24168 Mill Creek VC - Drawings.pdf

PDF 19 MB Posted Jan 9, 2025

Attached to: 751/24168. ABG; Historic Mill Creek Visitor Center
Solicitation number: RFQ 171 250000000109 2
Issued by: Emmet County, Mcbride Village, Michigan

About this file

Written by GovTribe AI · Mar 13, 2026

This file is a complete set of 100% construction documents for the Historic Mill Creek Visitor Center renovation project located at 9001 W. US-23 in Mackinaw City, Michigan, issued by the State of Michigan Department of Technology, Management and Budget (DTMB) in collaboration with Mackinac State Historic Parks. The project involves comprehensive renovation and rehabilitation of an existing visitor center facility and associated restroom building, encompassing architectural, structural, civil, mechanical, plumbing, and electrical systems. The construction documents include detailed floor plans, elevations, sections, demolition plans, finish schedules, and specifications across two primary areas: the main visitor center (Area A) covering approximately 3,800 square feet with exhibit space, auditorium, storage, and support functions, and a separate restroom facility (Area B). The project is designed to comply with the 2015 Michigan Rehabilitation Code and includes provisions for accessibility under ICC A117.1 and ADA requirements. No specific contract award date, bidding deadline, or project start date is explicitly stated in this drawing set.

The construction documents establish the scope for licensed contractors in multiple trades including general construction, structural, architectural, mechanical, plumbing, and electrical work. The project incorporates structural insulated panels (SIP) for roof assembly with standing seam metal roofing, extensive interior finishes including ceramic tile, wood plank walls, and polished concrete overlays, new mechanical systems including rooftop unit (RTU-1) with 4,000 CFM capacity and energy recovery ventilator (ERV-1), plumbing fixtures with sensor-operated faucets and flush valves, and electrical distribution with 400-amp service panels. The documents reference multiple permits required including building, plumbing, electrical, and mechanical permits to be obtained by contractors. Funding sources and construction budget are not specified in the drawing set, nor are specific bid dates, contractor qualifications, or contract terms delineated within these technical documents.

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File	Type	Posted
24168 Mill Creek VC - Advertisement.pdf	PDF	Jan 9, 2025
751.24168.ABG_HistoricMillCreek_Addendum1_Issued_250109.pdf	PDF	Jan 9, 2025
24168 Mill Creek VC - ProjectManual.pdf	PDF	Jan 9, 2025

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PROJECT LOCATION MAP

PROJECT LOCATION

HISTORIC MILL CREEK VISITOR CENTER

ISSUED: 2024/12/06

100% CONSTRUCTION DOCS

OHM PROJECT NO. 7136-24-0050

DTMB File No. 751/24168.ABG

9001 W, US-23, Mackinaw City, MI 49701

MACKINAC STATE HISTORIC PARKS

DRAWING INDEX

N U

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SHEET NAME 0

/1 /0

O N

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GENERAL

G-000 COVER & DRAWING INDEX •

G-101 CODE COMPLIANCE PLANS •

CIVIL

C-110 NOTES & LEGEND •

C-120 REMOVAL PLAN •

C-130 SITE PLAN •

C-140 GRADING PLAN •

C-501 CIVIL DETAILS •

C-502 DETAILS •

STRUCTURAL

S-001 GENERAL NOTES, PLANS & BUILDING LOADS •

ARCHITECTURAL

A-001 ARCHITECTURAL NOTES & SYMBOLS •

A-002 WALL TYPES •

AD101 FIRST FLOOR DEMOLITION PLAN •

AD102 FIRST FLOOR DEMOLITION PLAN - RESTROOM •

A-101 FIRST FLOOR PLAN •

A-102 FIRST FLOOR PLAN - RESTROOM •

A-111 ROOF PLAN •

A-112 ROOF PLAN - RESTROOM •

A-201 EXTERIOR ELEVATIONS, DETAILS •

A-202 EXTERIOR ELEVATIONS, SECTIONS - RESTROOM •

A-300 BUILDING ASSEMBLIES •

A-301 SECTION DETAILS •

A-302 SECTION DETAILS •

A-451 INTERIOR ELEVATIONS •

A-452 INTERIOR ELEVATIONS •

A-453 INTERIOR ELEVATIONS •

A-501 CASEWORK DETAILS •

A-601 DOOR SCHEDULE & TYPICAL DETAILS •

A-701 FIRST FLOOR REFLECTED CEILING PLAN •

A-801 FIRST FLOOR FINISH PLAN •

A-802 FIRST FLOOR FINISH PLAN - RESTROOM

PLUMBING

P-001 PLUMBING NOTES AND SYMBOLS •

PD101 PLUMBING DEMOLITION PLAN •

PP101 DRAIN, WASTE & VENT PLAN •

PL101 DOMESTIC WATER & GAS PLAN •

P-901 PLUMBING ISOMETRICS •

MECHANICAL

M-001 MECHANICAL NOTES AND SYMBOLS •

MD101 MECHANICAL DEMOLITION PLAN •

M-101 VISITOR CENTER MECHANICAL PLAN •

M-102 RESTROOM MECHANICAL PLAN •

M-501 MECHANICAL DETAILS •

M-601 MECHANICAL SCHEDULES •

ELECTRICAL

E-001 ELECTRICAL NOTES AND SYMBOLS •

ED101 VISITOR CENTER ELECTRICAL DEMOLITION PLAN AREA A •

ED102 RESTROOM ELECTRICAL DEMOLITION PLAN AREA B •

ED501 ELECTRICAL DEMOLITION SCHEDULES AND DETAILS •

E-101 VISITOR CENTER POWER AND LOW VOLTAGE PLAN AREA A •

E-102 VISITOR CENTER LIGHTING PLAN AREA A •

E-103 RESTROOM ELECTRICAL PLANS AREA B •

E-501 ELECTRICAL DETAILS •

E-601 ELECTRICAL SCHEDULES •

PERMIT SUBMISSIONS

APPLICATION

DATE PERMITS

APPROVAL

DATE

1 - TBD DTMB SESC TBD

2 - TBD Building Permit Plan Review TBD

BY CONTRACTOR Plumbing Permit TBD

BY CONTRACTOR Electrical Permit TBD

BY CONTRACTOR Building Permit TBD

BY CONTRACTOR Mechanical Permit TBD

MACKINAC STATE HISTORIC PARKS

STEVE BRISSON

906.847.3328 brissons@michigan.gov

OWNER STRUCTURAL ENGINEER ARCHITECT MECHANICAL ENGINEER

I Certify That The Structural Plans Were Prepared Under My Direct Supervision

I Certify That The Architectural Plans Were Prepared Under My Direct Supervision

I Certify That The Mechanical Plans Were Prepared Under My Direct Supervision

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STATE OF MICHIGAN

DESIGN AND CONSTRUCTION DIVISION

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE FACILITIES ADMINISTRATION

MACKINAC

STATE HISTORIC PARKS

ADAM P. LACH, RA, DIRECTOR

ELECTRICAL ENGINEER

I Certify That The Electrical Plans Were Prepared Under My Direct Supervision

OHM ADVISORS

TRACIE WILLIAMS, DIRECTOR OF MEP ENGINEERING

424 HANCOCK ST.

HANCOCK, MI 49930

906.482.0535

A/E

CIVIL ENGINEER

I Certify That The Civil Plans Were Prepared Under My Direct Supervision

FE FE

F E

(X'-X")

Path Label

XXX CALCULATED

XXX CAPACITY

MULTI-PURPOSE CHEMICAL

(CLASS ABC)

PORTABLE FIRE EXTINGUISHERS

FIRE

EXTINGUISHERS

BUILDING PERIMETER

ROOM NAME

ROOM NUMBER

ROOM AREA

NUMBER OF OCCUPANTS

CALCULATED OCCUPANT LOAD AT EGRESS COMPONENT

CAPACITY OF EGRESS COMPONENT

TRAVEL DISTANCE TO NEAREST EXIT

PATH OF EGRESS TRAVEL

TRAVEL DISTANCE TO EXITS = 300 FT MAX

COMMON PATH OF TRAVEL = 75' MAX

DEAD ENDS = 20' MAX

MAXIMUM DIAGONAL DISTANCE & REQUIRED EXIT SEPARATION

EXIT SEPARATION DISTANCE

0-HOUR SMOKE PARTITION

1-HOUR SMOKE BARRIER

1-HOUR FIRE RATING

2-HOUR FIRE RATING

3-HOUR FIRE RATING

4-HOUR FIRE RATING

EXIT SEPARATION:

10' - 0"

MAX DIAGONAL DISTANCE:

13' - 0"

EXIT SEPARATION REQUIRED:

6' - 6"

CODE PLAN LEGEND

ROOM NAME

150 SF

1,254 Occ

(EXIST)

EXISTING FIRE

EXTINGUISHERS

OCCUPANCY

ASSEMBLY A-1

ASSEMBLY A-3

MERCANTILE M

976 SF

EXHIBIT SPACE

1,277 SF

GIFT SHOP

857 SF

AUDITORIUM

119 SF

STORAGE

64'-0"

84'-0"

54 OCC

100 OCC

27 OCC

(EXIST)

REMOVE AND

RELOCATE EXISTING

FIRE EXTINGUISHERS -

TYP

OCCUPANCY

ASSEMBLY A-3

STORAGE S-1

923 SF

OPEN SEATING

156 SF

MECHANICAL

94 SF

FAMILY

231 SF

TOILETS

132 SF

BREAK ROOM

STORAGE

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FIRST FLOOR CODE PLAN

3/32" = 1'-0"2

FIRST FLOOR CODE PLAN - RESTROOMS

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STAIRWAY DETAIL1

BOARDWALK DETAIL3

CONNECTION FROM BOARDWALK TO CONCRETE DETAIL2

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EXPANSION JOINT AGAINST BUILDING DETAIL2 EXPANSION JOINT AGAINST PAVEMENT DETAIL1

TYPICAL ADA GRAVEL SECTION 5

SEWER TRENCH DETAIL3

CLEAN OUT DETAIL4

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AREA A

AREA B

1. THE GENERAL STRUCTURAL NOTES ARE INTENDED TO AUGMENT THE DRAWINGS AND

SPECIFICATIONS. SHOULD CONFLICTS OCCUR BETWEEN DOCUMENTS, THE STRICTEST PROVISION

SHALL GOVERN.

