BID Drawings_24309 LudingtonWellShelter.pdf

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d isc la im s a ny re sp on sib ili ty fo r i ts u na ut ho riz ed u se

SHEET NO.

SHEET TITLE

REVIEWED

DRAWN

DATE

PROJECT NO.

F

E

D

C

B

87654321

A

1 2 3 4 5 6 7 8

Wiss, Janney, Elstner Associates, Inc.

30700 Telegraph Road, Suite 3580 Bingham Farms, Michigan 48025

248.593.0900 tel

Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Doylestown | Honolulu | Houston | Indianapolis | London | Los Angeles Milwaukee | Minneapolis | New Haven | New York | Northbrook (HQ) Philadelphia | Pittsburgh | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC

MARK DATE DESCRIPTION

CONSULTANT

PROJECT

CLIENT

DNR Ludington State Park Well Shelter Repairs

8800 M-116 Ludington, Michigan 49431

State of Michigan - Department of Technology, Management &

Budget Elliot-Larsen Building, P.O. Box

30026 Lansing, Michigan 48917

Owner Review/Plan Review

2021.0459.1

04.06.2026

NGS/JDB

04.02.2026

RJS/JML

Cover Sheet G001

DNR Ludington State Park Well Shelter Repairs Project No. 751/24309.HJD

ARCHITECT / ENGINEER:

Wiss, Janney, Elstner Associates, Inc.

30700 Telegraph Road, Suite 3580 Bingham Farms, Michigan 48025

CLIENT:

Contact:

Heather J. DeKorte, R.A.

Design and Construction Division - Project Director Phone: 517.243.7248 Email: dekorteh@michigan.gov

PROJECT:

DNR Ludington State Park 8800 M-116 Ludington, Michigan 49431

1 SCALE: NTS

Overall Park Map

Aerial Image obtained from Google Earth on May 14, 2025. Annotations by WJE.

N

2 SCALE: NTS

Trail Map

Trail Map obtained from DNR website (www2.dnr.state.mi.us/publications/pdfs/RecreactionCamping/ludington_hiking.pdf)

S101

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

DTMB PROJECT NO. 751/24309.HJD

DTMB PROJECT NAME DNR LUDINGTON STATE PARK

WELL SHELTER REPAIRS

Sheet List Table Sheet Number Sheet Title

G001 Cover Sheet G002 General Notes S101 Well Shelter Plan S501 Well Shelter Details

State of Michigan - Department of Technology, Management & Budget Elliot-Larsen Building; 2nd Floor P.O. Box 30026 Lansing, Michigan 48909

Contact:

Ross Smith, PE, LEEDAP BD+C, CDT Project Manager Phone: 616.401.2228 Email: rsmith@wje.com

OWNER:

Department of Natural Resources Contact:

Steve Tinskey Cadillac District Planner Phone: 231.878.9113 Email: tinskeyS1@michigan.gov

Contact:

Justin Barden, PE Project Engineer Phone: 248.593.0900 Email: jbarden@wje.com

S101

S101

S101

Bid Set 04.24.2026

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W iss

, J an ne y, E lst ne r A ss oc ia te s, In c.

(W

JE

W

JE

d isc la im s a ny re sp on sib ili ty fo r i ts u na ut ho riz ed u se

SHEET NO.

SHEET TITLE

REVIEWED

DRAWN

DATE

PROJECT NO.

F

E

D

C

B

87654321

A

1 2 3 4 5 6 7 8

Wiss, Janney, Elstner Associates, Inc.

