IFB DWGS-751-19193.SMD_2026-10-12.pdf

100 S. JEFFERSON AVENUE, SUITE 601

SAGINAW, MICHIGAN 48607

PHONE: (989) 752-8107

EMAIL: DESIGN@WTAARCH.COM

OFFICE OF THE ARCHITECT:

ARCHITECTS

PROJECT

SITE

BELLE ISLE

PARK

WINDSOR

LAKE

ST. CLAIR

GROSSE

POINTE

DEARBORN

GRAND RIVER AVE

W O

O D

W A

R D

A V

E

G R

A T

IO

T A

V E

E. J

EFFERSON AVE.

E . G

R A

N D

B

LV

D

DETROIT R

IVER

SOUTHFIELD WARREN

EASTPOINTE

DETROIT

ROWE PROFESSIONAL SERVICES COMPANY

27280 HAGGERTY ROAD, SUITE C-2

FARMINGTON HILLS, MICHIGAN 48331

PHONE: (248) 675-1096

FAX: (800) 974-1704

CIVIL ENGINEER:

MACMILLAN ASSOCIATES, INC.

714 E. MIDLAND STREET

BAY CITY, MICHIGAN 48706

PHONE: (989) 894-4300

FAX: (989) 864-9930

STRUCTURAL ENGINEER:

DEPARTMENT OF NATURAL RESOURCES (DNR)

PARKS & RECREATION DIVISION

99 PLEASURE DRIVE

BELLE ISLE PARK

DETROIT, MICHIGAN 48207

AGENCY:

ELECTRICAL ENGINEER:

PETER BASSO ASSOCIATES

5145 LIVERNOIS, SUITE 100

TROY, MICHIGAN 48098

PHONE: (866) 950-9760

FAX: (248) 879-0007

11 PLEASURE DRIVE

BELLE ISLE PARK

DETROIT, MICHIGAN 48207

PROJECT LOCATION:

CODE INFORMATION:

• 2021 MICHIGAN BUILDING CODE (MBC)

• 2012 NFPA 101 LIFE SAFETY CODE

• NFPA 70 NATIONAL ELECTRICAL CODE WITH PART 8

RULES (2023)

1. PROPOSED USE: UTILITY (U) - BARN (312)

2. CONSTRUCTION TYPE: V-B (601)

3. ALLOWABLE BUILDING HEIGHT: 40 FT (504.3)

4. ALLOWABLE BUILDING AREA: 5,500 SQ.FT. (506.2)

A. PROPOSED:

FIRST FLOOR: 3,000 SQ.FT.

MEZZANINE FLOOR: 246 SQ.FT.

TOTAL: 3,246 SQ.FT.

5. NO SPRINKLER SYSTEM REQUIRED (903)

A. NOT PROVIDED

6. NO FIRE ALARM REQUIRED (907)

A. NOT PROVIDED

7 . SPACE HEATING SYSTEMS (MMC 309.1)

A. NO HEATING FACILITIES AS PRIMARY PURPOSE IS

NOT ASSOCIATED WITH HUMAN COMFORT.

8. TOILET FACILITIES (MPC TABLE 403.1)

A. STAFF WILL HAVE ACCESS TO TOILET FACILITIES

AT ADJACENT DNR HEADQUARTERS BUILDING.

PROJECT DESCRIPTION

THIS PROJECT INCLUDES CONSTRUCTION OF A NEW

STAND-ALONE COLD STORAGE POLE BUILDING FOR

THE DNR HEADQUARTERS BUILDING ON BELLE ISLE.

THE NEW STRUCTURE WILL NOT BE REGULARLY

OCCUPIED OR STAFFED AND WILL BE USED FOR

EQUIPMENT AND MATERIAL STORAGE AND WILL NOT

INCLUDE ANY REPAIR, OFFICE, OR PLUMBING

FACILITIES.

MICHIGAN DEPARTMENT OF TECHNOLOGY,

MANAGEMENT & BUDGET (DTMB)

3111 W. ST. JOSEPH ST.

BUILDING 100

LANSING, MI 48917

OWNER:

SCHEDULE OF UNIT PRICES:

UNIT PRICE NO. 1: EXCAVATION

1. DESCRIPTION: PROVIDE EXCAVATION WORK

TO REMOVE UNSUITABLE SOILS IN

ACCORDANCE WITH SOILS INVESTIGATION

REPORT.

2. UNIT MEASUREMENTS: CUBIC YARD

UNIT PRICE NO. 2: ENGINEERED FILL

1. DESCRIPTION: PROVIDE ENGINEERED FILL TO

SUPPORT FOUNDATIONS IN ACCORDANCE

WITH SOILS INVESTIGATION REPORT.

2. UNIT MEASUREMENTS: CUBIC YARD

UNIT PRICE NO. 3: COURSE STONE FILL

1. DESCRIPTION: PROVIDE COARSE STONE FILL

AT BOTTOM OF FOUNDATION EXCAVATIONS

FOR STABILIZATIONS IN ACCORDANCE WITH

SOILS INVESTIGATION REPORT.

2. UNIT MEASUREMENTS: CUBIC YARD

UNIT PRICE NO. 4: CHAIN LINK FENCE

1. DESCRIPTION: PROVIDE CHAIN LINK FENCING

AS INDICATED IN CIVIL ENGINEERING

DRAWINGS.

2. UNIT MEASUREMENTS: 10-FOOT SECTION

PROJECT TITLE

989 752 8107 COPYRIGHT ©

WTAARCH.COM

A

Saginaw, Michigan 48607

100 S Jefferson Ave, Suite 601

RCHITECTS

PROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET NUMBER

SHEET TITLE

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

ADAM P. LACH, RA, DIRECTOR

FILE NO.

INDEX NO. CONTRACT NO.

INDEX OF DRAWINGS:CONTACTS:

DEPARTMENT OF NATURAL RESOURCES

/1

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2019131

OCTOBER 9, 2026

J.R.G.

BELLE ISLE STATE PARK

TS

DETROIT, MICHIGAN

NEW STORAGE BUILDING FOR:

BELLE ISLE STATE PARK

NEW STORAGE BUILDING FOR:

TITLE SHEET

DETROIT, MICHIGAN

751/19193.SMD

5603 Y22166

STRUCTURAL

S2.01 FOUNDATION PLAN, ROOF FRAMING

PLAN AND DETAILS

S3.01 NOTES AND SCHEDULES

ELECTRICAL

E0.01 ELECTRICAL STANDARDS AND DRAWING

INDEX

E0.02 ELECTRICAL STANDARD SCHEDULES

E0.04 ELECTRICAL SITE PLAN

E1.01 ELECTRICAL NEW WORK PLAN

E5.01 ONE LINE DIAGRAM

TS TITLE SHEET

NORTH SCALE: N.T.S.

LOCATION MAP

CIVIL

C1 COVER SHEET

C2 LEGEND SHEET

C3 NOTE SHEET

C4 DETAIL SHEET

C5 EXISTING CONDITIONS SHEET

C6 EXISTING CONDITIONS SHEET CONT.

C7 SITE PLAN SHEET

C8 SESC KEY SHEET

ARCHITECTURAL

A1.01 ARCHITECTURAL SITE PLAN

A2.21 FIRST FLOOR & PARTIAL MEZZANINE

FLOOR PLANS

A5.11 EXTERIOR ELEVATIONS & BUILDING

SECTIONS

A5.21 WALL SECTIONS, DETAILS & SCHEDULES

A6.21 ROOF PLAN, CEILING PLANS & DETAILS NO. REVISION DATE

ISSUED FOR BIDS 10/09/26

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GPR FO GPR FO GPR FO

GPR STM GPR STM GPR STM

GPR SAN GPR SAN GPR SAN

GPR CATV GPR CATV GPR CATV

GPR WTR GPR WTR GPR WTR

GPR ELEC GPR ELEC GPR ELEC

GPR TELE GPR TELE GPR TELE

GPR GAS GPR GAS GPR GAS

GPR MISC GPR MISC GPR MISC

GPR UNK GPR UNK GPR UNK

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BAY 1

BAY 2

BAY 3

BAY 4

BAY 5

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PROJECT WORK LIMITS

EXISTING DNR PARK

HEADQUARTERS BUILDING CONTRACTOR SHALL KEEP ACCESS DRIVE

OPEN THROUGHOUT CONSTRUCTION FOR

OWNER USE AND ACCESS

EXISTING FUEL STORAGE

TANKS TO BE RELOCATED

PLEASURE DRIVE

P

LE

A S

U R

E D

R

IV

E

SUNSET DRIVE

S U

N S

E T

D R

IV

E

LOITER W

AYIN

S E

L R

U H

E A

V E

EXISTING

STABLES

FACILITY

EXISTING TRASH COMPACTOR

TO BE RELOCATED

REMOVE EXISTING RAMP AND

WALL FOR TRASH COMPACTOR

FUEL DISPENSING SYSTEM SCOPE OF WORK:

THE DESIGN INTENT IS TO RELOCATE TWO EXISTING

DOUBLE-WALLED FUEL STORAGE TANKS TO NEW

CONCRETE FUELING PAD. A THIRD EXISTING SINGLE-

WALLED FUEL STORAGE TANK IS TO BE REPLACED

WITH A NEW DOUBLE-WALLED TANK OF MATCHING

SIZE AND CAPACITY. PROVIDE NEW AST PUMPS WITH

CLOCK GAUGE ALARM FOR EACH TANK AND ALL

NECESSARY ACCESSORIES FOR A FULLY

OPERATIONAL AND COMPLIANT SYSTEM.