2. THE CONTRACTOR SHALL LIMIT THE AMOUNT OF LOAD IMPOSED UPON THE STRUCTURAL FRAMING

SYSTEM DURING CONSTRUCTION. LOADS, INCLUDING CONSTRUCTION LOADS, MUST NOT EXCEED

THE DESIGN CAPACITY OF THE FRAMING AT THE TIME THE LOADS ARE IMPOSED. THE CONTRACTOR SHALL INFORM THE ENGINEER OF POTENTIAL CONSTRUCTION LOADS DEEMED EXCESSIVE BY THE

CONTRACTOR.

3. THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED SELF SUPPORTING, STABLE STRUCTURE UNLESS OTHERWISE INDICATED. THEY DO NOT INDICATE THE

MEANS OR METHOD OF CONSTRUCTION. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO

DETERMINE ERECTION PROCEDURE, CONSTRUCTION SEQUENCE AND PROVIDE ALL MEASURES OR

TEMPORARY BRACING NECESSARY TO ENSURE THE STABILITY AND SAFETY OF THE STRUCTURE

AND ITS COMPONENTS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, BRACING, SHORING FOR CONSTRUCTION EQUIPMENT, SHORING FOR THE BUILDING, SHORING FOR EARTH BANKS, FORMS, SCAFFOLDING, PLANKING, SAFETY NETS, SUPPORT AND BRACING FOR CRANES AND GIN POLES, ETC.

4. ALL MATERIALS AND WORKMANSHIP SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF

THE GOVERNING BUILDING CODE: 2015 MICHIGAN REHABILITATION CODE.

5. ALL SHOP DRAWINGS PREPARED BY SUPPLIERS, SUBCONTRACTORS, ETC. SHALL BE REVIEWED BY

THE ARCHITECT/ENGINEER FOR CONFORMANCE WITH DESIGN INTENT ONLY. SHOP DRAWINGS

SHALL BE SUBMITTED FOR APPROVAL PRIOR TO FABRICATION. ENGINEERS APPROVAL OF SHOP

DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR FIT, QUANTITY AND

CONSTRUCTION QUALITY CONTROL.

6. STRUCTURAL DRAWINGS ARE INTENDED TO BE USED WITH ARCHITECTURAL, ELECTRICAL AND

MECHANICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL RELEVANT

DIMENSIONS AND ELEVATIONS FOR EQUIPMENT INSTALLATIONS AGAINST APPROVED

MANUFACTURERS CERTIFIED EQUIPMENT DRAWINGS AND COORDINATING ANY REQUIREMENTS

WITH SHOP DRAWINGS AND WORK.

7. MECHANICAL FRAMING LOADS, OPENINGS AND SUPPORT STRUCTURE ARE SHOWN FOR BIDDING

PURPOSES ONLY. CONTRACTOR SHALL COORDINATE WITH MECHANICAL AND OTHER TRADES TO

VERIFY EQUIPMENT SIZE AND LOCATIONS. ANY CHANGES IN EQUIPMENT SHALL BE BROUGHT TO

THE ATTENTION OF THE ENGINEER OF RECORD.

8. THE CONTRACTOR SHALL INFORM THE ENGINEER/ARCHITECT OF ANY DEVIATIONS FROM THE

DRAWINGS. DO NOT CUT OR MODIFY STRUCTURAL MEMBERS WITHOUT PRIOR WRITTEN APPROVAL

FROM THE ENGINEER.

9. DRAWINGS ARE INTENDED TO BE PRINTED PER THE SCALE PROVIDED. THE CONTRACTOR SHALL

CONTACT THE ENGINEER IF ADDITIONAL DIMENSIONS ARE REQUIRED.

10. CONTRACTOR SHALL NOT MIX GALVANIZED AND STAINLESS STEEL AT ANY TIME. ANY METAL PARTS

IN CONTACT WITH OTHER METAL PARTS SHALL BE OF A SIMILAR METAL.

11. CONTRACTOR SHALL RECOGNIZE EFFECTS OF THERMAL MOVEMENTS AND MOISTURE CONTENT

CHANGES OF STRUCTURAL ELEMENTS DURING THE CONSTRUCTION PERIOD AND CONSIDER THESE

EFFECTS DURING CONSTRUCTION AND/OR ERECTION SEQUENCES.

12. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING COMPLETE AND FUNCTIONING SYSTEMS, INCLUDING BUT NOT LIMITED TO, PROVIDING (AT NO ADDITIONAL COST) ITEMS NOT SPECIFICALLY

SHOWN IN THESE DRAWINGS WHICH ARE NORMALLY CONSIDERED NECESSARY.

GENERAL NOTES - STRUCTURAL

NOTES

BUILDING CLASSIFICATION II

1. APPLICABLE CODE IS 2015 MICHIGAN BUILDING CODE.

2. APPLICABLE TECHNICAL CODE IS ASCE/ SEI 7-10.

3. WIND LOAD BASED ON ASCE 7-10

A. MWFS: CHAPTER 28, PART 2, METHOD 2

B. C&C: CHAPTER 30, PART 1, METHOD 1

4. LOADS ARE BASED ON SECTION 16 OF MBC 2015 UNLESS OTHERWISE NOTED.

BUILDING LOADS

MISCELLANEOUS DESIGN DATA

1. ASSUMED SOIL BEARING STRENGTH 1000 PSF

LIVE LOADS

1. UNIFORM FLOOR LIVE LOAD - FAN ROOM @ MEZZANINE

2. ROOF LIVE LOAD - SEE SNOW LOAD

3. INTERIOR WALL LATERAL LIVE LOAD

125 PSF

20 PSF

WIND LOADS

LOAD OR VARIABLE

1. ULTIMATE DESIGN WIND SPEED (3-SECOND GUST)

2. RISK CATEGORY

3. WIND EXPOSURE CATEGORY

4. INTERNAL PRESSURE COEFFICIENT (ENCLOSED BUILDING)

5. MAIN WIND FORCE RESISTING SYSTEM (MAX ROOF UPLIFT AT EAVES)

6. MAIN WIND FORCE RESISTING SYSTEM (MAX WALL)

7. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 1)

8. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 2)

9. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 3)

10. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 4)

11. COMPONENTS & CLADDING DESIGN PRESSURE (ZONE 5)

VASD=VULT(0.6)1/2 QASD=QULT(0.6)

115 mph 1.0 D ± 0.18

31 PSF

26 PSF

+31, -33 PSF

+31, -39 PSF

+32, -34 PSF

+32, -40 PSF

DEAD LOADS

1. MATERIAL DEAD LOAD - @ MEZZANINE

2. MECHANICAL DEAD LOAD

10 PSF

SEE PLAN

SNOW LOADS

1. BALANCED SNOW

2. GROUND SNOW LOAD,

3. FLAT-ROOF SNOW LOAD,

4. SNOW EXPOSURE FACTOR,

5. RISK CATEGORY

6. SNOW LOAD IMPORTANCE FACTOR,

7. ROOF THERMAL FACTOR,

8. SLOPED ROOF FACTOR,

9. SLOPED ROOF SNOW LOAD

10. DRIFT AT MECHANICAL SHED

49 PSF

70 PSF

49 PSF

0.9

1.0 1.1

33.6 = 1.0

49 PSF (33.6)

100 PSF

WIND LOADS PROVIDED ARE LRFD

CONTRACTOR SHALL VERIFY SOIL BEARING CAPACITY PRIOR TO CONSTRUCTION

SOILS AND EARTHWORK

1. SOIL INVESTIGATIONS HAVE NOT BEEN PERFORMED FOR THIS PROJECT. PRESUMPTIVE LOAD- BEARING VALUES TO BE 1,000 PSF IN ACCORDANCE WITH MICHIGAN BUILDING CODE TABLE 1806.3, UNLESS NOTED OTHERWISE.