30700 Telegraph Road, Suite 3580 Bingham Farms, Michigan 48025

248.593.0900 tel

Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Doylestown | Honolulu | Houston | Indianapolis | London | Los Angeles Milwaukee | Minneapolis | New Haven | New York | Northbrook (HQ) Philadelphia | Pittsburgh | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC

MARK DATE DESCRIPTION

CONSULTANT

PROJECT

CLIENT

DNR Ludington State Park Well Shelter Repairs

8800 M-116 Ludington, Michigan 49431

State of Michigan - Department of Technology, Management &

Budget Elliot-Larsen Building, P.O. Box

Bid Set

04.24.2026

NGS/JDB

04.02.2026

RJS/JML

General Notes G002

15. Do not allow construction materials, equipment, or procedures to overload or exceed the structural capacity of existing construction to remain, partially completed work, or completed work. Make inspections and/or perform analyses and tests necessary to verify that existing elements have adequate capacity to support proposed construction loads.

16. Drawings illustrate the completed work with elements in their final intended positions. Provide shoring, bracing, support, and sequence work as required to maintain the structural integrity of new or existing construction during the work.

17. Temporarily relocate and restore existing equipment and appurtenances (whether or not shown on the drawings) that obstruct access to portions of the work. This may include mechanical, electrical, plumbing, and fire protection components.

18. Develop, implement, erect, and maintain safeguards to prevent damage, injury, or loss resulting from the work to (a) workers, occupants, passers-by, and other persons; (b) in-progress work, materials, and equipment under care, custody, and control of the contractor (whether on or off site); and (c) other property at the site or adjacent thereto not designated as part of the work for removal, relocation, or replacement. In the event of damage, injury, or loss, promptly notify Engineer and present proposed remedy.

19. Develop, implement, erect, and maintain safeguards to provide for watertight integrity of work in progress. In the event of damage, injury, or loss, promptly notify Engineer and present proposed remedy.

20. In an emergency affecting safety of persons or property, act to prevent or stop further damage, injury, or loss.

21. All work shall be subject to review by Engineer before it is concealed by other work and/or means of access is removed. Coordinate mandatory reviews with Engineer prior to start of construction. Provide reasonable notification to Engineer to allow for such review as work proceeds.

22. Promptly correct work rejected by Engineer or failing to conform to requirements of the contract documents.

Associated costs (including additional testing or inspections and cost of uncovering and correction) shall be the contractor's responsibility.

23. If a hazardous material or substance not addressed in the contract documents is encountered, immediately stop work in affected area and notify owner and Engineer of the condition.

The Ludington State Park property covers approximately 5,000-acres and is situated between Lake Michigan and Hamlin Lake, located in Ludington, Michigan. The park contains three campgrounds, 21 miles of marked trails, the Big Sable Point Lighthouse, the Lake Michigan Beach House, and three trail shelters. The park was built in the 1930's by the Civilian Construction Corps (CCC) and officially opened in 1936. The Lake Michigan Beach House was designed by architect Ralph B. Herrick and constructed in 1935. This project includes the Well Shelter, which is briefly described below.

The Well Shelter is a timber and stone structure. The shelter is hexagonal in plan with each side approximately 8 feet long. Cedar shingles are attached to nominal 1x8 wood sheathing boards that bear on 5-1/2-inch diameter log rafters.

The rafters are supported by log beams that span between four 12-inch diameter log columns and a stone wall.

DESCRIPTION OF STRUCTURES:

The objective of this project is to restore deteriorated structural framing and roofing elements by repairing or replacing members. The following is a brief summary of the work that is to be performed in accordance with the specified notes and details within this document, as well as the project specifications:

1. Remove and replace the well shelter columns with new steel tube columns with log covers.

2. Remove and replace the well shelter roofing and roof sheathing.

3. Install borate rods at the end of the well shelter log rafters.

4. Coordinate with the Owner's use of the structure and surrounding property.

5. Coordinate access, waste management, storage of materials with Owner.

Note: Contractor to provide site restoration of all areas disturbed during construction.

SCOPE OF WORK:

GOVERNING CODES:

1. All construction shall conform to the requirements contained in the 2021 Michigan Rehabilitation Code for Existing Buildings:

a. Because the MRCEB is the selected code for compliance, provisions of the 2021 Michigan Building Code (MBC) or other building codes are only applicable where specifically referenced by the MRCEB, and when cited, only apply to the prescribed extent of the reference.

c. The intent of the project is to repair damaged portions of the structural components, generally in the same use, configuration, function, and purpose that currently exists. No modifications or alterations to the existing occupancy, use, or layout will be performed as part of this work. Therefore, the "Work Area" compliance method per MRCEB has been selected for this project and the work shall comply with the applicable provisions in Chapter 6 Repairs.