CONTRACTOR SHALL BE RESPONSIBLE FOR

PROVIDING DESIGN AND INSTALLATION OF A

COMPLETE FUEL DISPENSING SYSTEM IN COMPLIANCE

WITH ALL APPLICABLE CODES AND REGULATIONS.

SCOPE SHALL INCLUDE INSTALLATION OF

UNDERGROUND ELECTRICAL POWER AND ALL

CONNECTIONS FROM NEW POLE BUILDING TO FUEL

TANKS.

TRASH COMPACTOR SCOPE OF WORK:

THE DESIGN INTENT IS TO RELOCATE AN EXISTING

TRASH COMPACTOR FROM ITS CURRENT LOCATION TO

A NEW PAD ADJACENT TO THE NEW POLE BUILDING.

CONTRACTOR SHALL BE RESPONSIBLE FOR

CONSTRUCTION OF THE NEW PAD LOCATION AND

INFRASTRUCTURE INDICATED ON THE DRAWINGS.

MOVING THE EXISTING UNIT, INCLUDING

DISCONNECTING AND RECONNECTION OF POWER TO

BE PERFORMED BY:

REACTION DISTRIBUTING

19 BROCK STREET

AJAX, ONTARIO, L1S 1S9

(905) 426-6442 EXT 1001

www.reactiondistributing.com

CONTRACTOR SHALL REMOVE EXISTING

INFRASTRUCTURE AT CURRENT COMPACTOR

LOCATION AFTER RELOCATION, INCLUDING REMOVAL

OF RAMP, WALL, AND CUTTING AND CAPPING

ELECTRICAL POWER. PROVIDE LAWN RESTORATION AT

AREA OF RAMP REMOVAL AS REQUIRED.

GENERAL SITE PLAN NOTES:

1. ARCHITECTURAL SITE PLAN INDICATED ON THIS

SHEET IS FOR DIAGRAMMATIC PURPOSES ONLY.

2. REFER TO CIVIL DOCUMENTS FOR BENCHMARKS,

BOUNDARIES, EASEMENTS, ETC.

1 1/2" DIA. STEEL GUARDRAIL,

PAINTED 'SAFETY YELLOW'

1 1/2" DIA. STEEL GUARDRAIL,

PAINTED 'SAFETY YELLOW'

10' -

11' -

" V .I.

F.

10' -

CONCRETE DRIVE PER CIVIL DWGS.

FOOTING BELOW PER STRUCTURAL DWGS.

A1.01

A1.01

CONCRETE PAD PER CIVIL DWGS.

M

IN

1 1/2" DIA. SCH. 80 STEEL PIPE

GUARDRAIL,

PAINTED 'SAFETY YELLOW'

3/8" X 4" X 8" BASE PLATE AT

POSTS W/ (2) 1/2" DIA. S.S.

ANCHORS USING HILTI HIT-RE 500

V3 EPOXY @ 5" GA. (6 1/2" EMBED)

1 1/2" DIA. SCH. 80 STEEL PIPE

MID RAIL,

PAINTED 'SAFETY YELLOW'

1 1/2" DIA. SCH. 80 STEEL PIPE GUARDRAIL,

PAINTED 'SAFETY YELLOW'

M

IN

ROUNDED, TYP. EACH END

CONCRETE RETAINING WALL

PER STRUCTURAL AND CIVIL

DWGS.

1 1/2" DIA. SCH. 80 STEEL PIPE

MID RAIL,

PAINTED 'SAFETY YELLOW'

PROJECT TITLE

989 752 8107 COPYRIGHT ©

WTAARCH.COM

A

Saginaw, Michigan 48607

100 S Jefferson Ave, Suite 601

RCHITECTS

PROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET NUMBER

SHEET TITLE

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

ADAM P. LACH, RA, DIRECTOR

FILE NO.

INDEX NO. CONTRACT NO.

DEPARTMENT OF NATURAL RESOURCES

/1

/2

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A

M C

U s e rs

\r s o v a \D o c u m e n ts

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Is le

H d q tr s M a in t& S to ra g e V rs o v a W

T A

.r v t

W T

A

2019131

OCTOBER 9, 2026

J.R.G.

BELLE ISLE STATE PARK

A1.01

DETROIT, MICHIGAN

NEW STORAGE BUILDING FOR:

ARCHITECTURAL SITE

PLAN

751/19193.SMD

5603 Y22166

NO. REVISION DATE

ISSUED FOR BIDS 10/09/26

NORTH

SCALE: 1/8" = 1'-0"A1.01

RETAINING WALL GUARDRAIL PLAN1

SCALE: 1 1/2" = 1'-0"A1.01

RETAINING WALL GUARDRAIL DETAIL2

SCALE: 3/4" = 1'-0"A1.01

PARTIAL RETAINING WALL GUARDRAIL ELEVATION3

GENERAL PLAN NOTES:

1. COLUMN LINES ARE DIMENSIONED FROM INSIDE

FACE OF HORIZONTAL 2X WALL GIRTS TO THE

CENTER OF THE COLUMN, EXCEPT FOR CORNER

COLUMNS, UNLESS NOTED OTHERWISE.

2. REFER TO ALL ARCHITECTURAL, CIVIL,

STRUCTURAL AND ELECTRICAL FOR RELATED

WORK.

3. CONTRACTOR IS RESPONSIBLE TO ENSURE ALL

WORK CONFORMS WITH APPLICABLE NATIONAL,

STATE AND LOCAL CODES, LAWS AND

REGULATIONS.

1/A5.11

/A

.1

2/A5.11

/A

.1

A A

B B

E E

F F

80' - 0" OVERALL

O

V E

R A

L L

/4

/2

/4

8' - 0" 4' - 0" 4' - 0" 14' - 5 1/2" 6' - 4" 6' - 5" 6' - 4" 14' - 5 1/2" 8' - 0" 8' - 0"

6' - 4" 1' - 8" 4' - 0" 4' - 0" 14' - 5 1/2" 6' - 4" 6' - 5" 6' - 4" 14' - 5 1/2" 8' - 0" 8' - 0"

/4

/2

/4

O

V E

R A

L L

80' - 0" OVERALL

A

A5.11

B

A5.11

C

A5.11

C C

D D

4" 2 3/4" 14' - 0" OHD 2 3/4" 4"

4" 2 3/4" 14' - 0" OHD 2 3/4" 4"

4" 2 3/4" 14' - 0" OHD 2 3/4" 4" 4" 2 3/4" 14' - 0" OHD 2 3/4" 4"

/4

/4

/4

/4

BAY 1 BAY 2 BAY 3 BAY 4 BAY 5

1 1 1 1

4 4

001.1 005.1

1' - 0"

1' - 0"

1' - 0"

1' - 0"

002.1 004.1

004.2002.2

A2.21

UP

100' - 0"

A2.21

5' - 0"

5' - 0"

1' - 0"

4' - 6" 7 T @ 12" = 7' - 0"

1' - 0"

E.3 E.3

1.7

1.7

1' - 0"

A2.21

1' - 0"

/A

.1

A A

B B

E E

F F

A

A5.11

B

A5.11

C C

D D

MEZZANINE

/4

/2

/4

A2.21

DN

DN

OPEN TO

BELOW

109' - 0"

A2.21

1' - 0" 4' - 6"

8' - 0" 4' - 0"

A2.21

E.3 E.3

6' - 1 1/4" 6' - 1 1/2"

/4

/4

1.7

1.7

C L

E A

R W

ID

T

H

A2.21

4' - 0"

T

12' - 2 3/4"

1' - 0"

FIRST FLR

100' - 0"

MEZZ. FLR

109' - 0"

FD

R

/4

/4

R

/4

/4

/4

/4

A2.21

WOOD STAIR TREADS

W/ OPEN RISERS

WOOD STRINGER SUPPORTS

BOTH SIDES AND MIDDLE

BAY 1

MEZZANINE

WOOD GUARDRAIL,

UNPAINTED

E.3

9 T @ 12" = 9' - 0"

LANDING

5' - 6" 1' - 0"

A2.21

A2.21

DOUBLE 2x HEADER

MAX. 21" DIA. OPENING,

TYP.

1 1/2" DIA. STEEL PIPE

HANDRAIL, UNPAINTED

FIRST FLR

100' - 0"

MEZZ. FLR

109' - 0"

1 3

A2.21

R

/4

/4

R

/4

/4

WOOD STAIR TREADS W/

OPEN RISERS

WOOD STRINGER SUPPORTS

BOTH SIDES AND MIDDLE

2x P.T. THRUST BLOCK, 3/8" HILTI KWIK BOLT TZ2, EMBED 1-1/2", (1) BOLT AT

EA. STRINGER MIN.