2. CONTRACTOR SHALL VERIFY SOIL BEARING CAPACITY PRIOR TO CONSTRUCTION.

3. INCLUDE IN THE WORK PROVIDING ALL EQUIPMENT, MATERIAL, AND QUALIFIED LABOR NECESSARY FOR EXCAVATION, SHORING, DEWATERING SYSTEMS, BACKFILL, AND COMPACTION OF SOILS, AS

REQUIRED TO CONSTRUCT STRUCTURES TO THE LINE AND GRADE AS SHOWN ON THE PLANS.

4. FOR PROTECTION OF UNDERGROUND UTILITIES, THE CONTRACTOR SHALL TELEPHONE (800)

482-7171 NOT LATER THAN THREE BUSINESS DAYS PRIOR TO EXCAVATING IN THE VICINITY OF UTILITY LINES. ALL "MISS DIG" PARTICIPATING MEMBERS WILL THUS BE ROUTINELY NOTIFIED. THIS DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF NOTIFYING OWNERS WHO MAY

NOT BE PART OF THE "MISS DIG" ALERT SYSTEM.

5. EXCAVATE TO ELEVATIONS AND DIMENSIONS SHOWN ON THE PLANS WITHIN A TOLERANCE OF +/-

0.10 FEET. EXCAVATE BY HAND TO FINAL GRADE FOR FOOTINGS.

6. NOTIFY THE ENGINEER FOR AN INSPECTION WHEN THE EXCAVATION HAS REACHED SUB-GRADE ELEVATION. IF UNSUITABLE BEARING MATERIALS ARE ENCOUNTERED AT SUB-GRADE ELEVATION, EXCAVATE AND REPLACE SUCH MATERIALS AS DIRECTED BY ENGINEER.

7. SATISFACTORY SOIL MATERIALS ARE DEFINED AS GRANULAR MATERIALS CLASSIFIED AS GW, GP, GM, SW, SP, SW-SM, SP-SM OR SM BY THE UNIFIED SOILS CLASSIFICATION SYSTEM, ASTM D2487.

LIMIT AMOUNT OF FINE MATERIAL PASSING NO. 200 SIEVE TO LESS THAN 5% MAXIMUM.

8. UNSATISFACTORY SOIL MATERIALS ARE DEFINED AS SOILS CLASSIFIED AS GC, SW-SC, SP-SC, SC, ML, MH, CL, CH, OL, OH, AND PT BY THE UNIFIED SOIL CLASSIFICATION SYSTEM, OR ANY ORGANIC

MATERIAL. "MARL" IS AN UNSATISFACTORY SOIL MATERIAL.

9. BACKFILL ALL STRUCTURAL WORK WITH SATISFACTORY SOIL MATERIALS AND ENGINEERED FILL AS

SHOWN ON PLANS. DO NOT BACKFILL WITH FROZEN MATERIALS. DO NOT PLACE ROCKS LARGER

THAN 3" DIAMETER IN BACKFILL.

10. COMPACT SOILS BELOW FOOTINGS T0 A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS

DETERMINED BY MODIFIED PROCTOR, ASTM D1557.

11. COMPACT BACKFILL IN LAYERS TO MINIMUM 95% MAXIMUM DENSITY AS DETERMINED BY MODIFIED

PROCTOR, OR MICHIGAN CONE TEST.

WOOD FRAMING NOTES

10d

12d

16d

BOX

DESIGNATIONSIZE MIN SIZE

2" x 0.099" DIA

COMMON

BOX

COMMON

BOX

COMMON

BOX

COMMON

BOX

COMMON

2" x 0.113" DIA

2 1/2" x 0.113" DIA

2 1/2" x 0.131" DIA

3" x 0.128" DIA

3" x 0.148" DIA

3 1/4" x 0.128" DIA

3 1/4" x 0.148" DIA

3 1/2" x 0.135" DIA

3 1/2" x 0.162" DIA

1. ALL FRAMING SHALL BE SPRUCE-PINE-FIR (S.P.F.) NO. 2 UNLESS OTHERWISE NOTED; Fb=875 PSI; E= 1.4X10^6 PSI; Fv=135 PSI; Fcperp =425 PSI. ALL WOOD LABELED "PT" SHALL BE S.P.F. NO.2 OR BETTER

AND BE PRESSURE TREATED FOR GROUND CONTACT. PRESSURE-TREATED (PT) WOOD SHALL BE

PREPARED IN ACCORDANCE WITH ASTM D1760 USING WATERBORNE PRESERVATIVES AND OBTAIN

0.25 PCF PENETRATION FOR ABOVE GRADE AND 0.40 PENETRATION FOR GROUND CONTACT.

2. ALL SOUTHERN PINE HEADERS (S.Y.P) SHALL BE SELECT STRUTCURAL

3. HANGERS/CONNECTORS SHALL BE 18 GA GALVANIZED, SIMPSON STRONG-TIE OR EQUAL. USE

HANGERS FOR THE USE AS RECOMMENDED BY THE MANUFACTURER.

4. SHEATHING/FLOORING SHALL BE APA GRADED AND FASTENED AS FOLLOWS:

A. FLOOR SHEATHING SHALL BE 19/32" APA 40/20 SPAN RATED EXPOSURE 1 PLYWOOD/OSB WITH

2-SPANS MINIMUM CONTINOUS APPLIED IN A STAGGERED PANEL LAYOUT WITH THE STRENGTH

AXIS PERPENDICULAR TO THE SUPPORTING MEMBERS. FASTEN FIELD OF PANELS TO

SUPPORTING MEMBERS WITH 10d COMMON NAILS AT 12" ON-CENTER AND THE EDGES OF PANELS TO SUPPORTING MEMBERS WITH 10d COMMON NAILS AT 6" ON-CENTER.

5. MINIMUM REQUIREMENTS FOR ENGINEERED WOOD PRODUCTS ARE INDICATED AS FOLLOWS.

PROVIDE BRACING AND DETAIL INSTALLATION PER MANUFACTURER'S REQUIREMENTS FOR ALL

PRODUCTS.

A. 2.0E LAMINATED VENEER LUMBER; Fb=2,600 PSF; E=2.0x10^6 PSI; Fv=285 PSI; Fcperp = 750 PSI, AS

MANUFACTURERED BY WEYERHAEUSER, OR APPROVED EQUIVALENT.

6. INSTALL SOLID 2X S4S BLOCKING AT ALL TRUSS AND JOIST BEARINGS. ADJUST BLOCK DEPTH AS

REQUIRED FOR AIR SPACE.

7. SOLID OR BUILT-UP WOOD COLUMNS, GLUE AND NAIL STUDS TOGETHER TO FORM BUILT-UP WOOD

COLUMNS. USE NUMBER OF STUDS FOR EACH COLUMN SUCH THAT THE COLUMN WIDTH EQUALS

OR EXCEEDS THE WIDTH OF THE SUPPORTED MEMBER, BUT IN NO CASE LESS THAN THREE STUDS.

8. WHERE HEADERS ARE NOT SPECIFIED OVER DOORS, WINDOWS OR OTHER OPENINGS WITHIN

BEARING OR EXTERIOR WALLS PROVIDE A MINIMUM (3) 2X12 HEADER. U.N.O. ALL WINDOW

PENETRATIONS SHALL HAVE MINIMUM (2) SILL PLATES.

9. STEEL PLATES OR FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER AND PROTECTED

WITHIN THE BUILDING ENVELOPE (ADEQUATELY SHIELDED FROM DIRECT CONTACT WITH

MOISTURE) SHALL BE STAINLESS STEEL OR GALVANIZED TO G60 PER ASTM A924 REQUIREMENTS.

STEEL PLATES OR FASTENERS IN CONTACT WITH PRESSURE TREATED LUMBER LOCATED OUTSIDE

OF THE BUILDING ENVELOPE OR EXPOSED TO MOISTURE SHALL BE STAINLESS STEEL OR

GALVANIZED TO G90 PER ASTM 924.

10. FASTEN MEMBERS IN ACCORDANCE WITH MICHIGAN BUILDING CODE TABLE 2304.10.1, UNLESS

OTHERWISE NOTED.

11. WHERE NOTED, NAIL SIZES ARE BASED ON THE FOLLOWING MINIMUM SIZES

1. PROVIDE MINIMUM 28-DAY CONCRETE COMPRESSIVE STRENGTH OF 4,000 PSI (f'c = 4,000 PSI).

PROVIDE NORMAL WEIGHT CONCRETE, WITH 6% ± 1.5% ENTRAINED AIR FOR EXTERIOR

APPLICATIONS , MAXIMUM W/C RATIO < 0.45, AND MAXIMUM 4" SLUMP, UNLESS SUPER-

PLASTICIZERS ARE USED. USE OF SUPER-PLASTICIZERS IS SUBJECT TO PRIOR APPROVAL BY THE ENGINEER. DO NOT PROVIDE AIR CONTENT > 3% FOR TROWEL FINISHED SLABS. DO NOT PROVIDE

AIRE CONTENT >3% FOR TROWEL FINISHED SLABS.