QUALITY CONTROL / INSPECTION:

1. The Owner's representative may perform quality control inspections on a random basis from time to time to evaluate installation of the new construction for conformance to the drawings and specifications. The Contractor shall make access available at no additional cost to inspect and test the specified areas and make appropriate repairs after completion of Owner's representative inspection. Defective work shall be repaired at no cost to the owner.

2. Activities or duties of Engineer or tests, inspections, or approvals required or performed by third parties shall not relieve Contractor of its obligation to perform the work in accordance with contract documents.

3. Allow review of repairs by Engineer prior to enclosing repair areas (e.g., wall framing).

4. The project requires Special Inspections in accordance with Section 1704 of the MBC. The Owner shall engage special inspector. The Contractor shall facilitate and coordinate special inspections. Required special inspections are periodic inspection of anchors post-inspection in concrete members.

ENGINEER OBSERVATION OF THE WORK:

1. Work will be periodically observed by the Engineer. Contractor shall notify Engineer of work schedule in a timely fashion to permit the coordination of site visits by the Engineer. The contractor will provide the Engineer access to the scaffold to observed ongoing repairs.

2. Except for the order of tasks noted in the Scope of Work, the Engineer shall not have control over or charge of and shall not be responsible for construction means, methods, sequences or procedures, or for safety requirements in connection with the project, as there are the responsibilities of others.

3. Contractor is solely responsible for conformance of the work due to contract documents. Inspection and testing by the Engineer of Owner's Testing Agency in no way relieves the Contractor of sole responsibility for the work and for maintaining a quality assurance program and performing necessary quality control.

1. Drawings and associated Specifications/General Notes apply only to the specific project identified in titleblock and shall not be used for any other purpose without specific written consent of Engineer and Owner. Any unauthorized use of Engineer's work product shall be at user's sole risk and user shall indemnify Engineer against any liability or legal exposure related to the unauthorized use.

2. Drawings and Specifications/General Notes are complementary, are to be taken as a whole, and should include sufficient information necessary for the execution and completion of the work in a manner consistent with the design intent. In the absence of explicit or reasonably inferable information on Drawings or in Specifications, promptly seek clarification from architect/engineer as a request for information.

3. Specified products are believed to have properties adequate for the intended purpose. If Contractor has previously found specified products to be unacceptable for any reason, Contractor shall promptly inform Engineer as a request for substitution.

4. Promptly report to Engineer as a request for information known or suspected errors, inconsistencies, or omissions within or between Drawings and Specifications, as well as known or suspected variance of Drawings and Specifications from existing conditions. For bidding purposes only and unless otherwise directed by Engineer, the more stringent requirement or better quality shall take precedence.

5. Dimensions, quantities, and geometries provided for existing construction are based on limited field documentation by Engineer. Field verify applicable information prior to submitting a bid, ordering materials, or otherwise committing resources to the work. Provided dimensions take precedence over scaled dimensions.

6. Provide labor, materials, equipment, supervision, and coordination directly and incidentally necessary to perform the work in accordance with contract documents.

7. Secure and pay for all permits, fees, licenses, and inspections by government agencies necessary for proper and compliant execution and completion of the work.

8. Comply with and give notices required by laws, statutes, ordinances, codes, rules and regulations, and lawful orders of authorities having jurisdiction applicable to the work.

9. Supply Owner with safety data sheets (SDS) for each chemical that will be brought onto owner's property.

10. Contractor is solely responsible for, and shall have sole control over, construction means, methods, techniques, sequences, and procedures, and for coordinating all portions of the work. Engineer has no such responsibilities. Specific instruction that may be given in contract documents concerning construction means, methods, techniques, sequences, or procedures shall not relieve Contractor of its responsibility for control and coordination.