BAY 1

MEZZANINE WOOD GUARDRAIL,

PAINTED

A2.21

7 T @ 12" = 7' - 0"

LANDING

4' - 6"1' - 0"

A2.21

MAX. 21" DIA. OPENING,

TYP.

2x4 KNEE WALL

1.7

1 1/2" DIA.

STEEL PIPE

HANDRAIL,

UNPAINTED

1' - 0"

/2

/2

2x4 TOP RAIL

2x4 RAIL

2x4 MID RAIL

2x4 POST

ROUNDED EDGES

3/4" APA RATED

SHEATHING

2x6 BOTTOM RAIL

2x6 BETWEEN

POSTS

1/2" DIA. THRU-

BOLTS W/ NUT &

WASHER PER

STRUCT. DWGS.

2x4 TOP RAIL

2x4 RAIL

2x4 MID RAIL

2x4 POST

STAIR STRINGER

STAIR STRINGER

BEYOND

ROUNDED EDGES

/2

1 1/2" DIA. STEEL

PIPE HANDRAIL,

UNPAINTED

STAINLESS

STEEL BRACKET

1/2" DIA. THRU-

BOLTS W/ NUT &

WASHER PER

STRUCT. DWGS.

FIRST FLR

100' - 0"

EXTR. MTL. WALL

PANELS

2x6 WALL GIRTS

3/4" PLYWD. BACKER

BOARD

CONC. SLAB

NOTE:

PROVIDE AND INSTALL ALL EQUIPMENT

BACKING BOARDS IN STRICT

ACCORDANCE WITH THE ELECTRICAL

SPECIFICATIONS, LOCAL BUILDING

CODES, AND THE LATEST EDITION OF

THE NATIONAL ELECTRICAL CODE (NEC).

GRADE BEAM

1/2" APA RATED

SHEATHING

FOUNDATION DESIGN INTENT

THE DESIGN INTENT IS TO CONSTRUCT THIS BUILDING

USING CONVENTIONAL PIERS AND FOOTINGS RESTING

ON NATIVE, NON-ORGANIC SOILS, AS DESCRIBED IN

THE SOILS INVESTIGATION REPORT PREPARED BY

MCDOWELL & ASSOCIATES. ALL NON-ENGINEERED FILL

SOILS, ORGANIC SUBSTANCES, OR EXCESSIVELY

WEAK SOILS SHOULD BE REMOVED IN ACCORDANCE

WITH THEIR REPORT AND REPLACED WITH

ENGINEERED FILL. CONTRACTOR SHALL BE

RESPONSIBLE FOR ENGAGING THE SOILS ENGINEER

DURING EXCAVATION AND CONSTRUCTION TO

MONITOR OPERATIONS AND VERIFY SOIL SUITABILITY

AND BEARING CAPACITY.

FOR BIDDING PURPOSES, THE CONTRACTOR SHALL

INCLUDE THE FOLLOWING IN BASE BID AMOUNT:

• EXCAVATE FOR ALL FOOTINGS AND

FOUNDATIONS TO A DEPTH OF 9’-6” BELOW

GRADE

• PROVIDE ENGINEERED FILL PER SOILS

INVESTIGATION RECOMMENDATIONS TO

BOTTOM OF FOUNDATION BEARING ELEVATION

• BACKFILL FOUNDATIONS USING NATIVE SOILS;

SPOILS WILL BE SPREAD ON SITE AT THE

DIRECTION OF THE OWNER

• PROVIDE DEWATERING FOR EXCAVATIONS AS

REQUIRED

CONTRACT AMOUNTS WILL BE ADJUSTED BASED ON

THE ACTUAL WORK PERFORMED USING UNIT COST

PRICING. REFER TO UNIT COSTS FOR ADDITIONAL

INFORMATION.

PROJECT TITLE

989 752 8107 COPYRIGHT ©

WTAARCH.COM

A

Saginaw, Michigan 48607

100 S Jefferson Ave, Suite 601

RCHITECTS

PROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET NUMBER

SHEET TITLE

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

ADAM P. LACH, RA, DIRECTOR

FILE NO.

INDEX NO. CONTRACT NO.

DEPARTMENT OF NATURAL RESOURCES

/1

/2

:4

:0

A

M C

U s e rs

\r s o v a \D o c u m e n ts

\C E

N T

R A

L -2

-B e lle

Is le

H d q tr s M a in t& S to ra g e V rs o v a W

T A

.r v t

W T

A

2019131

OCTOBER 9, 2026

J.R.G.

BELLE ISLE STATE PARK

A2.21

DETROIT, MICHIGAN

NEW STORAGE BUILDING FOR:

FIRST FLOOR & PARTIAL

MEZZANINE FLOOR

PLANS

751/19193.SMD

5603 Y22166

NORTH

SCALE: 1/4" = 1'-0"A2.21

FIRST FLOOR CONSTRUCTION PLAN1

NORTH

SCALE: 1/4" = 1'-0"A2.21

PARTIAL MEZZANINE CONSTRUCTION PLAN2

SCALE: 3/8" = 1'-0"A2.21

STAIR SECTION4

SCALE: 3/8" = 1'-0"A2.21

STAIR SECTION3

SCALE: 3/4" = 1'-0"A2.21

WOOD GUARDRAIL @ MEZZ.5

SCALE: 3/4" = 1'-0"A2.21

WOOD GUARDRAIL @ STAIR6

PLAN KEYNOTES

1 CONCRETE FLOOR SLAB ON VAPOR BARRIER

PER STRUCT. DWGS.

2 PRE-FINISHED FORMED METAL WALL PANELS

(RE: SPEC.), ON 2x6 WALL GIRTS PER STRUCT.

DWGS.

3 PRE-FINISHED FORMED METAL WALL PANELS

(RE: SPEC.), ON 1/2" APA RATED SHEATHING ON

2x6 WALL GIRTS PER STRUCT. DWGS.

4 CONCRETE APRON PER CIVIL DWGS.

5 LINE OF CONTINUOUS REINFORCED CONCRETE

GRADE BEAM PER STRUCT. DWGS.

6 PRESSURE TREATED TIMBER WOOD COLUMN

PER STRUCT. DWGS.

7 6" DIA. BOLLARD, TYP. PER CIVIL DWGS.

8 CONCRETE SUPPORTED ENTRY SLAB PER

STRUCT. DWGS.

9 24" WIDE STORAGE SHELVING UNITS, BY OWNER.

10 FENCING & GATE ENCLOSURE SYSTEM. PROVIDE

LATCH AND HOLD SWING IN FOR GATE DOOR.

11 WOOD GUARDRAIL SYSTEM, UNPAINTED.

12 1 1/2" DIAMETER STEEL PIPE HANDRAIL,

UNPAINTED.

13 LINE OF MEZZANINE ABOVE.

14 SAFETY SWING GATE SYSTEM WITH SIDE RAILS.

SPEC: FABENCO MZ CH-SERIES, MODEL

#CH15-64PC.

15 ELECTRICAL EQUIPMENT PER ELEC. DWGS.

16 PROVIDE 3/4" X 4' X 8' PLYWOOD BACKER BOARD

FOR ELECTRICAL EQUIPMENT (RE: DETAIL THIS

SHEET).

SCALE: 1/2" = 1'-0"A2.21

WALL BACKING SECTION7

NO. REVISION DATE

FIRST FLR

100' - 0"

RE: STRUCT

B.O. FTG

B.O. TRUSS

116' - 0"

MEZZ. FLR

109' - 0"

A B E F

A

A5.11

C D

001.1

E.3

4"

12"

4"

12" 31

1' - 0"

1' - 0"

FIRST FLR

100' - 0"

RE: STRUCT

B.O. FTG

B.O. TRUSS

116' - 0"

MEZZ. FLR

109' - 0"

ABEF

A

A5.11

CD

005.1

E.3

4"

12"

4"

12" 31

1' - 0" 1' - 0"

FIRST FLR

100' - 0"

RE: STRUCT

B.O. FTG

B.O. TRUSS

116' - 0"

MEZZ. FLR

109' - 0"

134691011

B

A5.11

C

A5.11

004.1 002.1

31 31

32 32

1.77 2

FIRST FLR

100' - 0"

RE: STRUCT

B.O. FTG

B.O. TRUSS

116' - 0"

MEZZ. FLR

109' - 0"

1 3 4 6 9 10 11

B

A5.11

C

A5.11

5 8

002.2 004.2

1.7 72

FIRST FLR

100' - 0"

RE: STRUCT

B.O. FTG

B.O. TRUSS

116' - 0"

MEZZ. FLR

109' - 0"

1 3 4 6 9 10 11

B

A5.11

C

A5.11

5 8

BAY 1 BAY 2 BAY 3

MEZZANINE

BAY 4 BAY 5

A5.21

1.7 72

FIRST FLR

100' - 0"

RE: STRUCT

B.O. FTG

B.O. TRUSS

116' - 0"

MEZZ. FLR

109' - 0"

ABEF

A

A5.11

CD

BAY 1

A5.21

001.1

E.3

4"

12"

4"

12"

FIRST FLR

100' - 0"

RE: STRUCT

B.O. FTG

B.O. TRUSS

116' - 0"

ABEF

A

A5.11

CD

BAY 4

E.3

4"

12"

4"

12"

PROJECT TITLE

989 752 8107 COPYRIGHT ©

WTAARCH.COM

A

Saginaw, Michigan 48607

100 S Jefferson Ave, Suite 601

RCHITECTS

PROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET NUMBER

SHEET TITLE

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

ADAM P. LACH, RA, DIRECTOR

FILE NO.