2. PROVIDE READY-MIX CONCRETE CONFORMING TO ASTM C-94.

3. CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 117 301, 305R, 306.1, AND 308.1, LATEST

APPLICABLE EDITION.

4. PLACE ANCHOR RODS SET IN CONCRETE TO RECEIVE STRUCTURAL STEEL WITHIN TOLERANCES SPECIFIED IN THE LATEST APPLICABLE AISC "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS

AND BRIDGES" IN LIEU OF TOLERANCES SPECIFIED IN ACI "STANDARD SPECIFICATIONS FOR

TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS".

5. REINFORCING STEEL CONFORMING TO ASTM A-615, GRADE 60 IS REQUIRED. PLACE REINFORCING

STEEL IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE.

6. CONFORM TO ASTM A706/A706M, GRADE 60 FOR REINFORCING STEEL TO BE WELDED. PLACE

REINFORCING STEEL IN CONFORMANCE WITH CRSI MANUAL OF STANDARD PRACTICE. WELD

REINFORCED STEEL IN ACCORDANCE WITH AWS D1.4 PERFORM WELDING BY CERTIFIED WELDERS.

USE E70XX ELECTRODES. DO NOT WELD REINFORCEMENT UNLESS DETAILED AS SUCH. DO NOT

WELD REINFORCEMENT UNLESS DETAILED AS SUCH.

7. POST INSTALLED ANCHORS OR REBAR SHALL BE ANCHORED INTO CONCRETE WITH POWERS

PE1000+ EPOXY INJECTION ADHESIVE, OR AN APPROVED EQUAL. REFER TO MANUFACTURER'S

RECOMMENDATIONS FOR INSTALLATION INSTRUCTIONS. SEE DETAILS FOR MINIMUM EMBEDMENT.

8. REINFORCING STEEL SHALL HAVE A MINIMUM CONCRETE COVER AS LISTED BELOW UNLESS

OTHERWISE NOTED.

A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED EARTH: 3"

B. CONCRETE CAST AGAINST FORMS BUT EXPOSED TO EARTH OR WEATHER

1. NO. 5 OR SMALLER 1 1/2"

2. GREATER THAN NO. 5 2"

C. SLAB ON GRADE: 2" FROM T/SLAB

CONCRETE NOTES

BAR

SIZE ALL OTHER BARS

28"

37"

47"

56"

81"

93"

TOP BARS* ALL OTHER BARS TOP BARS* ALL OTHER BARSTOP BARS*

f'c = 3,000 psi f'c = 4,000 psi f'c = 5,000 psi

24"

33"

40"

49"

70"

81"

22"

29"

36"

44"

63"

72"

REINFORCEMENT LAP SPLICE LENGTH+

19"

25"

31"

38"

54"

62"

22"

29"

36"

43"

63"

72"

17"

23"

28"

34"

49"

56"

* TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF FRESH CONCRETE

BELOW BAR.

+ LAP SPLICE LENGTHS SHOWN ARE CLASS B SPLICE LENGTHS FOR UNCOATED OR

GALVANIZED BARS WITH CLEAR COVER OF db OR MORE AND WITH CLEAR SPACING OF 2db OR MORE. INCREASE LAP LENGTHS BY 50% FOR EPOXY COATED OR DUAL ZINC- EPOXY COATED BARS WITH CLEAR COVER LESS THAN 3db OR WITH CLEAR SPACING LESS THAN 6db. INCREASE LAP LENGTHS BY 20% FOR EPOXY COATED OR DUAL ZINC- EPOXY COATED BARS WITH CLEAR COVER OF 3db OR MORE AND WITH CLEAR SPACING OF 6db OR MORE. SPLICE LENGTHS SHOWN ARE FOR NORMAL WEIGHT CONCRETE AND

REINFORCEMENT WITH A YIELD STRENGTH OF 60,000 PSI (60 KSI).

A-202

A-302 e5e6e7

100'-0"

-0.5" 100'-0" +1"

100'-0"

-1"

100'-0"

+1"

+1.5"

S-001

EXISTING WOOD COLUMN ON

CONCRETE FOOTINGS - TYP

WRAP WITH 1/2" EXP. JT. MATERIAL

PRIOR TO POURING NEW SLAB.

8" CONCRETE TRENCH

FOOTING MIN 42" BELOW

GRADE. REF: 1/A302 FOR

REINFORCING (SIMILAR).

EXISTING CONCRETE

SLAB TO REMAIN

-0.5"

REWORK

EXISTING FD IN

NEW MUD BED

REWORK

EXISTING FD IN

NEW MUD BED

REWORK

EXISTING FD IN

NEW MUD BED

HOLD DOWN

AT DOOR

12" CONCRETE TRENCH

FOOTING MIN 42" BELOW

GRADE. REF: DETAIL 1/A302

12" CONCRETE TRENCH

FOOTING MIN 42" BELOW

GRADE. REF: DETAIL 1/A302

EXISTING FOUNDATION

TO REMAIN. REMOVE TOP

COURSES OF MASONRY

PER SECTION 3/AD-102.

4" CONCRETE FROST SLAB ON 6" COMPACTED FILL

W/ 8" CONCRETE TRENCH FOOTING MIN 42" BELOW

GRADE. REF: 1/A302 FOR REINFORCING (SIM).

4" HOUSEKEEPING

PAD; REF: DET 4/S-101

4" CONCRETE SLAB ON 6 COMPACTED FILL W/

8" CONCRETE TRENCH FOOTING MIN 42" BELOW

GRADE. REF: 1/A302 FOR REINFORCING (SIM).

4" CONCRETE

INFILL ON 6"

COMPACTED FILL.

EPOXY DOWEL TO

EXISTING SLAB;

SIM. TO 8/A-302

EPOXY DOWEL

INTO EXISTING

WALL; REF: DET

8/A-302

A-202

A-202 e5e6e7

S P

O .C

S P

O .C

S P

O .C

4X4 COLUMN TO TRANSFER POINT

LOAD OF ROOF ABOVE (4 LOCATIONS

EACH BEAM) DL=756, SL=2,286

OPEN TO ABOVE

NEW COLUMNS AT TOP

OF STAIR; SEE 6/A-202

7"X11.875" LVL

6X6 COLUMN - PROVIDE SIMPSON

ECC66 COLUMN CAP AND (2)

SIMPSON RPBZ BASES

6X6 COLUMN - PROVIDE SIMPSON

ECC66 COLUMN CAP AND (2)

SIMPSON RPBZ BASES

2X6 SPF #2

@ 16" O.C.

SHIFT (1) JOIST MAX 6" IN THIS REGION AS

NEEDED TO ACCOMODATE DUCT PER MEP

EXISTING STRUCTURE TO REMAIN

EXISTING BEAM TO REMAIN

S P

O .C

FAN ROOM:

FLOOR LIVE LOAD =150PSF

VIF (TYP)

A-302

_________________13

A-601

12" CONCRETE TRENCH

FOOTING; REF: DETAIL 1/A-302

FOR REINFORCING; REF:

FOUNDATION PLAN 1/S-001

EXISTING WOOD POST &

CONCRETE FOOTING TO

REMAIN - TYP

1/2" EXPANSION JOINT

MATERIAL BETWEEN NEW &

EXISTING FOOTING

LINE OF SIDING ABOVE

LINE OF 2X4 WOOD

SILL PLATE ABOVE

1' -0

SLAB TYPE LEGEND

4" CONCRETE SLAB ON 6" COMPACTED FILL

2" MUD BED ON EXISTING CONCRETE

SLAB - SLOPE MUD BED TO DRAIN

2" MUD BED ON 4" CONCRETE SLAB W/ 6X6 W2.9X2.9 WWF ON 10

MIL VAPOR BARRIER ON 6" COMPACTED MDOT CLASS II GRANULAR

FILL. SLOPE MUD BED TO DRAIN. DROP TOP OF SLAB 2" TO MATCH

EXISTING LEVEL

#4 (7" x 7") AT 1'-0" OC AROUND

PERIMETER. FIELD DRILL AND

ANCHOR TO SLAB WITH DEWALT

PE1000+ ADHESIVE OR APPROVED

EQUAL

#4 AT 1'-0" EACH WAY

ROUGHEN SURFACE TO

RECEIVE EQUIPMENT PAD,

APPLY BONDING AGENT

EQUIPMENT BASE (COORDINATE W/

APPROVED MECHANICAL SHOP DRAWINGS)

EX. FIN. FL. 4"

EX FLOOR SLAB

3/4" CHAMFER

ALL AROUND

KEY PLAN

S T

A T

E O

F M

D E

N A

N D

C O

N S

T R

U C

N D

D E

P A

R T

M E

N T

O F

T E

C H

N O

Y , M

A N

A G

E M

E N

T A

D G

E T

S T

A T

E F

A C

A D

R A

ARCHITECTS ENGINEERS PLANNERS

OHM-ADVISORS.COM

C O

P Y

H T

H M

D R

A W

S A

N D

W R

E N

M A

T E

P P

E A

G H

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C O

N S

U T

E T

H E

O R

A L

A N

D U

N P

U B

H E

D W

O R

K O

F O

H M

A N

D T

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S A

M E

M A

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O T

B E

D U

C A

T E

D , D

U T

E D

, O R

S E

D W

O U

T P

R W

T E

N C

O N

S E

N T

O F

O H

U E

D F

O R

R O

T N

U M

B E

R P

M D

N E

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A D

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P . L

A C

H , R

A , D

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M A ut od es k

D oc s:

//7

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H is to ric

M ill

C re ek

V is ito r

C en te r/

A _H is to ric M ill C re ek

_R eD es ig n_

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G E

N E

R A

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E S

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G L

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3, M ac ki na w

C ity

, M I 4

M A

C K

C S

T A

T E

T O

P A

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N D

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-2 4-

D B

/1 2/

B G

D T

M B

F ile

N o.