11. Contractor is solely responsible for initiating, maintaining, and supervising all safety precautions and programs in connection with the performance of the work. Engineer has no such responsibilities beyond its own employees.

12. Submit proposed demolition and construction schedules to Owner and Engineer prior to beginning work.

Proceed with the work only after a mutually agreeable schedule has been established. Regularly revise schedule to reflect progress of the work.

13. Maintain premises and surrounding area free from accumulations of waste material and rubbish resulting from the work.

14. Coordinate locations of on-site storage of materials and equipment with Owner so as to not unreasonably encumber facility or site.

GENERAL NOTES:

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

MATCHLINE

SYMBOL LEGEND:

# / X

A-5##

A-5##

A-2##

DETAIL TAG

PLAN

DETAIL TAG

SECTION

COLUMN GRID

REVISION CLOUD

ELEVATION TAG

BREAK LINE

DETAIL TAG

ELEVATION

MATCHLINE

T / LEVEL #

+100'-0"

N

NORTH ARROW

# SCALE: 1" = 1'-0"

Repair Detail

DRAWING TITLE

ABBREVIATION LEGEND:

A/E ARCHITECT / ENGINEER

CONC. CONCRETE

CONT. CONTINUOUS

DIA. DIAMETER

EQ. EQUAL

EXT. EXTERIOR

(E) EXISTING

HDG HOT DIPPED GALVANIZED

HORIZ. HORIZONTAL

HORJA. INTERIOR

LF LINEAR FEET

MAX. MAXIMUM

MIN. MINIMUM

(N) NEW

NTS NOT TO SCALE

O.C. ON CENTER

PL PLATE

PSI POUNDS PER SQUARE INCH

P. REINFORCED

SIM. SIMILAR

SF SQUARE FEET

S.S. STAINLESS STEEL

TEMP. TEMPORARY

TYP. TYPICAL

VIF VERIFY IN FIELD

WP WATERPROOFING

DTMB PROJECT NO. 751/24309.HJD

DTMB PROJECT NAME DNR LUDINGTON STATE PARK

WELL SHELTER REPAIRS

(N) COLUMNS, (TYP.).

SEE DETAIL 3/S501.

(E) 5-1/2" DIA. (E) LOG RAFTERS, (TYP.)

(E) 12" +/- DIA. LOG BEAMS, (TYP.)

(E) STONE WALL BELOW LOG BEAMS

(N) CEDAR SHAKE ROOFING,

SEE DETAIL 8/S501

(N) HIP SHINGLES, SEE DETAIL 9/S501

DIRECTION OF (N) WOOD

DECKING (TYP.)

(E) PARTIAL HEIGHT STONE WALL

BELOW LOG COLUMNS

S501

NEW

NOTES:

1. EXISTING STRUCTURE TO BE PROTECTED DURING CONSTRUCTION.

2'-

2" (T

YP

8'-5" (TYP.)

(N) STEEL PLATE, (TYP.).

SEE DETAIL 6/S501.

(E) 12" +/- DIA. LOG COLUMNS TO BE

REMOVED AND REPLACED, (TYP.). DO

NOT DISCARD LOG COLUMNS; SALVAGE

AND STORE AT DIRECTION OF DNR.

(E) 5-1/2" DIA. (E) LOG RAFTERS TO REMAIN, (TYP.)

(E) 12" +/- DIA. LOG BEAMS TO REMAIN, (TYP.)

2'-

2" (T

YP

S501

EXISTING

(E) STONE WALL BELOW LOG BEAMS TO REMAIN

(E) CEDAR SHAKE ROOFING TO

BE REMOVED, DISCARDED, AND

REPLACED, SEE DETAIL 8/S501

(E) HIP SHINGLES TO BE REMOVED,

DISCARDED, AND REPLACED, SEE

DETAIL 9/S501

DIRECTION OF EXISTING

DECKING (TYP.); REMOVE,

DISCARD, AND REPLACE.