INDEX NO. CONTRACT NO.

DEPARTMENT OF NATURAL RESOURCES

/1

/2

:4

:0

A

M C

U s e rs

\r s o v a \D o c u m e n ts

\C E

N T

R A

L -2

-B e lle

Is le

H d q tr s M a in t& S to ra g e V rs o v a W

T A

.r v t

W T

A

2019131

OCTOBER 9, 2026

J.R.G.

BELLE ISLE STATE PARK

A5.11

DETROIT, MICHIGAN

NEW STORAGE BUILDING FOR:

EXTERIOR ELEVATIONS &

BUILDING SECTIONS

751/19193.SMD

5603 Y22166

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

WEST ELEVATION

4/A5.11

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

EAST ELEVATION

3/A5.11SCALE: 1/8" = 1'-0"

NORTH ELEVATION

1/A5.11

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

SOUTH ELEVATION

2/A5.11

SCALE: 1/8" = 1'-0"A5.11

BUILDING SECTIONA

SCALE: 1/8" = 1'-0"A5.11

BUILDING SECTIONB

SCALE: 1/8" = 1'-0"A5.11

BUILDING SECTIONC

MATERIAL KEYNOTE

1 POURED CONCRETE FOOTING PER STRUCT.

DWGS.

2 COMPACTED GRANULAR FILL PER CIVIL DWGS.

3 FINISH GRADE. SLOPE AWAY FROM BUILDING

PER CIVIL DWGS.

4 CONCRETE FLOOR SLAB ON VAPOR BARRIER

PER STRUCT. DWGS.

5 SUPPORTED CONCRETE ENTRY SLAB PER

STRUCT. DWGS.

6 PRESSURED TREATED 2x8 SKIRT BOARD.

7 PRESSURE TREATED TIMBER WOOD COLUMN

PER STRUCT. DWGS.

8 CONCRETE FILLED PIPE BOLLARD PER CIVIL

DWGS.

9 PRE-FINISHED FORMED METAL WALL PANELS

(RE: SPEC.).

10 1/2" APA RATED WALL SHEATHING.

11 2x6 WOOD WALL GIRTS LAID FLAT @ 24" O.C.

12 HEADER PER STRUCT. DWGS.

13 VENTED ALUMIMUM SOFFIT SYSTEM.

14 PRE-ENGINEERED GABLE END TRUSS.

15 PRE-ENGINEERED WOOD TRUSSES @ 48" O.C.

16 1/2" APA RATED ROOF SHEATHING.

17 ASPHALT ROOF SHINGLES ON 15# FELT

UNDERLAYMENT (RE: SPEC.).

18 CONTINUOUS RIDGE VENT.

19 METAL WRAPPED FASCIA TRIM ON 2x6

CONTINUOUS FASCIA BOARD.

20 METAL WRAPPED RAKE TRIM ON 2x6

CONTINUOUS RAKE BOARD.

21 HOLLOW METAL DOOR AND FRAME, PAINT.

22 SECTIONAL OVERHEAD DOOR.

23 OFFSET MOTOR OPERATOR AND DRAW ARMS

ATTACHED TO SECTIONAL DOOR PANEL. INSTALL

HORIZONTAL TRACKS AS REQUIRED TO CLEAR

EACH OTHER AT 14 FEET AT OHD LOCATIONS.

24 2x4 WOOD ROOF PURLINS @ 24" O.C.

PERPENDICULAR TO TRUSSES PER STRUCT.

DWGS.

25 SIMPSON TIE DOWN PER STRUCT. DWGS.

26 WOOD STAIR TREADS WITH OPEN RISERS AND

STRINGER SUPPORTS ON BOTH SIDES AND

MIDDLE.

27 WOOD GUARDRAIL SYSTEM, UNPAINTED.

28 1 1/2" DIAMETER HANDRAIL, UNPAINTED.

29 3/4" UNPAINTED APA RATED FLOOR SHEATHING

ON 2x12 FLOOR JOISTS PER STRUCT. DWGS.

30 SAFETY SWING GATE SYSTEM WITH SIDE RAILS.

31 RAIN GUARD DIVERTER SYSTEM.

32 LIGHT FIXTURE PER ELEC. DWGS.

33 ELECTRICAL EQUIPMENT PER ELEC. DWGS.

S E

E S

C H

E D

SCHED.

SEE

D1

S E

E S

C H

E D

U L E

SEE SCHEDULE

D2

GLAZING

2"

SEE SCHEDULE

2"

S E

E S

C H

E D

U L E

F1

FIRST FLR

100' - 0"

B.O. TRUSS

116' - 0"

MEZZ. FLR

109' - 0"

A6.21

A5.21

OHD OPENING

RE: SCHED.

METAL WALL PANELS

HEAD FLASHING

WEATHER SEAL

PRE-FINISHED ALUM.

SHEET MTL. TRIM AT

JAMB & HEAD

LVL HEADER

PER STRUCT. DWGS.

2x8 CRIPPLE @ 24" O.C.

OVER OPENING

2x6 TORSION SPRING

MOUNTING BOARD

(2) 2x8 FRAMING

PER STRUCT. DWGS.

M

IN

H

E A

D R

O O

M

/2

SECTIONAL DOOR

TIMBER COLUMN

BEYOND

OPENING

RE: SCHED.

METAL WALL PANELS

2x6 GIRTS

HEAD FLASHING

2x8 CRIPPLE @ 24" O.C.

OVER OPENING

(2) 2x8 HEADER

PER STRUCT. DWGS.

HM DOOR AND

FRAME, PAINT

SEALANT &

BACKER ROD

TIMBER COLUMN

BEYOND

E .O

G

R A

D E

B E

A M

ALL OPENINGS BACKED W/

VERT. 2x4 BETWEEN GIRTS

PRE-FINISHED ALUM. SHEET

MTL. TRIM AT JAMB & HEAD

SECTIONAL OVERHEAD DOOR

TRACK MOUNTED TO TIMBER

COLUMN

WEATHER SEAL

TIMBER COLUMN

METAL WALL PANELS

E .O

G

R A

D E

B E

A M

ALL OPENINGS BACKED W/

VERT. 2x4 BETWEEN GIRTS

PRE-FINISHED ALUM. SHEET

MTL. TRIM AT JAMB & HEAD

(3) ANCHORS PER JAMB INTO

TIMBER COLUMNS, UNIVERSAL

OR WOOD STUD ANCHORS

HM DOOR, PAINT

HM FRAME, PAINT

THRESHOLD

/4

SEALANT & BACKER ROD

TIMBER COLUMN

METAL WALL PANELS

FIRST FLR

100' - 0"

B.O. TRUSS

116' - 0"

MEZZ. FLR

109' - 0"

F

M

IN

A5.21

A6.21

4"

12"

5 3/4"

HM FRAME, PAINT

THRESHOLD

CONC. FLOOR SLAB

PER STRUCT. DWGS.

BOND BREAK

CONC. FLOOR SLAB

PER STRUCT. DWGS.

PRE-FINISHED ALUM. SHEET

MTL. TRIM AT JAMB & HEAD

SECTIONAL OVERHEAD DOOR

BOND BREAK

BOTTOM WEATHER SEAL

TRACK BEYOND

FIRST FLR

100' - 0"

GRADE PER

CIVIL DWGS.

P.T. 2x8 SKIRT BD.

METAL WALL PANELS

BASE FLASHING

REINF. CONC.

GRADE BEAM

PER STRUCT. DWGS.

CONC. SLAB

PER STRUCT. DWGS.

BENT PLATE

PER STRUCT. DWGS.

TIMBER COLUMN BEYOND

BOND BREAK

PROJECT TITLE

989 752 8107 COPYRIGHT ©

WTAARCH.COM

A

Saginaw, Michigan 48607

100 S Jefferson Ave, Suite 601

RCHITECTS

PROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET NUMBER

SHEET TITLE

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

ADAM P. LACH, RA, DIRECTOR

FILE NO.

INDEX NO. CONTRACT NO.

DEPARTMENT OF NATURAL RESOURCES

/1

/2

:4

:0

A

M C

U s e rs

\r s o v a \D o c u m e n ts

\C E

N T

R A

L -2

-B e lle

Is le

H d q tr s M a in t& S to ra g e V rs o v a W

T A

.r v t

W T

A

2019131

OCTOBER 9, 2026

J.R.G.

BELLE ISLE STATE PARK

A5.21

DETROIT, MICHIGAN

NEW STORAGE BUILDING FOR:

WALL SECTIONS,

DETAILS & SCHEDULES

751/19193.SMD

5603 Y22166

DOOR SCHEDULE

DOOR

HEIGHT THK.

