Statistics

Description Symbol Avg Max Min Max/Min Avg/Min

CLASSROOM 112 1.2 fc 2.8 fc 0.3 fc 9.3:1 4.0:1 CLASSROOM 113 1.3 fc 4.3 fc 0.3 fc 14.3:1 4.3:1 COMMON AREA 110B 4.3 fc 10.5 fc 0.6 fc 17.5:1 7.2:1 CORRIDOR 110 2.6 fc 6.4 fc 1.0 fc 6.4:1 2.6:1 CORRIDOR EXTERIOR 1.4 fc 2.5 fc 0.6 fc 4.2:1 2.3:1 ELECT ROOM 115 3.9 fc 4.4 fc 3.5 fc 1.3:1 1.1:1 ENTRY EXTERIOR 0.7 fc 1.7 fc 0.2 fc 8.5:1 3.5:1 ENTRY HALL 101 3.0 fc 5.5 fc 1.7 fc 3.2:1 1.8:1 WORK ROOM 114 2.1 fc 5.3 fc 0.4 fc 13.3:1 5.3:1 CLASSROOM 111 2.2 fc 4.6 fc 0.6 fc 7.7:1 3.7:1

Schedule

Symbol Label Image QTY Manufacturer Catalog Description Number Lamps

Lamp Output LLF Input

Power Polar Plot

EM1

12 Lithonia Lighting ELM4L ELM4L SP640L 1 345 1 2.5

EM2

2 Lithonia Lighting ELA Q L0304 ELM2 LED REMOTE LAMP HEAD 1 80 1 0

DATEDESCRIPTION

P R

O J E

C T

S H

E E

T N

U M

B E

R P

R O

C O

N S

U L

T A

N T

I N

F O

Lighthouse Academy

400 W. State Street Hastings, Michigan

05-0208

100 CESAR E. CHAVEZ AVE SW

SUITE 200

G R A N D RAPIDS, MI 49503

www.create3architecture.com

CR3ATE

A R C H I T E C T U R E

S E

A L

CREATE 3,PLLC 2025

PERMITS 03-28-25

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

FLOOR PLAN

EMERGENCY

PHOTOMETRICS

H as tin gs

L ig ht ho us e

Ac ad em y

- E le ct ric al \W or ki ng D ra w in gs

E 1.

dw g, /2

, c ll

03.28.25

E1.2

File details come from the government source that posted it. Updated Apr 11, 2025.