(E) PARTIAL HEIGHT STONE WALL

BELOW LOG COLUMNS TO REMAIN

NOTES:

1. REFER TO DETAIL 1/S501 FOR AN OVERALL VIEW OF THE WELL SHELTER.

2. EXISTING STRUCTURE TO BE PROTECTED DURING CONSTRUCTION.

3. INSTALL SHORING AS REQUIRED IN A MANNER THAT DOES NOT DAMAGE

EXISTING WELL SHELTER COMPONENTS.

8'-5" (TYP.)

S501

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W iss

, J an ne y, E lst ne r A ss oc ia te s, In c.

(W

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d isc la im s a ny re sp on sib ili ty fo r i ts u na ut ho riz ed u se

SHEET NO.

SHEET TITLE

REVIEWED

DRAWN

DATE

PROJECT NO.

F

E

D

C

B

87654321

A

1 2 3 4 5 6 7 8

Wiss, Janney, Elstner Associates, Inc.

30700 Telegraph Road, Suite 3580 Bingham Farms, Michigan 48025

248.593.0900 tel

Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Doylestown | Honolulu | Houston | Indianapolis | London | Los Angeles Milwaukee | Minneapolis | New Haven | New York | Northbrook (HQ) Philadelphia | Pittsburgh | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC

MARK DATE DESCRIPTION

CONSULTANT

PROJECT

CLIENT

DNR Ludington State Park Well Shelter Repairs

8800 M-116 Ludington, Michigan 49431

State of Michigan - Department of Technology, Management &

Budget Elliot-Larsen Building, P.O. Box

NGS/JDB

04.02.2026

RJS/JML

Well Shelter Plan S101

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

Schematic Well Shelter Roof Framing - Repair Plan

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

N

DTMB PROJECT NO. 751/24309.HJD

DTMB PROJECT NAME DNR LUDINGTON STATE PARK

WELL SHELTER REPAIRS

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

Schematic Well Shelter Roof Framing - Demolition Plan N

TYP. ALL

COLUMNSS501

INSTALL 3/4" x 3" LONG

BORATE RODS AT THE

ENDS OF EACH LOG

RAFTER, CENTERED. PLUG

THE ENDS OF THE HOLES

UTILIZING WOOD PLUGS

CREATED FROM SOUND

PORTIONS OF THE

EXISTING COLUMNS, AND

GLUE TO PLUGS IN PLACE.

EXISTING LOGS TO BE

REMOVED AND REPLACED

WITH STEEL POSTS WITH

LOG COVERS. RETAIN LOGS

AND COORDINATE STORAGE

LOCATION WITH DNR.

REPLACE EXISTING

ROOFING AND SHEATHING

WITH CEDAR SHAKE

ROOFING, INCORPORATING

HIP CAPS AND A NEW

COPPER RIDGE CAP.

REFER TO GENERAL

NOTES/SPECIFICATION AND

REFERENCE DETAILS 8 & 9.

S501

S501

S501 5A

S501 5B

NEW 1/2" x 6" GALVANIZED

THREAD-CUTTING SCREWS

(TYP.). PROVIDE NEW WOOD

PLUGS TO CONCEAL SCREWS.

ORIENT GRAIN OF PLUGS

VERTICALLY TO MATCH GRAIN

DIRECTION OF NEW POST

COVERS, AND GLUE PLUGS IN

PLACE.

PROVIDE DIRECT, TIGHT

CONTACT BETWEEN LOG

MEMBERS, AND IMMEDIATELY

PRIOR TO INSTALLATION OF

NEW SECTION, APPLY

WATERPROOF GLUE TO ENTIRE

VERTICAL SURFACE.