X X

3/16" = 1'-0"1

FOUNDATION PLAN - AREA B

3/16" = 1'-0"2

CEILING FRAMING PLAN - AREA B

NOTE: CONTRACTOR TO NOTIFY

MACKINAW STATE HISTORIC PARK

ARCHEOLOGIST AT LEAST 3 WEEKS

PRIOR TO ANY EXCAVATION

ACTIVITIES SO THAT THEY CAN BE ON

SITE TO MONITOR ALL EXCAVATIONS.3/4" = 1'-0"3

FOUNDATION PLAN DETAIL

3/4" = 1'-0"4

HOUSEKEEPING PAD SECTION

EXISTING BEAM BEARING

CONDITION TO REMAIN. LVL TO

BEAR A MINIMUM OF 2.75" ON

EXISTING MASONRY WALL.

VERIFY AVAILABLE BEARING

DIMENSION IN FIELD, NOTIFY

ENGINEER OF RESULT

CLCL

PT-2

X-XXX

SIM

X-XXX

SIM

1 / X-XXX

ALUMINUM

CONCRETE

BATT INSULATION

WOOD

ROUGH WOOD

RIGID INSULATION

SHIM

ACOUSTICAL TILE

EARTH / COMPACT FILL

POROUS FILL

CONCRETE MASONRY

UNITS

FACE BRICK

PLYWOOD

STEEL

GYPSUM WALL BOARD

8x8 TILE

12x12 TILE

WOOD BOARD

SIDING NARROW

WOOD BOARD

SIDING WIDE

4x4 TILE

MATERIAL SYMBOL LEGEND

NATURAL STONE

CAST STONE

MINERAL WOOL

INSULATION

EXISTINGPROPOSED

(E)MB

24'-0"

CB = CHALKBOARD

MB = MARKER BOARD

TB = TACK BOARD

TS = TACK STRIP

LENGTH

DETAIL INDICATOR

SECTION DETAIL

INDICATOR

ALTERNATE DETAIL /

SECTION DETAIL

INDICATOR

WALL SECTION INDICATOR

BUILDING SECTION

INDICATOR

EXTERIOR ELEVATION

INDICATOR

INTERIOR ELEVATION

INDICATOR

3D VIEW INDICATOR

X-XXX

SIM

PLAN NORTH

TRUE NORTH

MATCHLINE

SEE 1 / A101

X-XXX

SIM

X-XXX

SIM

?00 00 00.A

M6P

PLPL

100' - 0"

N/S 90.00 E/W

EXISTING CORNER PROPOSED CORNER

NEW CONSTRUCTION

NEW MASONRY CONSTRUCTION

EXISTING TO REMAIN

EXISTING TO BE REMOVED

DOORS

CENTER LINE

ELEVATION MARK

MATCHLINE

EXISTING GRID LINE

PROPOSED GRID LINE

BUILDING LINE

SEPARATION INDICATOR

PROPERTY LINE INDICATOR

INDICATES EXISTING

SHEET KEYNOTE INDICATOR

REFERENCE KEYNOTE INDICATOR

REVISION INDICATOR

ROOM IDENTIFIER

WALL TYPE INDICATOR

WINDOW / LOUVER INDICATOR

(REFER TO WINDOW SCHEDULE)

DOOR INDICATOR

(REFER TO DOOR SCHEDULE)

GLAZING INDICATOR

(REFER TO PROJECT MANUAL)

GLAZING MODIFIER

(REFER TO STOREFRONT

ELEVATIONS)

NORTH INDICATOR

60" DIAMETER WHEELCHAIR

TURNING SPACE

ICC A117.1 - 304.3

T-SHAPED WHEELCHAIR

TURNING SPACE

ICC A117.1 - 304.3

CLEAR FLOOR SPACE

ICC A117.1 - 305.3

INTERNATIONAL SYMBOL OF

ACCESSIBILITY

ICC A117.1 - 703.6.3.1

CLEARANCE LINES

? XXX

ARCHITECTURAL SYMBOLS LEGEND

BL1

101A

GL-1

TC-1

ROOM NAME

150 SF

1,254 Occ

ROOM NUMBER

ROOM AREA

OCC. COUNT

LEVEL

XXX' - XX"

S2436-12-RF

CASEWORK INDICATOR

(REFER TO INTERIOR ELEVATIONS)

VISUAL DISPLAY BOARD INDICATOR

ACCESSORY, FURNITURE, FIXTURE,

AND EQUIPMENT INDICATOR

SIGNAGE INDICATOR

(REFER TO SCHEDULE)

ROOM NUMBER

WALL FINISH

BASE

FLOOR FINISH

VB-1

CPT-P_

PT-2

ROOM NAME

6'-4"

ROOM FINISH INDICATOR

FINISH INDICATOR

FINISH EXTENT INDICATOR

TRANSITION STRIP INDICATOR

X-XXX

LVTCT

[TS-1]

X-XXX

1 SIM

_________________1

X-XXX

FF&E

FINISHES

INDICATOR LINES

BUILDING ELEMENTS

ACCESSIBILITY

NOTES & ANNOTATIONSVIEW REFERENCES

1. DO NOT SCALE DRAWINGS. IF DIMENSIONS CANNOT BE DETERMINED OR DOCUMENTS ARE IN CONFLICT, THE CONTRACTOR SHALL OBTAIN CLARIFICATION

FROM THE ARCHITECT PRIOR TO CONTINUATION OF WORK

2. ALL WALL DIMENSIONS ARE TO FACE OF STUD OR MASONRY, UNO.

3. FIELD VERIFY ALL PROJECT CONDITIONS PRIOR TO THE START OF WORK, AND AS NEEDED THROUGHOUT THE DURATION OF CONSTRUCTION. BRING ANY

DISCREPANCIES WHICH MAY SIGNIFICANTLY AFFECT NEW CONSTRUCTION WORK TO THE ATTENTION OF THE ARCHITECT FOR REVIEW

4. WHERE NEW WALL CONSTRUCTION ABUTS EXISTING, IN-LINE, AND/OR ON PLANS, DIRECTLY ALIGN NEW FINISH WALL SURFACE(S) WITH EXISTING

5. WHERE NEW WALL CONSTRUCTION ABUTS WINDOW MULLION(S) ON PLANS, CENTER WALL ON CENTER LINE OF MULLION, UNO

6. ALL WOOD BLOCKING AND BACKING SHALL BE FIRE-RETARDANT TREATED, UNO

7. INFORMATION SHOWN IN ONE LOCATION ON THE DRAWINGS IS THE SAME AS IF SHOWN ON MULTIPLE LOCATIONS

8. TYPICAL CONDITIONS ARE NOTED ONLY ONCE

9. COORDINATE OPENINGS AND PENETRATIONS BETWEEN TRADES

10. FLOOR LEVELS BETWEEN ADJACENT MATERIALS MUST NOT EXCEED 1/4". PROVIDE APPROPRIATE TRANSITION STRIPS OR LEVEL FLOORS AS REQUIRED

11. FLOORS MUST BE MADE LEVEL TO NO LESS THAN 1/8" IN 10', USING A 10' STRAIGHTEDGE

12. PROVIDE REQUIRED FILLERS, SEALANT, OR TRIM AS NECESSARY TO CLOSE GAPS BETWEEN ADJACENT MATERIALS

13. WALLS SCHEDULED TO RECEIVE PAINT ARE TO BE PAINTED TO 6" ABOVE CEILING HEIGHT

14. REFER TO FINISH PLANS FOR ROOM FINISHES

GENERAL NOTES - ARCHITECTURAL

GENERAL NOTES:

1. COMPLY WITH THE STATE BUILDING CODE, ICC A117.1, AND THE AMERICANS WITH DISABILITIES ACT.

2. PROVIDE BLOCKING BEHIND TOILET ACCESSORIES FOR SECURE MOUNTING TO WITHSTAND 250# VERTICAL AND HORIZONTAL FORCE.

3. EXPOSED WATER SUPPLY AND DRAINAGE PIPES BELOW LAVATORIES OR SINKS MUST BE INSULATED OR OTHERWISE POSITIONED TO PROTECT AGAINST CONTACT. THERE MUST BE NO SHARP OR ABRASIVE SURFACES BELOW LAVATORY.