DOOR PANEL DOOR FRAME DETAILS *=SIM. FIRE RATING

REMARKS

HW

SETNUMBER WIDTH TYPE MAT. FINISH TYPE MAT. FINISH HEAD JAMB SILL LABEL MIN.

FIRST FLR

001.1 3' - 0" 7' - 0" 1 3/4" D1 H.M. PT-1 F1 H.M. PT-1 6/A5.21 8/A5.21 10/A5.21 PAINT DOOR & FRAME, PUNCH CODE KEY LOCK 01

002.1 14' - 0" 14' - 0" 3" D2 - 5/A5.21 7/A5.21 9/A5.21 SECTIONAL OVERHEAD DOOR 02

002.2 14' - 0" 14' - 0" 3" D2 - 5/A5.21 7/A5.21 9/A5.21 SECTIONAL OVERHEAD DOOR 02

004.1 14' - 0" 14' - 0" 3" D2 - 5/A5.21 7/A5.21 9/A5.21 SECTIONAL OVERHEAD DOOR 02

004.2 14' - 0" 14' - 0" 3" D2 - 5/A5.21 7/A5.21 9/A5.21 SECTIONAL OVERHEAD DOOR 02

005.1 3' - 0" 7' - 0" 1 3/4" D1 H.M. PT-1 F1 H.M. PT-1 6/A5.21 8/A5.21 10/A5.21 PAINT DOOR & FRAME, PUNCH CODE KEY LOCK 01

1/4" = 1'-0"

DOOR TYPES

1/4" = 1'-0"

FRAME TYPES

SCALE: 3/4" = 1'-0"A5.21

WALL SECTION4

SCALE: 1 1/2" = 1'-0"A5.21

HEAD DETAIL5

SCALE: 1 1/2" = 1'-0"A5.21

HEAD DETAIL6

SCALE: 1 1/2" = 1'-0"A5.21

JAMB DETAIL7

SCALE: 1 1/2" = 1'-0"A5.21

JAMB DETAIL8

SCALE: 3/4" = 1'-0"A5.21

WALL SECTION3

SCALE: 1 1/2" = 1'-0"A5.21

SILL DETAIL10

SCALE: 1 1/2" = 1'-0"A5.21

SILL DETAIL9

MATERIAL KEYNOTE

1 POURED CONCRETE FOOTING PER STRUCT.

DWGS.

2 COMPACTED GRANULAR FILL PER CIVIL DWGS.

3 FINISH GRADE. SLOPE AWAY FROM BUILDING

PER CIVIL DWGS.

4 CONCRETE FLOOR SLAB ON VAPOR BARRIER

PER STRUCT. DWGS.

5 SUPPORTED CONCRETE ENTRY SLAB PER

STRUCT. DWGS.

6 PRESSURED TREATED 2x8 SKIRT BOARD.

7 PRESSURE TREATED TIMBER WOOD COLUMN

PER STRUCT. DWGS.

8 CONCRETE FILLED PIPE BOLLARD PER CIVIL

DWGS.

9 PRE-FINISHED FORMED METAL WALL PANELS

(RE: SPEC.).

10 1/2" APA RATED WALL SHEATHING.

11 2x6 WOOD WALL GIRTS LAID FLAT @ 24" O.C.

12 HEADER PER STRUCT. DWGS.

13 VENTED ALUMIMUM SOFFIT SYSTEM.

14 PRE-ENGINEERED GABLE END TRUSS.

15 PRE-ENGINEERED WOOD TRUSSES @ 48" O.C.

16 1/2" APA RATED ROOF SHEATHING.

17 ASPHALT ROOF SHINGLES ON 15# FELT

UNDERLAYMENT (RE: SPEC.).

18 CONTINUOUS RIDGE VENT.

19 METAL WRAPPED FASCIA TRIM ON 2x6

CONTINUOUS FASCIA BOARD.

20 METAL WRAPPED RAKE TRIM ON 2x6

CONTINUOUS RAKE BOARD.

21 HOLLOW METAL DOOR AND FRAME, PAINT.

22 SECTIONAL OVERHEAD DOOR.

23 OFFSET MOTOR OPERATOR AND DRAW ARMS

ATTACHED TO SECTIONAL DOOR PANEL. INSTALL

HORIZONTAL TRACKS AS REQUIRED TO CLEAR

EACH OTHER AT 14 FEET AT OHD LOCATIONS.

24 2x4 WOOD ROOF PURLINS @ 24" O.C.

PERPENDICULAR TO TRUSSES PER STRUCT.

DWGS.

25 SIMPSON TIE DOWN PER STRUCT. DWGS.

26 WOOD STAIR TREADS WITH OPEN RISERS AND

STRINGER SUPPORTS ON BOTH SIDES AND

MIDDLE.

27 WOOD GUARDRAIL SYSTEM, UNPAINTED.

28 1 1/2" DIAMETER HANDRAIL, UNPAINTED.

29 3/4" UNPAINTED APA RATED FLOOR SHEATHING

ON 2x12 FLOOR JOISTS PER STRUCT. DWGS.

30 SAFETY SWING GATE SYSTEM WITH SIDE RAILS.

31 RAIN GUARD DIVERTER SYSTEM.

32 LIGHT FIXTURE PER ELEC. DWGS.

33 ELECTRICAL EQUIPMENT PER ELEC. DWGS.

SCALE: 1 1/2" = 1'-0"A5.21

TYP. BASE DETAIL12

GENERAL ROOF PLAN NOTES:

1. PROVIDE FLASHING IN ACCORDANCE WITH ROOF

MANUFACTURER'S RECOMMENDATIONS AT ALL

ROOF EDGES.

1/A5.11

/A

.1

2/A5.11

/A

.1

A A

B B

E E

F F

A

A5.11

B

A5.11

C

A5.11

C C

D D

RIDGE LINE RIDGE LINE

R1R1 R1

R3R3R3

R4

R4

R4

R4

R4

R4

R5R5

R7R7

R6

R6

R2

R2

R5 R5

R7 R7

1' - 0"1' - 0"

E.3 E.3

A6.21

A6.21

A6.21

A6.21

A6.21

A6.21

A6.21

1.7

1.7

R8R8

R8R8

C1C2 TYP.C2

C2C2

C2 TYP.

C4C4

C5 TYP.

C5 TYP.

108' - 11 1/4"

C3TYP.

C2

C2TYP.

B.O. TRUSS

116' - 0"

H E

E L H

E

IG

H T

PRE-ENGINEERED WOOD

TRUSSES @ 48" O.C.

2x4 WOOD ROOF PURLINS @ 24" O.C.

1/2" APA RATED ROOF

SHEATHING

15# FELT UNDERLAYMENT

SIMPSON TIE DOWN

PER STRUCT. DWGS.

HEADER

PER STRUCT. DWGS.

P.T. TIMBER WOOD COLUMN

PER STRUCT. DWGS.

METAL WALL PANEL

J-CHANNEL FLASHING

DRIP EDGE FLASHING

VENTED ALUM. SOFFIT

2x4 LOOKOUT

2x6 FASCIA BOARD

METAL FASCIA TRIM

ASPHALT SHINGLES

1"

1' - 0"

4"

12"

B.O. TRUSS

116' - 0"

11 1/2"

METAL RAKE TRIM

2x6 RAKE BOARD

VENTED SLUM. SOFFIT

2x4 OUTRIGGER

PER STRUCT. DWGS.

DRIP EDGE FLASHING

ASPHALT SHINGLES

METAL WALL PANELS

PRE-ENGINEERED GABLE END TRUSS

J-CHANNEL FLASHING

1/2" APA RATED ROOF SHEATHING

1"

P.T. TIMBER WOOD COLUMN

PER STRUCT. DWGS.

2x BLOCKING

SIMPSON TIE DOWN

PER STRUCT. DWGS.

PRE-ENGINEERED WOOD

TRUSSES @ 48" O.C.

2x BRACE AT END WALL POSTS

PER STRUCT. DWGS.

1/2" APA RATED SHEATHING

PER STRUCT, DWGS.

RIDGE VENT

ASPHALT SHINGLES

PRE-ENGINEERED

WOOD TRUSS

1/2" APA RATED ROOF

SHEATHING

2x4 WOOD ROOF

PURLINS

15# FELT UNDERLAYMENT

ATTIC VENTILATION REQUIREMENTS:

ATTIC FLOOR AREA: 80 FEET X 30 FEET = 2,400 SQ.FT.

TOTAL NET FREE AREA: 2,304 SQ.IN. (16.0 SQ.FT.)

MINIMUM INTAKE (SOFFIT): 1,152 SQ.IN.

REQUIRED INTAKE (SOFFIT): 1,152 SQ.IN. / 50 SQ.IN. PER VENT = 23 QTY

PROVIDED INTAKE (SOFFIT): 24 QTY

MINIMUM EXHAUST (RIDGE/ROOF): 1,152 SQ.IN.