NEW GALVANIZED HSS 4x4x1/2

COLUMN

NEW SIMPSON A24Z ANGLE AT

3'-0" O.C. ON OPPOSITE SIDES

OF HSS COLUMN. SECURE WITH

1/2" DIA. THROUGH BOLT

1" AIRGAP

NEW 12" NOMINAL DIA. LOG

COLUMN COVER. SAW LOG IN

HALF LENGTH-WISE AND ROUT

OUT CENTER TO ACCOMMODATE

NEW STEEL COLUMN. MATCH

GRAIN BETWEEN PIECES. STAIN

TO MATCH EXISTING. MORTISE

OUT LOG COVERS TO PROVIDE A

RECESS FOR THE NEW ANGLES,

ALLOWING TIGHT CONTACT

BETWEEN THE LOG COVERS.

S501

S501

1/2" DIA. GALVANIZED STEEL

BOLT WITH MATCHING WASHER

AND HEX NUT.

END OF NEW ANGLE AND LOG

RECESS, ALLOWING TIGHT

CONTACT BETWEEN OUTSIDE

EDGES OF LOG COVER PIECES

DETAIL NOTES:

1. FIGURE SHOWN IS FOR REFERENCE ONLY AND WAS OBTAINED FROM NEW ROOF

CONSTRUCTION MANUAL BY CEDAR SHAKE & SHINGLE BUREAU (FIGURE 5).

2. REFER TO SPECIFICATIONS FOR MATERIAL SPECIFICATIONS AND MORE INFORMATION.

DETAIL NOTES:

1. FIGURE SHOWN IS FOR REFERENCE ONLY AND WAS OBTAINED FROM NEW ROOF

CONSTRUCTION MANUAL BY CEDAR SHAKE & SHINGLE BUREAU (FIGURE 8).

2. REFER TO SPECIFICATIONS FOR MATERIAL SPECIFICATIONS AND MORE INFORMATION.

EXISTING LOG BEAM

EXISTING LOG

COLUMN BELOW

EXISTING LOG BEAM

DETAIL NOTE: DETAIL WAS OBTAINED FROM THE ORIGINAL CONSTRUCTION

DRAWINGS DATED 1936. ACTUAL CONDITIONS MAY VARY. DETAIL PROVIDED

FOR REFERENCE ONLY.

EXISTING 12" NOMINAL

DIA. LOG BEAM

1/4" DIA. x 8" LONG SS

WOOD SCREW THREADED

STUD WITH SS STANDARD

NUT AT TOP AND BOTTOM

OF PLATE.

NEW 1/2" DIA. x 12" LONG

GALVANIZED ANCHOR ROD

WITH STANDARD

GALVANIZED WASHER AND

NUT + HIT-HY 200-R

ADHESIVE (TYP.)

PL 1/4x8x0'-8" GALVANIZED

STEEL BASE PLATE WITH 1/2"

CORNER RADII

USE GALVANIZED LEVEL

NUTS TO PROVIDE EVEN

BEARING SURFACE

1/2" DIA. WEEP HOLE IN

CENTER OF BASE PLATE

LOG COLUMN COVER

8"

A

IR

G

AP

F O

R D

R

AI

N

AG

E

S501

S501

3/16

3/16

S501 5A

S501

ROUTE BOTTOM

OF LOG COVERS

TO CONCEAL

BASE PLATE.

S501

8"

S501 5B

TYP. AT

FLOOR

TYP. AT

PARTIAL

HEIGHT

STONE WALL

EXISTING LOG BEAMS

LOG COLUMN COVER

1"

1"

1/4" DIA. x 8" LONG SS WOOD SCREW

THREADED STUD WITH SS STANDARD

NUT AT TOP AND BOTTOM OF PLATE.

MAINTAIN 2" MIN. EDGE DISTANCE TO

(E) LOG BEAM ALONG HEIGHT OF

FASTENER

PL1/4x8x0'-8" STEEL TOP PLATE

WITH 1/2" CORNER RADII

CREATE A FLAT SURFACE ON THE

UNDERSIDE OF EXISTING LOGS (I.E.,

DAP) TO RECEIVE NEW STEEL PLATE.