FRONT

ACCESSIBLE HI-LO

DRINKING FOUNTAIN

(BOTTLE FILLER AS INDICATED)

MIRROR OR MIRROR

AND SHELF

GRAB BARS TOILET PAPER

DISPENSER

SINKS & LAVATORIES

E W

MIN

15"

MAX

12"

54" MIN

CL40"

CL24" MIN

MIN

12"

36" MIN

WALL OR PARTITION

60" CLEAR

M A

CLEAR

30" MIN

S P

O U

M A

S P

O U

T O

S S

M A

SANITARY NAPKIN

DISPOSAL

M A

ABOVE

SINK

BABY CHANGING

STATION

T A

T O

5" MAX 15"

MIN

17"

IN9"

8" MIN

6" MIN

COAT HOOK SOAP

DISPENSER

SEAT COVER

DISPENSER

T O

M A

P E

N S

E R

M A

HAND DRYER

M A

FIRE

EXTINGUISHER

FIRE

EXTINGUISHER

CABINET

M A

DF-ADF

GB-18

GB-36

LV-W LV-C MR-SBCS HK-2-A SD SCDHD HD-A

FECFE

OTHER ACCESSORIES

GB-42

42" MAX

24" MIN

2" M

CL33"

T O

WATER CLOSET

T O

S E

A T

-1 9"

WC-A

CL 18"

R E

A R

W A

E W

R E

A R

W A

R E

A R

W A

E W

BH-S

MOP & BROOM

HOLDER WITH

SHELF

SIDE

MOP & BROOM

HOLDER

T O

P O

F H

O O

M A

HK-2

ACCESSIBLE

COAT HOOK

SND-1

MOUNTING LOCATIONS LEGEND

RESTROOM ACCESSORIES

TOILET COMPARTMENT ACCESSORIES

S E

E P

C L

E Q

CL 33"

CL 14"

TP SND-1

SEE PLAN

GB-42GB-18

GB-42

GB-18

CL 14"

SND-1

CL 33"

SEE PLAN

GB-42

GB-18

GB-36

33"

14"

SND-1

BCS

SEE PLAN

S E

E P

1' -5

5'-0" MIN

5' -0

SD-A

MR-S

HK-2-A

SND

GB-42

GB-18

GB-36

A-453

4'-8" 1'-6"

CLEAR MIN.

4'-0"

1'-8"

FINISH END OF WALL WITH

GYPSUM BOARD-PAINTED

"BCS- A" FOLD DOWN

ADULT CHANGING

STATION

10'-10"

A-601

S T

A T

E O

F M

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C H

N O

Y , M

A N

A G

E M

E N

T A

D G

E T

S T

A T

E F

A C

A D

R A

ARCHITECTS ENGINEERS PLANNERS

OHM-ADVISORS.COM

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B E

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A-001

A R

C H

C T

U R

A L

N O

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S Y

M B

W , U

S -2

3, M ac ki na w

C ity

, M I 4

M A

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C S

T A

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T O

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D B

/1 2/

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D T

M B

F ile

N o.

M M

SEE LEGENDS ON A-001 FOR ACCESSORY

ABBREVIATIONS

& AND

@ AT

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

AFF ABOVE FINISHED FLOOR

ANSI AMERICAN NATIONAL STANDARDS

INSTITUTE

ASTM AMERICAN SOCIETY FOR TESTING AND

MATERIALS

BOT BOTTOM

BRK BRICK

BSMT BASEMENT

CJ CONTROL JOINT

CL CENTER LINE

CMU CONCRETE MASONRY UNIT

CONC CONCRETE

DN DOWN

DS DOWNSPOUT

EA EACH

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

EQ EQUAL

EXST EXISTING

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISHED FLOOR

FHC FIRE HOSE CABINET

FO FACE OF

FRTW FIRE RETARDANT TREATED WOOD

FSP FIRE STANDPIPE

FT FOOT / FEET

FTG FOOTING

GB GYPSUM BOARD

GYP GYPSUM

HD HEAD

HDW HARDWARE

HVAC HEATING-VENTILATING-AIR

CONDITIONING

HW HOT WATER

1/4" = 1'-0"

TS-1 - TYPICAL STALL

1/4" = 1'-0"

TS-2 - TYPICAL AMBULATORY STALL

1/4" = 1'-0"

TS-3 - TYPICAL ACCESSIBLE STALL

SEE LEGENDS ON A-001 FOR ACCESSORY

ABBREVIATIONS

IN INCH / INCHES

LB POUND

LDG LANDING LEVEL

MAX MAXIMUM

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

No. NUMBER

NTS NOT TO SCALE

OC ON CENTER

OPP OPPOSITE

OPP HND OPPOSITE HAND

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

QTY QUANTITY

R RISER

RD ROOF DRAIN

RO ROUGH OPENING

SAB SOUND ATTENUATION BLANKET

INSULATION

SD SMOKE DETECTOR

SF SQUARE FOOT

SIM SIMILAR

SIP STRUCTURAL INSULATED PANEL

SQ IN SQUARE INCH

T TREAD

T&B TOP & BOTTOM

TYP TYPICAL

UNO UNLESS NOTED OTHERWISE

VIF VERIFY IN FIELD

W/ WITH

W/O WITHOUT

WWF WELDED WIRE FABRIC

1/4" = 1'-0"1

TS-4 - FAMILY TOILET ROOM

1. EQUIPMENT TYPE SHOWN FOR REFERENCE - REFER TO SPECIFICATIONS FOR

EQUIPMENT REQUIREMENTS

SCHEDULE NOTES:

RESTROOM EQUIPMENT SCHEDULE

TYPE

CODE DESCR.

FURNISH

INSTALLE

D BY NOTES

FIRE EXTINGUISHER

BCS BABY CHANGING STATION

BCS-A ADJUSTABLE CHANGING STATION

GB-18 18" STRAIGHT GRAB BAR CONTRACTOR CONTRACTOR

GB-36 36" STRAIGHT GRAB BAR CONTRACTOR CONTRACTOR

GB-42 42" STRAIGHT GRAB BAR CONTRACTOR CONTRACTOR

HD Surface Mounted ADA Compliant Hand Dryer CONTRACTOR CONTRACTOR

HK-2-A SURFACE-MOUNTED DOUBLE HOOK

MR-S FRAMED MIRROR

REF. REFRIGERATOR - FULL HEIGHT -

SD-A SURFACE-MOUNTED SOAP DISPENSER CONTRACTOR CONTRACTOR

SND SURFACE MOUNTED SANITARY NAPKIN

DISPOSAL

CONTRACTOR CONTRACTOR

TP SURFACE MOUNTED TOILET TISSUE

DISPENSER

CONTRACTOR CONTRACTOR

OWNER & CONTR. CONTRACTOR

CONTRACTOR CONTRACTOR

OWNER OWNER

MOUNT ON

LATCH SIDE

OF DOOR

MOUNT ON

LATCH RIGHT

OF DOOR

COMPLY WITH ICC A117.1 SECTION 703.2.8

FIRE AND SMOKE WALLS, BARRIERS, AND/OR PARTITIONS

ARE TO COMPLY WITH ICC A117.1 SECTION 703.7

CLG LINEPROVIDE SIGNAGE WITHIN

ATTIC SPACES "FIRE AND/OR

SMOKE BARRIER - PROTECT

ALL OPENINGS"

EQ EQ

18" CLEAR

EQ EQ

15'-0" MAX 30'-0" MAX 15'-0" MAX

SIGNAGE MOUNTING LEGEND

1/2" GYPSUM BOARD GLASS MAT

TILE BACKER EACH SIDE ON 2X4

WOOD STUDS @ 16" O.C.. PREP

FOR LARGE FORMAT TILE

TYPE 'A'

PARTITION WALL

BASE DETAIL

DOUBLE TOP PLATE

SOLE PLATE - ANCHOR TO FLOOR

ACOUSTIC SEALANT

EACH SIDE TOP &

BOTTOM

SOUND ATTENUATION

BATT INSULATION

CERAMIC TILE

1/2" PLYWOOD, PTD

U/S WOOD ROOF

DECK

CEILING - REF: CEILING PLAN

TILE BASE

SIGNS TO COMPLY WITH ICC A117.1-2009,

SECTION 703, SIGNAGE

AS REQUIRED

SIGNAGE LEGEND

REF: A-800 SERIES FOR LOCATION

TYPE 'R'

PARTITION WALL

1/2" GYPSUM BOARD GLASS MAT TILE

BACKER ON 2X4 WOOD STUDS @ 16"

O.C.PREP FOR LARGE FORMAT TILE

UNDERSIDE OF ROOF DECK

DOUBLE TOP PLATE

SOLE PLATE - ANCHOR TO FLOOR

ACOUSTIC SEALANT

TOP & BOTTOM

CERAMIC TILE

A-002

DOUBLE 2X TOP PLATE

2X WD STUD FRAMING @ 16" O.C.