REQUIRED EXHAUST (RIDGE/ROOF): 1,152 SQ.IN / 18 IN./FT. = 64 FEET REQUIRED

PROVIDED EXHAUST (RIDGE/ROOF): 80 FEET

PROJECT TITLE

989 752 8107 COPYRIGHT ©

WTAARCH.COM

A

Saginaw, Michigan 48607

100 S Jefferson Ave, Suite 601

RCHITECTS

PROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET NUMBER

SHEET TITLE

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

ADAM P. LACH, RA, DIRECTOR

FILE NO.

INDEX NO. CONTRACT NO.

DEPARTMENT OF NATURAL RESOURCES

/1

/2

:4

:0

A

M C

U s e rs

\r s o v a \D o c u m e n ts

\C E

N T

R A

L -2

-B e lle

Is le

H d q tr s M a in t& S to ra g e V rs o v a W

T A

.r v t

W T

A

2019131

OCTOBER 9, 2026

J.R.G.

BELLE ISLE STATE PARK

A6.21

DETROIT, MICHIGAN

NEW STORAGE BUILDING FOR:

ROOF PLAN, CEILING

PLANS & DETAILS

751/19193.SMD

5603 Y22166

NORTH

SCALE: 1/4" = 1'-0"A6.21

ROOF PLAN1

NORTH

SCALE: 1/8" = 1'-0"A6.21

FIRST FLOOR CEILING PLAN2

NORTH

SCALE: 1/8" = 1'-0"A6.21

PARTIAL MEZZANINE CEILING PLAN3

SCALE: 1 1/2" = 1'-0"A6.21

EAVE DETAIL4

SCALE: 1 1/2" = 1'-0"A6.21

RAKE DETAIL5

SCALE: 1 1/2" = 1'-0"A6.21

RIDGE VENT DETAIL6

ROOF PLAN KEYNOTES

1 ASPHALT ROOF SHINGLES ON 15# FELT

UNDERLAYMENT ON 1/2" APA RATED ROOF

SHEATHING (RE: SPECS.).

2 SELF-ADHERED PEEL AND STICK ICE AND WATER

SHIELD UNDERLAYMENT OVER SHEATHING.

3 CONTINUOUS RIDGE VENT.

4 VENTED ALUMIMUM SOFFIT SYSTEM (RE:

SECTIONS).

5 RUN ICE AND WATER SHIELD AND FELT

UNDERLAYMENT OVER RAKE TRIM MIN. 1/2".

INSTALL DRIP EDGE ON TOP OF UNDERLAYMENT

AT RAKE EDGE.

6 PRE-FINISHED METAL DRIP EDGE BELOW

UNDERLAYMENT AT EAVE EDGE.

7 PRE-FINISHED ALUMINUM TRIM OVER FASCIA

AND RAKE BOARDS.

8 RAIN GUARD DIVERTER SYSTEM.

CEILING KEYNOTES

1 EXPOSED PRE-ENGINEERED WOOD TRUSSES.

2 LIGHT FIXTURE PER ELEC. DWGS.

3 EXPOSED WOOD FLOOR JOISTS PER STRUCT.

DWGS.

4 CORD REEL RECEPTACLE MOUNTED TO B.O.

TRUSS PER ELEC. DWGS.

5 VENTED ALUMINUM SOFFIT PANEL.

BAY 1

BAY 1 BAY 2 BAY 3 BAY 4 BAY 5

WC1

WC1

WC1

S2.01

S2.01

S2.01

S2.01

S2.01

BAY 1 BAY 2 BAY 3 BAY 4 BAY 5

NORTH

1/8"=1'-0"

ROOF FRAMING PLAN

LEGEND

H1 - (2) 2X8 FLAT WOOD HEADER, (2) SIMPSON L50

EACH END

WC1 - WOOD COLUMN - SEE SCHEDULE SHEET S3.01

SEE SHEET S3.01 FOR NOTES

RIDGEH

S2.01

S2.01

S2.01

S2.01

2x4 ENDBOARD, TYP

GABLE ENDWALL

TRUSS

GABLE

ENDWALL

TRUSS

2x4 ENDBOARD, TYP

WOOD TRUSSES AT

4'-0" O.C. WITH 2x4

PURLINS AT 2'-0" O.C.

PERPENDICULAR TO

TRUSS. NOT SHOWN

FOR CLARITY.TRUSS BEARING ELEV = 116'-0"

1/2" APA RATED WALL

SHEATHING, FULL HEIGHT

1/2" APA RATED WALL

SHEATHING, FULL HEIGHT

2X6 OUTLOOKERS

AT 2'-0" O.C., TYP

2x12 EACH SIDE OF

COLUMNS, TWO SPAN

MIN, TYP UNO

WC3

WC1 WC1

WC1

WC1

WC1

WC1

WC1

WC1

WC3

WC1

WC1

WC1

WC1

1 3/4" x14" LVL EACH

SIDE OF COLUMN AT

OVERHEAD DOORS

WC1

WC1

H1

H

NORTH

1/8"=1'-0"

FOUNDATION PLAN

B.O. FOOTING = 96'-0" UNO

LEGEND

F1 - FOOTING - SEE SCHEDULE SHEET S3.01

WC1 - WOOD COLUMN - SEE SCHEDULE SHEET S3.01

P1 - CONCRETE PIER - SEE SCHEDULE SHEET S3.01

SEE SHEET S3.01 FOR NOTES

A

B

C

E

F

1 3 4

P1 F2

P1 F2

P1 F1

P1 F1

P1 F1

WC1

WC1

P1 F1

WC1

WC3 WC1

P1 F2

P1 F2

T.O. GRADE BEAM

= 100'-0" UNO

S2.01

S2.01 2P1

F1

W C1

D

6 8

WC1

1'-0"x1'-6" CONCRETE

GRADE BEAM WITH (2)#5

CONT TOP AND BOTT, TYP

9 10

WC1

TIMBER POST, SEE PLAN

(4) 16d NAILS EACH 2x AT POST TYP

GABLE END TRUSS FASTEN

TO POSTS W/(8) 16d NAILS AT

TOP AND BOTTOM CHORDS

WALL SECTION

1/2"=1'-0"

WOOD TRUSS,

2x6 GIRT AT 2'-0" O.C.

2x6 AT 2'-0" O.C.

SEE ARCH

2x4 PURLIN

2x6 BLOCKING BETWEEN

OUTLOOKERS

METAL WALL PANEL

SEE ARCH

APA RATED SHEATHING,

SEE PLAN

2x8 TREATED BAND, FASTEN

TO GRADE BEAM WITH 1/2"

DIAMETER HILTI TZ-2 AT 2'-0"

O.C., 3 1/4" EMBED

1/2" APA RATED SHEATHING

SEE PLAN

2x6 BLOCKING AT BRACES

WITH (10)#10 SCREWS TO

TOP OF SHEATHING

2x6 BRACE BOTH

SIDES OF POST AT

TRUSS BEARING

ELEV

(12)#10 SCREWS

EACH END, TYP

SIMPSON H3 TIE DOWNS

AT OUTLOOKER, TYP

T.O. SLAB

100'-0"

GRADE

COMPACTED

GRANULAR FILL

CONCRETE FOOTING,

SEE PLAN

POST BASE, SEE DETAIL 3/S2.01 FOR

COLUMNS A1, A11, F1, AND F11

EXTEND GRADE BEAM

REINFORCING THROUGH

PIER

B.O. FOOTING

SEE PLAN

(3) TIES IN TOP 5"

3" C

LR

#3 TIES AT 12" O.C.

2"

CLR

VERTICAL REINFORCING, SEE

SCHEDULE SHEET S3.01

1'-0"

2"

CLRDOWEL VERT PIER REINF

TO FOOTING

CONCRETE PIER, SEE PLAN

COMPACTED

GRANULAR FILL

CONC SLAB, SEE PLAN

BOND BREAK

1' -0

SIMPSON LUS26

JOIST HANGER AT

OUTLOOKERS

26GA 'CLASSIC RIB' METAL

PANEL, FASTEN PER

MANUFACTURER'S

RECOMMENDATIONS FOR

DIAPHRAGM UTILIZATION

COMPACTED

ENGINEERED FILL

HEADER CONNECTION

3/4"=1'-0"

WOOD COLUMN

(10) 5/16"x4" "GRK"

LAG SCREWS EACH

ADD PC 2x6 EACH SIDE

WITH (10)"GRK" SCREWS AT

HEADERS

HEADER

SEE PLAN SIDE OF POST

SEE PLAN

1/

4"

1/ 2"

TY

P

M

IN

HEADER CONNECTION

WOOD COLUMN

(10)5/16"x4" "GRK"

LAG SCREWS EACH

ADD PC 2x6 EACH SIDE

WITH (10) "GRK" SCREWS AT

SIDE OF POST.

HEADERS.

