Project Plans.pdf

PROJECT LOCATION

PROJECT SITE

PROJECT LOCATION:

SHEET OF

United States Department of Agriculture

Forest Service

INDEX OF SHEETS

SHEET SHEET TITLE DATE

G-01 TITLE SHEET 12/4/2024

C-02 FLOOR PLAN & STRUCTURAL NOTES 12/4/2024

C-03 STRUCTURAL DETAILS 12/4/2024

C-04 SITE PICTURES 12/4/2024

314 EAST VARNUM STREET

MUNISING, MI 49862

2/3 /25

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EASTERN REGION

HIAWATHA NATIONAL FOREST - MUNISING RANGER DISTRICT

ALGER COUNTY

MICHIGAN

MUNISING WAREHOUSE OVERHEAD GARAGE DOOR

PROJECT

RECOMMENDED BY:

CIVIL ENGINEERING TECHNICIAN

APPROVED:

WEST ZONE ENGINEER DATE

DATE

PROJECT LOCATION

PROJECT DESCRIPTION:

MODIFICATIONS TO THE GROUND FLOOR FIRE GARAGE. THE

WORK INCLUDES REMOVAL OF TWO TIMBER COLUMNS AND THE

GARAGE DOOR HEADER AT THE EXTERIOR NORTH WALL AND

INSTALLING A NEW GLULAM GARAGE DOOR HEADER WITH TWO

CENTER COLUMNS TO PROVIDE SPACE FOR LARGER OVERHEAD

DOORS. THE WORK ALSO INCLUDES REMOVAL OF FOUR (4)

INTERIOR COLUMNS AND TWO (2) FLOORBEAMS AND

REPLACEMENT WITH TWO (2) LARGER FLOORBEAMS TO PROVIDE

CLEAR SPACE. TWO (2) NEW GARAGE DOORS, OPENERS AND

TRIMMING IS ALSO REQUIRED.

ThomasKidd Pencil

DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/3 /25

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; EASTERN REGION

MUNISING WAREHOUSE

OVERHEAD GARAGE

DOOR PROJECT

HIAWATHA

NATIONAL FOREST

MUNISING

RANGER DISTRICT

FLOOR PLAN

STRUCTURAL NOTES

12/4/2024

C. SMITH

J.ALLEN

G. JUNTTILA

U28-04351

C-02

4 2

DESIGN DATA (COMPLETED BY UP ENGINEERS

1. FLOOR SYSTEM (SECOND FLOOR): MBC 2015

DEFLECTION LIMITS = L/240 (DEFLECTION CRITERIA REDUCED WITH

APPROVAL OF FOREST SERVICE WHEN CONSIDERING BUILDING USE.)

LIVE LOAD = 80 PSF (OFFICE BUILDING CORRIDOR)

DEAD LOAD = 16 PSF

TOTAL LOAD = 96 PSF

GROUND SNOW LOAD (Pg) = 70 PSF

Ps = 0.7*Ce*Ct*Is*Pg

SLOPED ROOF SNOW LOAD (ps) = 49 PSF

SNOW LOAD FACTOR

SNOW EXPOSURE FACTOR LOAD (Ce) = 1.0

SNOW LOAD IMPORTANCE FACTOR (Is) = 1.0

THERMAL FACTOR (Ct) = 1.0

SLOPED ROOF FACTOR 8/12 PITCH (Cs)= 1.0

1. THE EXISTING UNDERLYING SOIL CONDITIONS ARE UNKNOWN. THE EXISTING

FOOTINGS ARE ESTIMATED TO BE SUFFICIENTLY SIZED TO ACCOMMODATE THE

MODIFIED STRUCTURE LAYOUT. AN ALLOWABLE BEARING CAPACITY OF 4,000 PSF IS

BEING ASSUMED BASED ON A FACTOR OF SAFETY OF 1.5.

GENERAL WOOD FRAMING:

1. GLULAM BEAMS TO BE 24F-V5, SP/SP. REFERENCE VALUES (KSI):

Fbx = 2.4 ksi, Fby = 1.7, Fvx = 0.300, Fvy = 0.260, Ex = 1,800

2. TIMBER COLUMNS TO BE SPF NO 1/NO 2 (OR BETTER)(DIMENSIONED

LUMBER). REFERENCE DESIGN VALUES (KSI):

Fc = 0.50, Fb = 0.50, Fv = 0.125, E = 1,000

FOUNDATIONS AND FOOTINGS:

REMOVE COLUMNS (4)

70'-2"

10'-3" 14'-8" 9'-10" 9'-8" 10'-11"

EXISTING 8"x8"

TIMBER

COLUMNS (TYP.)