UNDERSIDE OF STRUCTURE

PROVIDE CONT. ACOUSTICAL SEALANT

BETWEEN WALL FINISH AND CEILING,

TYP. BOTH SIDES

UNDERSIDE OF FLOOR/CEILING

ASSEMBLY FINISH

PROVIDE WD BLOCKING BETWEEN

ASSEMBLY FRAMING

TOP OF FLOOR/ROOF ASSEMBLY

(PER PLANS)

DOUBLE 2X TOP PLATE

2X WD STUD FRAMING @ 16" OC

UNDERSIDE OF STRUCTURE

PROVIDE CONT. ACOUSTICAL SEALANT

BETWEEN WALL FINISH AND CEILING,

TYP. BOTH SIDES

UNDERSIDE OF FLOOR/CEILING

ASSEMBLY FINISH

TOP OF FLOOR/ROOF ASSEMBLY

(PER PLANS)

TYPE 'M'

CERAMIC TILE

BOND COAT

MORTAR BED

METAL LATH

EXISTING MASONRY WALLS

METAL TILE EDGE TRIM

EXISTING WOOD FRAMING;

CONDITION VARIES, PAINT

TILE WHERE

INDICATED ON

FLOOR PLAN

WOOD BLOCKING - TYP

CEILING (CONDITION VARIES)

REF: CEILING PLAN

BASE TILE

WOOD 2X BLOCKING

TYPE 'P'

TILE BASE

CERAMIC TILE

1/2" GLASS MAT GYPSUM

TILE BACKER ON 2X4

WOOD STUDS @ 16" O.C.

SOUND ATTENUATION

BATT INSULATION

DOUBLE TOP PLATE

A-002

SOLE PLATE - ANCHOR

TO FLOOR

TYPE 'W'

PARTITION WALL

1/2" PLYWOOD,

PAINTED

DOUBLE TOP PLATE

SOLE PLATE -

ANCHOR TO FLOOR

12" T & G WOOD PLANKS

1X WOOD TRIM TO

MATCH WOOD PLANK

WOOD BASE TO

MATCH WOOD PLANK;

REF: A-801

2X4 WOOD STUDS

@ 16" O.C.

TYPE 'D'

PARTITION WALL

1/2" PLYWOOD,

PAINTED

EXISTING T&G

WOOD DECKING

DOUBLE TOP PLATE

SOLE PLATE -

ANCHOR TO

FLOOR

12" T & G WOOD PLANKS

2X4 WOOD STUDS

@ 16" O.C.

1X WOOD TRIM TO

MATCH WOOD PLANK

WOOD BASE TO

MATCH WOOD PLANK;

REF: A-801

EXISTING CEILING

STRUCTURE AT

STORAGE ROOM 107.

FIRE BLOCKING @ 10'-0" O.C.

VERTICAL MAX.

PARTITION TYPE

PARTITION STRUCTURE

WIDTH AS NOTED BELOW

INSTALL SOUND ATTENUATION BATT (SAB)

NUMERIC

CHARACTER

WOOD STUD

SIZE

3/4" 1-1/2" 3-1/2" 5-1/2" 7-3/4"

9-3/8" (VERT.)

MASONRY

BLOCK SIZE

3-5/8" 5-5/8" 7-5/8" 9-5/8" 11-5/8"

M6P

PARTITION TYPES KEY

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

NON-RATED - PARALLEL TO FLUTES

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

NON-RATED - PERPENDICULAR TO FLUTES

PROTECT EXISTING

FOOTING

1'-6" TYP

2' -9

-9

8'-1"

1'-6 1/2" 13'-9 1/2"

4'-4"

1'-0" TYP

1' -6

Y P

AD101

TYP

TO U/S

ROOF DECK

TO U/S

ROOF DECK

TO U/S

ROOF DECK

TO U/S

ROOF DECK

ABOVE

TYP

ABOVE

02 02

PROTECT

EXISTING COLUMN

'-4

TO U/S

ROOF DECK

TO U/S

ROOF DECK

TO U/S

ROOF DECK

TO U/S

ROOF DECK

ABOVE

AD101

SIM

AD101

SIM

AD101

SIM

1'-6

1'-6"

1. REFER TO MECHANICAL, ELECTRICAL, & PLUMBING DEMOLITION PLANS FOR ADDITIONAL

INFORMATION. COORDINATE DEMOLITION WORK WITH EXISTING SECURITY AND TECHNOLOGY BY

OTHERS

2. PROVIDE DUST-PROOF CONSTRUCTION BARRIERS TO SEPARATE AND SECURE THE CONSTRUCTION

AREA FROM THE REMAINDER OF THE BUILDING. PROVIDE TEMPORARY FILTERS AT RETURN AIR

DUCTWORK AS REQUIRED TO MINIMIZE THE SPREAD OF DUST THROUGHOUT THE BUILDING

3. KEEP MEANS OF EGRESS OPEN, PROPERLY ILLUMINATED, AND FREE OF OBSTRUCTIONS AT ALL

TIMES

4. PROVIDE TEMPORARY SHORING AS REQUIRED TO MAINTAIN THE STRUCTURAL STABILITY OF

BUILDING ELEMENTS TO REMAIN DURING DEMOLITION THROUGH COMPLETION OF WORK

GENERAL NOTES - DEMOLITION PLANS

DEMOLITION FLOOR PLAN

WALLS

DOORS

WINDOWS

EXISTING TO REMAIN DEMOLISH

KEY PLAN

PLYWOOD SHEATING

TO REMAIN

2X4 STUDS TO

REMAIN

1X10 TRIM TO REMAIN

2X8 WOOD FASCIA -

CUT TO CLEAR NEW

SOFFIT; REF: A-301

2X6 T&G WOOD DECK

TO REMAIN

WOOD ROOF STRUCTURE

TO REMAIN

2X WOOD CLOSURE

TO REMAIN

TRIM WOOD PLATE FLUSH

WITH STUDS--PROTECT

EXISTING TRUSS

CUT 2X10 WOOD PLATE FLUSH

WITH STUDS

REMOVE 5/8" GYPSUM

BOARD ON 1X3 STRIPPING

BELOW PLATE

5/8" PLYWOOD

SHEATHING TO

REMAIN

1X10 TRIM

TO REMAIN

2X6 WOOD STUDS

TO REMAIN

WOOD ROOF STRUCTURE

TO REMAIN

REMOVE SKYLIGHT, CURBS,

& FLASHING COMPLETE

2X6 T&G WOOD DECK

TO REMAIN

FIRST FLOOR

100'-0"

5/8" PLYWOOD SHEATING TO REMAIN

2X4 STUDS TO REMAIN

4" CONCRETE SLAB

BELOW WOOD BLOCK

FLOOR TO REMAIN

1/ 2"

V .I.

S T

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AD101

S T

O R

D E

M O

W , U

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3, M ac ki na w

C ity

, M I 4

M A

C K

C S

T A

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P A

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T O

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C O

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T R

U C

N D

O C

-2 4-

D B

/1 2/

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D T

M B

F ile

N o.

X X

3/16" = 1'-0"1

FIRST FLOOR DEMOLITION PLAN - AREA A

1" = 1'-0"4

TYP DEMO DETAIL AT EAVES

1" = 1'-0"3

TYP DEMO DETAIL AT TOP PLATE

1" = 1'-0"5

TYP DEMO DETAIL AT SKYLIGHTS

1" = 1'-0"2

TYP DEMO AT FLOOR

SHEET KEYNOTES - DEMO. PLAN

01 REMOVE DISPLAY WALLS AND WINDOWS

02 REMOVE 3/8" INTERIOR WOOD SHEATHING; TRIM WOOD TOP PLATE FLUSH WITH STUDS. REF: DET 2 & 4

THIS SHEET.

03 REMOVE WOOD STUD WALLS, SEATHING, WOOD CEILING JOISTS, AND T&G CEILING.

04 REMOVE AND SALVAGE SHELVES--TURN OVER TO OWNER

05 REMOVE WINDOW, TRIM, & SILL COMPLETE.

06 REMOVE DOOR

07 REMOVE WALL

08 REMOVE METAL THRESHOLD

09 REMOVE COUNTER AND CABINETS COMPLETE

10 REMOVE HALF WALL

11 REMOVE 1-1/2" THICK END GRAIN ADHERED WOOD BLOCK FLOOR AND RESIDUE COMPLETE. PREP FOR SELF LEVELING FLOOR UNDERLAYMENT PER MANUFACTURERS INSTRUCTIONS. REF: DET 2 THIS SHEET.

12 CORE THROUGH FOUNDATION WALL; REF: MECHANICAL.

13 SAWCUT 4" CONCRETE SLAB; PROTECT EXISTING FOOTING AT COLUMN. SAWCUT THROUGH THICKENED SLAB BELOW EXISTING WALLS. REF: ARCH FOR CONCRETE INFILL DETAIL; REF: MECHANICAL.

14 REMOVE THEATER SEATS AND ASSOCIATED ANCHORS COMPLETE

15 REMOVE WOOD SOFFIT AND FRAMING

16 REMOVE INTERIOR PLYWOOD SHEATHING ON 1X3 WOOD FURRING STRIPS. REF: DET 3 THIS SHEET.

17 REMOVE 5/8" GYPSUM BOARD ON 1X3 WOOD FURRING STRIPS. REF: DET 3 THIS SHEET.

18 REMOVE LOUVER IN GABLE WALL; REF: MECHANICAL

19 REMOVE SKYLIGHT AND CURBS COMPLETE; REF: DETAIL 5 THIS SHEET.

20 REMOVE CARPET, TACKSTRIPS/ADHESIVE RESIDUE, & UNDERLAYMENT COMPLETE. PREP FLOOR FOR

MOISTURE MITIGATION PRODUCT PER MANUFACTURER INSTRUCTIONS.