HEADER

SEE PLAN

SEE PLAN

1/

4"

1/ 2"

TY

P

M

IN

WOOD COLUMN BASE

3/4"=1'-0"

8"

2 3/4"2 3/4" 2 1/2"

1"

1/ 2"1

1/ 4"

4 1/2"7 1/2"

A-A

1 1/4" 1 1/4"

5 1/2" FOR C1

7 1/2 FOR C3

A

A

4"

C WPL

(4)5/8" DIAMETER

A36 THREADED

RODS WITH HEAVY

HEX NUTS, GALV

(4)5/8" DIAMETER

A36 THREADED

RODS WITH HEAVY

HEX NUTS, GALV

1/2" BENT PLATE

COLUMN BASE,

GALV

CONCRETE GRADE

BEAM, SEE PLAN

(2)3/4" DIAMETER

ASTM F1554 GR 55

ANCHOR RODS,

HEAVY HEX NUT

EMBED TACK

WELDED TO THE

THREADS

9"

WOOD

COLUMN,

SEE PLAN

3/16

ONLY FOR USE AT: A1, A11, F1, F11

PIER REINFORCING,

SEE PLAN

WC1

WC1

WC1

H1

H1 H1

WC1

NORTH

1/8"=1'-0"

MEZZANINE FRAMING PLAN

T.O. JOIST ELEVATION = 108'-11 1/4" UNO

WC2

(2) LVL 1 3/4" x 11 7/8"

(2) LVL 1 3/4" x 11 7/8" WITH

HUCQ412-SDS AT NORTH END

A

B

F

1 3

WC2

3/4" APA RATED

SHEATHING

F3

WC2

WC1

WC1P1WC1

P1 F2

F3 WC2

WC3

WC1

P1 F1

W C1

P1 F1

WC1

P1 F1

A

B

C

F

D

WC1

WC1

C

D

E.3

E

E.3

E

E.3

PITCH

COMPACTED BACKFILL

CONCRETE FOOTING, SEE PLAN

#3 AT 8"

#3 AT 8" EW

T.O. SLAB

SEE PLAN

4" CONCRETE SLAB

#3 CONT

SEE PLAN

B.O. FOOTING

12" 16"

3" C

LR

1/2"=1'-0"

1/

2" C

LR

CONCRETE WALL, SEE PLAN

THERM BREAK, SEE ARCH

CONCRETE FOOTING,

SEE PLAN

CONCRETE WALL,

SEE PLAN

COMPACTED

BACKFILL

SEE ARCH PLAN

FOR ENTRY SLAB

DIMENSIONS

S2.01

ENTRY SLAB,

SEE DETAIL 6/S2.01

ENTRY SLAB,

SEE DETAIL 6/S2.01

WC1

8"

8"

8"

8" 8"

WC1

8"

1 1/2" x 14" VERSA-LAM

2400 1.7E STRINGER,

SEE DETAIL 3/S3.01, 2

PLY AT INTERIOR SPANS

2x10 AT 16" OC

(2) LVL 1 3/4" x 11 7/8" WITH

HHUS410 EACH END

WC1WC3

1 1/2" x 14" VERSA-LAM 2400 1.7E

STRINGER, SEE DETAIL 4/S3.01

(2) 2x12

U P

UP

3/4" APA RATED SHEATHING

LVL 1 3/4" x 11 7/8" WITH

HUS1.81/10 EACH END

WC1

WC1

WC1

WC1

WC3

WC1

HU7 AT EACH END OF LVL

JOIST, TYP

LU28 AT EACH END OF 2x

JOIST, TYP

LVL 1 3/4" x 11 7/8" WITH

HUS1.81/10 EACH END

LVL 1 3/4" x 11 7/8" WITH

HUS1.81/10 EACH END

(2) LVL 1 3/4" x 11 7/8" WITH

HHUS48 AT NORTH END

2x4 AT 16" OC TO B.O. STRINGERS, CENTER STUDS UNDER

JOIST/STRINGER BEARING

LVL 1 3/4" x 9 1/4"

WITH HUS1.81/10

EACH END

(2) LVL 1 3/4" x 11 7/8"

100'-0" T.O. SLAB98'-2"

98'-2"

F2 P1 F2

P1 F1

P1 F2

P1 F2

2x FULL DEPTH BLOCKING

AT 2'-0" OC

2x FULL DEPTH

BLOCKING AT 2'-0" OC

2x FULL DEPTH

BLOCKING AT

STRINGERS

2x FULL DEPTH BLOCKING

AT 2'-0" OC, EACH SIDE OF

LANDING

P1

P1 F3 P1

3/4"=1'-0"

INTERIOR FOOTING

BOND BREAK

T.O. SLAB

SEE PLAN

B.O. FOOTING

3" C

LR

SEE PLAN

COMPACTED

BACKFILL

CONCRETE FOOTING,

SEE PLAN

CONCRETE SLAB,

SEE PLAN

CONCRETE PIER,

SEE PLAN

HILTI ABA66Z POST

BASE, (1) 5/8" HEAVY

HEX HEAD ANCHOR

WITH HIT- HY-200

EPOXY, 4" EMBEDMENT

WOOD COLUMN,

SEE PLAN

2"

CLR

2"

CLR

(3) TIES IN TOP 5" OF PIER

DOWEL VERTICAL

INTO FOOTING

COMPACTED

ENGINEERED FILL

S2.01

S2.01

NOTE:

ALL JOIST HANGERS (HHUS, HUS,

ETC) AS MANUFACTURED BY

SIMPSON STRONG TIE UNO

JOIST BEARING ELEV = 103'-2"

WC1

P1 F1

WC1

P1 F1

P1 F1

P1 F1

WC1

WC1

P1 F2

WC1WC1P1

F2WC1P1

F2 WC1

P1 F2

WC1P1

F2 WC1P1

F2

3 4 6 8 9 10 115 72

WC1

WC1

THICKENED SLAB AT KNEE

WALL, SEE DETAIL 8/S2.1

C

LR

T.O. SLAB

SEE PLAN

(2) #4 CONT

THICKENED SLAB

3/4"=1'-0"

KNEE WALL, SEE PLAN

COMPACTED BACKFILL

CONCRETE SLAB,

SEE PLAN

4" 4"

T T

3"1/2" HILTI KWIK BOLT

TZ2 AT 2'-0" OC, 2 1/2"

EMBEDMENT

1/2" APA RATED

SHEATHING

1/2" APA RATED

SHEATHING

S2.01

WC2

F4

F4F4

F4

F4 F4

8" CONCRETE SLAB WITH 6x6 D7.5xD7.5 WWF OVER VAPOR

BARRIER ON 6" COMPACTED

GRANULAR FILL

WC1

1.7

1'-0"x1'-6" CONCRETE

GRADE BEAM WITH (2)#5

CONT TOP AND BOTT, TYP

WC1

WC1

1.7 2

WC1

WC1

2x FULL DEPTH BLOCKING

WC1

WC2

2x

A T

" O

C

(4) 5/16"x4" "GRK" LAG

SCREWS THROUGH

JOIST INTO COLUMN

S3.01

LV

L

3/

4" x

/4

AT

6" O

C

TYP

CONCRETE

APRON,

SEE CIVIL

CONCRETE

APRON,

SEE CIVIL

CONCRETE APRON, SEE CIVIL.

DOWEL APRON TO GRADE BEAM SIM

TO DETAIL 6/S2.01, TYP OF 4

CONCRETE APRON,

SEE CIVIL

T.O. GRADE BEAM = 99'-0" AT

CONCRETE APRON, TYP OF 4

PROJECT TITLE

989 752 8107 COPYRIGHT ©

NOT FOR CONSTRUCTION

PRELIMINARY

WTAARCH.COM

A Saginaw, Michigan 48607 100 S Jefferson Ave, Suite 601

RCHITECTS

PROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET NUMBER

SHEET TITLE

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

ADAM P. LACH, RA, DIRECTOR

FILE NO.

INDEX NO. CONTRACT NO.

DEPARTMENT OF NATURAL RESOURCES

/5

/2

5:

:0

PM

C :\U se rs

\rs ov a\ D oc um en ts

\C

EN

TR

AL

-2

-B el le Is le H dq trs

M ai nt &S to ra ge _V

_r so va

W

TA

.rv t

W

TA

2019131

10/7/2026

BELLE ISLE STATE PARK

DETROIT, MICHIGAN

NEW STORAGE BUILDING FOR:

751/19193.SMD

5603 Y22166

NO. REVISION DATE

ISSUED FOR BIDS 10/09/26

(989) 894-4300 www.macmillanassociates.com

714 EAST MIDLAND STREET BAY CITY, MICHIGAN 48706

MacMILLAN ASSOCIATES

CONSULTING ENGINEERS

Since 1963

S2.01

FOUNDATION PLAN,

JAG

FRAMING PLAN, AND

DETAILS

8" SLAB4" SLAB

100'-0" T.O. SLAB

4" CONCRETE SLAB WITH 6x6 W1.4xW1.4 WWF OVER VAPOR

BARRIER ON 6" COMPACTED

GRANULAR FILL

DOWEL FOOTING

REINFORCEMENT INTO

DRILLED PIER, 6" MIN

EMBED, TYP OF 4

P1 F1

HEADER, SEE PLAN

TIMBER POST,

SEE PLAN

2x6 GIRT AT 2'-0" O.C. TYP

(4) 16d NAILS EACH 2x AT POST TYP

2x6 CONTWOOD TRUSSES

AT 4'-0" O.C., SEE PLAN

WALL SECTION

1/2"=1'-0"

(2) SIMPSON H2.5A TIE

DOWNS PER TRUSS

SEE DETAILS 4/S2.01 AND 5/S2.01

FOR HEADER CONNECTION

2x4 PURLINS

AT 2'-0" O.C.