REFER TO DETAIL 6a/S501.

℄PLATE

EQ

EQ

4" 4"

1"

1"

3/16

NEW1/2" DIA. WEEP HOLE

LOG COLUMN COVER ABOVE

5A - AT FLOOR

5B - AT PARTIAL HEIGHT STONE WALL

1"

1"

NEW 1/2" DIA. x 12" LONG GALVANIZED

ANCHOR ROD WITH STANDARD SS

WASHER AND NUT + HIT-HY 200-R

ADHESIVE (TYP.). CONTACT ENGINEER

IF ANCHOR EDGE DISTANCE IS LESS

THAN 1-3/4"

3/16

NEW1/2" DIA. WEEP HOLE

LOG COLUMN COVER ABOVE

PERIMETER OF (E) STONE WALL BELOW

VI

F

NEW 1/2" DIA. x 12" LONG GALVANIZED

ANCHOR ROD WITH STANDARD SS

WASHER AND NUT + HIT-HY 200-R

ADHESIVE (TYP.). CONTACT ENGINEER

IF ANCHOR EDGE DISTANCE IS LESS

THAN 1-3/4"

CREATE A FLAT SURFACE ON THE

EXISTING LOGS (I.E., DAP) TO

RECEIVE NEW STEEL PLATE. SIZE

DAP TO CONCEAL STEEL PLATE AND

MAINTAIN 2" EDGE DISTANCE OF

FASTENERS.

SHORE ROOF FRAMING AS

NECESSARY TO INSTALL

TIMBER COLUMN

REPLACEMENTS

EXISTING WOOD SHEATHING

(TYP.)

EXISTING WOOD SHINGLE

(TYP.)

EXISTING LOG RAFTER (TYP.)

EXISTING LOG COLUMN (TYP.)

2"1"1/2"0"

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SHEET NO.

SHEET TITLE

REVIEWED

DRAWN

DATE

PROJECT NO.

F

E

D

C

B

87654321

A

1 2 3 4 5 6 7 8

Wiss, Janney, Elstner Associates, Inc.

30700 Telegraph Road, Suite 3580 Bingham Farms, Michigan 48025

248.593.0900 tel

Atlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | Detroit Doylestown | Honolulu | Houston | Indianapolis | London | Los Angeles Milwaukee | Minneapolis | New Haven | New York | Northbrook (HQ) Philadelphia | Pittsburgh | Portland | Princeton | Raleigh | San Antonio San Diego | San Francisco | Seattle | South Florida | Washington, DC

MARK DATE DESCRIPTION

CONSULTANT

PROJECT

CLIENT

DNR Ludington State Park Well Shelter Repairs

8800 M-116 Ludington, Michigan 49431

State of Michigan - Department of Technology, Management &

Budget Elliot-Larsen Building, P.O. Box

NGS/JDB

04.02.2026

RJS,LMJ

Well Shelter Details S501

1 SCALE: NTS

Well Shelter Overall View

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

Column Replaced Horizontal Section

8 SCALE: NTS

Reference Roofing Schematic

9 SCALE: NTS

Reference Roofing Hip and Ridge Schematic

7 SCALE: NTS

Existing Perimeter Log Beam to Column Connection Plan Detail

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

Column Replaced Partial Vertical Section

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

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

Beam to New Column Connection Plan Detail5 SCALE: 1 1/2" = 1'-0"

Base Plate Plan Detail 6a SCALE: 1 1/2" = 1'-0"

Beam to Column Connection Detail

2 SCALE: NTS

Well Shelter - View of Roof Underside

SHEET NOTE:

PROVIDE ACCESS TO ENGINEER TO ALLOW

REVIEW OF STRUCTURAL WORK PRIOR TO

INSTALLATION OF NEW LOG COLUMN

COVERS.

DTMB PROJECT NO. 751/24309.HJD

DTMB PROJECT NAME DNR LUDINGTON STATE PARK

WELL SHELTER REPAIRS