21 REMOVE RESINOUS/VINYL FLOORING & ADHESIVE RESIDUE. PREP FLOOR FOR MOISTURE MITIGATION

PRODUCT PER MANUFACTURER INSTRUCTIONS.

22 SAWCUT 4" CONCRETE SLAB; SAWCUT THROUGH THICKENED SLAB BELOW EXISTING WALLS. REF: ARCH

FOR CONCRETE INFILL DETAIL; REF: ELECTRICAL.

23 COMPLETELY REMOVE WOOD SHINGLE ROOFING, UNDERLAYMENT, PERIMETER DRIP EDGE, FLASHINGS, GUTTERS & DOWNSPOUTS, ETC. DOWN TO WOOD ROOF DECK

D S

AREA A

AREA B

1. REFER TO MECHANICAL, ELECTRICAL, & PLUMBING DEMOLITION PLANS FOR ADDITIONAL

INFORMATION. COORDINATE DEMOLITION WORK WITH EXISTING SECURITY AND TECHNOLOGY BY

OTHERS

2. PROVIDE DUST-PROOF CONSTRUCTION BARRIERS TO SEPARATE AND SECURE THE CONSTRUCTION

AREA FROM THE REMAINDER OF THE BUILDING. PROVIDE TEMPORARY FILTERS AT RETURN AIR

DUCTWORK AS REQUIRED TO MINIMIZE THE SPREAD OF DUST THROUGHOUT THE BUILDING

3. KEEP MEANS OF EGRESS OPEN, PROPERLY ILLUMINATED, AND FREE OF OBSTRUCTIONS AT ALL

TIMES

4. PROVIDE TEMPORARY SHORING AS REQUIRED TO MAINTAIN THE STRUCTURAL STABILITY OF

BUILDING ELEMENTS TO REMAIN DURING DEMOLITION THROUGH COMPLETION OF WORK

GENERAL NOTES - DEMOLITION PLANS

e1e2e3e4e5e6e7 eA eB eC

AD102

NOTE: LOAD BEARING COLUMNS IN WALL

SUPPORT STRUCTURE ABOVE (VIF).

SHORE PRIOR TO REMOVING WALL

ABOVE

26 NOTE: PROTECT EXISTING COLUMN

IN WALL DURING DEMOLITION - TYP

AD102

NOTE: BEAM ABOVE TO REMAIN.

PROTECT DURING DEMOLITION - TYP

NOTE: BEAM ABOVE

TO REMAIN.

PROTECT DURING

DEMOLITION - TYP.

NOTE: PROTECT EXISTING

FOUNDATIONS AND STRUCTURE - TYP

NOTE: PROTECT EXISTING

BOARDWALK ADJACENT

TO WORK AREA

+/- 2'-6"

DEMOLITION FLOOR PLAN

WALLS

DOORS

WINDOWS

EXISTING TO REMAIN DEMOLISH

KEY PLAN

NOTE: COLUMNS IN WALL

SUPPORT STRUCTURE ABOVE

(VIF) - SHORE PRIOR TO

REMOVING WALL

CUT WOOD DECK AT LOCATION

OF VENTED PORTION OF RIDGE

(OVER VENTED ATTIC) PER

ROOF PLAN ON A-112.

EXISTING WOOD DECKING

ON TIMBER FRAMING

TYP

MASONRY WALL

TO REMAIN

WOOD FRAMING TO

REMAIN - TRIM FLUSH

WITH EXTERIOR FACE

OF MASONRY

WOOD RAFTERS

TO REMAIN

S T

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ARCHITECTS ENGINEERS PLANNERS

OHM-ADVISORS.COM

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SHEET KEYNOTES - DEMO. PLAN

01 REMOVE DRINKING FOUNTAIN

02 REMOVE PLUMBING FIXTURES, TOILET PARTITIONS, AND URINAL SCREENS. REF: MECHANICAL

03 REMOVE COUNTERTOPS AND SHELVING

04 REMOVE WINDOWS

05 REMOVE FIXTURES

06 REMOVE DOOR

07 REMOVE WALL

08 REMOVE APPROXIMATELY 4" CONCRETE SLAB

09 REMOVE EXTERIOR FINISH SHEATHING AND BLOCKING

10 REMOVE 2" MUD BED AND PORCELAIN/QUARRY TILE. CONCRETE SLAB TO REMAIN.

12 REMOVE EXISTING FURRED GYPSUM BOARD DOWN TO EXISTING MASONRY. REMOVE ALL EXISTING

FURRING CHANNELS AND/OR ADHESIVES. REMOVE TILE BASE COMPLETE

13 REMOVE TILE BASE - TYPICAL

14 REMOVE WOOD SHAKES & UNDERLAYMENT

15 REMOVE CMU - 2 COURSES

16 REMOVE 2X WOOD BOARDWALK. SALVAGE FOR REINSTALLATION AT NEW WALL.

17 REMOVE 2X DIMENSIONAL WOOD STRUCTURE

18 MECH DEMOLITION; REF: MECHANICAL

19 REMOVE EXISTING GABLE END WINDOW

20 SAWCUT 4" CONCRETE FLOOR SLAB TO CONNECT NEW FLOOR DRAIN; REF: MECH

21 REMOVE 2X WOOD BOARDWALK FOR INSTALLATION OF PIPING FOR VISITOR CENTER; REF: CIVIL; REF:

MECH.

22 DEMO WALL TILE, TILE BASE, & MORTAR. PREP WALL FOR NEW TILE.

23 CORE THROUGH FOUNDATION WALL; REF: MECH

24 REMOVE PLYWOOD SHEATHING ABOVE TO INSTALL CEILING JOISTS; REF: A-302

25 EXISTING COLUMNS AND FOOTINGS TO REMAIN; PROTECT DURING DEMOLITION

26 REMOVE EXISTING MEZZANINE FLOOR JOISTS & FLOOR SHEATHING. STAIR PLATFORM TO REMAIN.

TEMPORARILY SUPPORT STAIR DURING CONSTRUCTION; REF: STRUCTURAL FRAMING PLAN ON A-102.

27 REMOVE WALL ABOVE MASONRY IN ATTIC SPACE (EXTERIOR FACING WALL TO REMAIN) TO KEEP ATTIC

OPEN FOR VENTILATION

28 COMPLETELY REMOVE WOOD SHAKES, UNDERLAYMENT, EXISTING PERIMETER DRIP EDGE, FLASHINGS, GUTTERS & DOWNSPOUTS, ETC. DOWN TO WOOD ROOF DECK

29 REMOVE MASONRY FACE SHELL TO INSTALL POWER; REF: ELEC.

3/16" = 1'-0"1

FIRST FLOOR RESTROOM DEMOLITION PLAN - AREA B

1/2" = 1'-0"02

DEMO WALL SECTION

1" = 1'-0"3

DEMO AT VENTED RIDGE

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

DEMO DETAIL AT WOOD FRAMING

F E

AREA A

AREA B

A-201

A-4521

6'-8"

2' -1

'-1

1/ 4"

ALIGN

90°

2'- 0"

2'-0"

5°

5'-0"

AUDITORIUM

STORAGE

GIFT SHOP

STORAGE

EXHIBIT SPACE

SALES COUNTER

106 PATRON SPACE

STORAGE

A-451

A-201

A-301

A-451

10'-9" 11 '-6

A-451

1 SIM

ALIGN

10'-8"

A-451

A-301

101A-EX

-E X

105A-EX

-E X

A-101

A-201 eD eE eF eG

A-201

W4W4

D4D4D4

ABOVE

A-201

108B-EX

TYPTYP

TYP

(ABOVE)

TYP

3'-0"

7' -4

ALIGN

A-101

A-451617 18

17 17

1. FIRST FLOOR REFERENCE ELEVATION 100'-0"

2. DO NOT SCALE DRAWINGS. IF DIMENSIONS CANNOT BE DETERMINED OR DOCUMENTS ARE IN

CONFLICT, THE CONTRACTOR SHALL OBTAIN CLARIFICATION FROM THE ARCHITECT PRIOR TO

CONTINUATION OF WORK

3. REFER TO A-001 FOR MATERIAL / REFERENCE SYMBOLS AND ABBREVIATIONS

4. REFER TO LIFE SAFETY DRAWINGS (G-SERIES) FOR LOCATIONS AND EXTENTS OF RATED

ASSEMBLIES, AS WELL AS FIRE EXTINGUISHER LOCATIONS. IF PARTITION DESIGNATION

DISCREPANCY OCCURS BETWEEN THE CODE DRAWINGS AND FLOOR PLANS, PROVIDE THE

PARTITION TYPE INDICATED WITH THE MOST STRINGENT REQUIREMENTS

5. REFER TO A-800 SERIES FOR ROOM FINISH…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 12, 2026.