REMOVE COLUMNS (2)

NEW 8"x8"

TIMBER COLUMNS

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

FIRST FLOOR PLAN

C-03

A

C-03

B

NEW GLULAM

HEADER

NEW 8"x8"

TIMBER COLUMN

NEW 8"x8"

TIMBER COLUMN

NEW GLULAM

FLOORBEAM

NEW GLULAM

FLOORBEAM

14'-8"

NOTES:

1. ONLY MAJOR STRUCTURAL ELEMENTS ARE SHOWN ON THE DRAWINGS.

OVERHEAD GARAGE DOORS, OPENERS, SENSORS, SIDING REPAIRS AND

WALL REPAIRS PER FOREST SERVICE ARE ALSO REQUIRED.

2. VERIFY REQUIRED ROUGH OPENING DIMENSIONS AND MODIFY IF

NECESSARY TO ACCOMMODATE APPROVED SELECTED OVERHEAD GARAGE

DOORS.

3. FIELD VERIFY CEILING CLEARANCE FOR OPENINGS IF NECESSARY, BY

ADDING LUMBER OR STEEL SPACERS.

4. FURNISH AND INSTALL SECTIONAL OVERHEAD DOORS AS PROVIDED IN THE

SPECIFICATIONS WITH A MINIMUM SIZE OF 13 FEET WIDE BY 9 FEET HIGH.

OVERHEAD DOORS TO CLOSELY MATCH THE EXISTING STYLE/PATTERN OF

EXISTING DOORS.

5. FURNISH/INSTALL TWO (2) ELECTRIC DOOR OPENERS AS PROVIDED IN THE

SPECIFICATIONS.

CONSTRUCTION NOTES:

1. ALL INSTALLATIONS SHALL BE IN FULL COMPLIANCE WITH THE

MANUFACTURERS RECOMMENDED INSTALLATION GUIDES AND APPLICABLE

CODES.

2. CONTRACTOR SHALL REMOVE AND DISPOSE OF COMPONENTS NOT

DESIGNATED FOR RE-USE.

3. CONTRACTOR SHALL PROVIDE TEMPORARY SUPPORT FOR EXISTING

UTILITIES ON EXISTING STRUCTURAL MEMBERS AND REATTACH TO NEW

STRUCTURAL MEMBERS; IF AN UNAVOIDABLE STRUCTURAL MEMBER IS

ENCOUNTERED, THE CONTRACTOR SHALL NOT ALTER THE STRUCTURAL

MEMBER WITHOUT PRIOR APPROVAL OF THE COR.

4. ALL WALL/CEILING PENETRATIONS SHALL BE SEALED WITH APPROVED

MATERIALS.

5. SCALES PROVIDED ARE FOR GENERAL INFORMATION ONLY. CONTRACTOR

SHALL BE RESPONSIBLE FOR ACCURATE MEASUREMENTS AND LAYOUT OF

BUILDING COMPONENTS.

6. SUBMIT SHOP DRAWINGS/MATERIALS FOR ALL STRUCTURAL COMPONENTS:

COLUMNS, BEAMS, FASTENERS, OVERHEAD DOORS, LIFT MOTORS,

SENSORS AND EXTERIOR RESTORATION COMPONENTS.

7. THE WAREHOUSE MUST BE KEPT SECURE AT ALL TIMES.

8. EXTERIOR CANOPY SUPPORTS WILL CONSIST OF UTILIZING EXISTING,

RELOCATING, OR ADDITIONAL (NEW) TO BE APPROVED BY THE COR.

EXISTING

GARAGE DOORS

TO BE LEFT

AND ARCHITECTS, INC.):

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DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

2/3 /25

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; EASTERN REGION

MUNISING WAREHOUSE

OVERHEAD GARAGE

DOOR PROJECT

HIAWATHA

NATIONAL FOREST

MUNISING

RANGER DISTRICT

STRUCTURAL

DETAILS

12/4/2024

C. SMITH

J.ALLEN

G. JUNTTILA

U28-04351

C-03

4 3

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CUT EX. 13.5x7.5" HEADER

PROP. 8.5x15"x29'-4" HEADER, GLU-LAM 24F-V5 (FIELD VERIFY LENGTH)

EX. 1" THICK FLOOR BOARDS

13'-2

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M O

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SIMPSON STAND-OFF BASE,

ABU88Z W/2 5/8"Øx8" ANCHOR

BOLTS DRILLED AND EPOXY

ANCHOR INTO EX. CONCRETE

ASSUMED EX. 4" THICK

CONCRETE FLOOR WITH

ASSUMED FROST WALL WITH

STRIP FOOTING OR THICKENED

SLAB EDGE

PROP. GARAGE

OPENING #1

13'-2

PROP. GARAGE

OPENING #2

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

SECTION A - EXTERIOR WALL

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

SECTION B - INTERIOR WALL

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PROP. 10.5x18"x30'-0" FLOORBEAM, GLU-LAM 24F-V5 (FIELD VERIFY LENGTH)

EX. 1" THICK FLOOR BOARDS

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ASSUMED EX. 4" THICK CONCRETE FLOOR

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EX. SECOND FLOOR

3x10" JOISTS @ 12" O.C.

EX. SECOND FLOOR

3x10" JOISTS @ 12" O.C.

SIMPSON STRONGTIE

ECCQ98SDS2.5

(ROTATE STRAPS 90°)

SIMPSON STRONGTIE

ECCQ98SDS2.5

(ROTATE STRAPS 90°)

SIMPSON STRONGTIE

ECCU88SDS2.5

(ROTATE STRAPS 90°)

CUSTOM SADDLE

SIMPSON STRONGTIE

ECCU88SDS2.5

(ROTATE STRAPS 90°)

CUSTOM SADDLE

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

CUSTOM SADDLE DETAIL

8"

8"

1/4" THICK

5/8" Ø THRU BOLTS (TYP.)

REMOVE EXISTING

GUSSET PLATE

CONNECTOR

EXISTING PAD FTGS

UNKNOWN (TYP)

REMOVE EXISTING

GUSSET PLATE

CONNECTOR

3"

4"

8"

11/16" Ø HOLES

(TYP.)

SIMPSON STAND-OFF BASE,

ABU88Z W/2 5/8"Øx8" ANCHOR

BOLTS DRILLED AND EPOXY

ANCHOR INTO EX. CONCRETE

SIMPSON STAND-OFF BASE,

ABU88Z W/2 5/8"Øx8" ANCHOR

BOLTS DRILLED AND EPOXY

ANCHOR INTO EX. CONCRETE

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SIMPSON STRONGTIE

CCQ98SDS2.5

(2) TREATED 2x8 STUDS

BETWEEN COLUMNS

(SECURE TO COLUMNS)

SIMPSON STRONGTIE RPBZ

(2 PER BEAM, SHIM AS

REQUIRED)

SIMPSON STRONGTIE RPBZ

(2 PER BEAM, SHIM AS

REQUIRED)

NOTES:

· FIELD VERIFY ALL DIMENSIONS AND EXISTING CONSTRUCTION

· FILL IN SPACE FOR ROUGH OPENING WITH TREATED WOOD

PER THE FOREST SERVICE.

· INSTALL SIDING AND DOOR TRIM TO MATCH EXISTING PER

THE FOREST SERVICE.

· MODIFY OR RELOCATE OVERHEAD SUPPORTS.

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DRAWING TITLE

DRAWN

DESIGNER

CHECKED

ARCHIVE NO.

DATE

PROJECT NO.

DWG SHEET NO.

OFSHEET

United States Department of Agriculture Forest Service

1/2 8/2

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; EASTERN REGION

MUNISING WAREHOUSE

OVERHEAD GARAGE

DOOR PROJECT

HIAWATHA

NATIONAL FOREST

MUNISING

RANGER DISTRICT

SITE PICTURES

12/4/2024

C-04

BUILDING EXTERIOR LOOKING SOUTH INTERIOR COLUMNS TO BE REMOVED EAST SIDE INTERIOR

INSIDE LOOKING TOWARD DOORS OVERHANG SUPPORTS TO BE ADJUSTED INTERIOR BEAMS TO BE REPLACED

HEADER ABOVE EXISTING DOOR OVERHEAD DOOR RAILS/OPENERS TO BE REMOVED INTERIOR BEAMS TO BE REPLACED

T. KIDD

D. DEVET

T. KIDD

01/30/2025

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