2x BLOCKING CONTINUOUS

BETWEEN TRUSSES

26GA 'CLASSIC RIB'

METAL PANEL, FASTEN

PER MANUFACTURER'S

RECOMMENDATIONS FOR

DIAPHRAGM UTILIZATION

BOTTOM

OF TRUSS

SEE PLAN

APA RATED

SHEATHING, SEE PLAN

POST BASE, SEE DETAIL 3/S2.01 FOR

COLUMNS A1, A11, F1, AND F11

EXTEND GRADE BEAM

REINFORCING THROUGH

PIER

2x8 TREATED BAND, FASTEN

TO GRADE BEAM WITH 1/2"

DIAMETER HILTI TZ-2 AT 2'-0"

O.C., 3 1/4" EMBED

CONC PIER, SEE PLAN

T.O. SLAB

100'-0"

GRADE

CONC SLAB, SEE PLAN

BOND BREAK

COMPACTED

GRANULAR FILL

CONCRETE FOOTING,

SEE PLAN

B.O. FOOTING

SEE PLAN

(3) TIES IN TOP 5"

3" C

LR

#3 TIES AT 12" O.C.

VERTICAL REINFORCING, SEE

SCHEDULE SHEET S3.01

1'-0"

2"

CLRDOWEL VERT PIER REINF

TO FOOTING

COMPACTED

GRANULAR FILL

1' -0

2"

CLR

COMPACTED

ENGINEERED FILL

UNBALANCED SNOW LOAD DIAGRAM

NOTE:

DISTRIBUTION SHALL BE

LC RIDGE

0 PSF

27 PSF

5'-0"

17 PSF

APPLIED ON EITHER SIDE

OF THE RIDGE.

UNBALANCED LOAD

(4)#4 EACH WAY1'-0"2'-6"x2'-6"

F1

DEPTH REMARKS

FOOTING SCHEDULE

REINFORCINGSIZEMARK

F2

SEE PLAN2'-0" DIAMETER

Fy=60 KSI f'c=3000 PSI

(6)#6 VERT, #3 TIES AT 12" O.C.

F3

SEE DETAIL 2/S2.01

SEE DETAIL 1/S2.01

AND 7/S2.01

F4 1'-6" CONT 1'-0" (2) #5 CONT

SEE PLAN3'-0" DIAMETER (12)#6 VERT, #3 TIES AT 12" O.C. SEE DETAIL 2/S2.01

MARK

PIER SCHEDULE

TIESSIZE VERT REINF REMARKS

Fy = 60 ksi f'c = 3000 psi

P1 12"x12" (4)#4 #3 AT 12" O.C.

T.O. PIER = 100'-0" TYP UNO

MARK SIZE

WC1 6x8

REMARKS

WC2 6x6 SIMPSON ECCLL464 AT CORNER COLUMNS

SIMPSON BC46 AT INTERIOR COLUMN

WC3 8x8 SEE DETAIL 3/S2.01

SIMPSON APA66Z WITH (1) 5/8"

HEAVY HEX HEAD ANCHOR WITH

HIT-HY-200 EPOXY, 4" EMBED UNO

T.O. SLAB VARIES

CONCRETE SLAB BY CIVIL CONCRETE RETAINING WALL

LEGEND

F1 - FOOTING - SEE SCHEDULE THIS SHEET

100'-0" - B.O. FOOTING ELEVATION

F5

F5

F6

DECREASE FOOTING SIZE

WHERE GRADE IS 2 FT BELOW

TOP OF WALL, SEE CIVIL

DECREASE FOOTING WHERE

GRADE IS 2 FT BELOW TOP OF

WALL, SEE CIVIL

578.17

B.O. FOOTING

SEE PLAN

3/4"=1'-0"

RETAINING WALL

C

LR3"

2"

CLR

1'-0"

2" C

LR

SEE PLAN

T.O. WALL

1' -0

VARIES

2"

CLR

LAP

2x4 SHEAR KEY

#4 AT 12" O.C.

VERTICAL

EACH FACE

#4 AT 12" O.C.

HORIZONTAL

EACH FACE

#4 AT 12" O.C. DOWEL INTO

FOOTING EACH FACE, LAP

SPLICE PER STRUCTURAL

NOTES

#4 AT 12" O.C. TOP

AND BOTTOM

#4 AT 12" O.C. TOP

AND BOTTOM

VARIES

T.O. CONCRETE

CONCRETE PAVEMENT,

SEE CIVIL

BOND BREAK

SEE PLAN

T.O. CONCRETE

CONCRETE PAVEMENT,

SEE CIVIL, GRADE AT SIM

#4 AT 12" O.C.

BOND BREAK

2'-0"

12"12"

COMPACTED

GRANULAR FILL

3/4" CHAMFER

SEE PLAN

4' -8

" M

AX

S3.01

NORTH

1/8"=1'-0"

RETAINING WALL FOUNDATION PLAN

GUARDRAIL CONNECTION

3/4"=1'-0"

LVL BEAM, SEE PLAN

2" 2"

WOOD JOIST,

SEE PLAN

PLYWOOD SHEATHING,

SEE PLAN

SIMPSON STRONGTIE DTT2Z

TIE, FASTEN TO JOIST WITH

(8) 1 1/2" SDS SCREWS

1/2" DIA A307 THRUBOLT

WITH HEX HEAD NUT AND

WASHER BOTH ENDS

4X4 GUARDRAIL

POST, SEE ARCH

S3.01

STAIR DETAIL

3/4"=1'-0"

LVL BEAM, SEE PLAN

SEE ARCH FOR RISE

AND RUN DIMENSIONS

3/4" APA RATED FLOOR

SHEATHING

SIMPSON HANGER LRU26Z

AT 1 PLY STRINGER,

U26-2X SLD25 AT 2 PLY

STRINGER

STAIR STRINGER,

SEE PLAN

2x FULL DEPTH BLOCKING

AT EACH STRINGER

WOOD STAIR TREAD,

SEE ARCH

STAIR DETAIL

SEE ARCH FOR RISE

AND RUN DIMENSIONS

3/4" APA RATED FLOOR

SHEATHING

KNEE WALL, SEE PLAN

STAIR STRINGER,

SEE PLAN

WOOD JOIST, SEE PLAN

WOOD STAIR TREAD,

SEE ARCH

NOTCH STRINGER AS

REQUIRED, BEAR FULL

LENGTH OF KNEE WALL

FULL DEPTH BLOCKING

BETWEEN STRINGERS, TYP

S3.01

S3.01

PROJECT TITLE

989 752 8107 COPYRIGHT ©

NOT FOR CONSTRUCTION

PRELIMINARY

WTAARCH.COM

A Saginaw, Michigan 48607 100 S Jefferson Ave, Suite 601

RCHITECTS

PROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET NUMBER

SHEET TITLE

STATE OF MICHIGAN

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

ADAM P. LACH, RA, DIRECTOR

FILE NO.

INDEX NO. CONTRACT NO.

DEPARTMENT OF NATURAL RESOURCES

/5

/2

5:

:0

PM

C :\U se rs

\rs ov a\ D oc um en ts

\C

EN

TR

AL

-2

-B el le Is le H dq trs

M ai nt &S to ra ge _V

_r so va

W

TA

.rv t

W

TA

2019131

10/7/2026

BELLE ISLE STATE PARK

DETROIT, MICHIGAN

NEW STORAGE BUILDING FOR:

751/19193.SMD

5603 Y22166

NO. REVISION DATE

ISSUED FOR BIDS 10/09/26

(989) 894-4300 www.macmillanassociates.com

714 EAST MIDLAND STREET BAY CITY, MICHIGAN 48706

MacMILLAN ASSOCIATES

CONSULTING ENGINEERS

Since 1963

S3.01

NOTES, SCHEDULES

JAG

AND DETAILS

586.34 T.O. WALL

CONTRACTOR TO

VERIFY T.O. WALL

ELEVATION

T.O. SLAB VARIES

CONCRETE SLAB BY CIVIL

GENERAL

1. VERIFY DIMENSIONS BEFORE COMMENCING WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

2. VERIFY OPENINGS IN THE FRAMING PLANS WITH THE ARCHITECTURAL AND ELECTRICAL DRAWINGS.

3. ALL WORK SHALL CONFORM TO MICHIGAN BUILDING CODE 2021.

4. DESIGN LOADS

a. DESIGNED IN ACCORDANCE WITH MICHIGAN BUILDING CODE 2021.

b. ROOF SNOW LOAD:

GROUND SNOW LOAD PG = 20 PSF

FLAT ROOF SNOW LOAD, PF = 17 PSF

SNOW EXPOSURE FACTOR, CE = 1.0

SNOW LOAD IMPORTANCE FACTOR, I = 1.0

THERMAL FACTOR, CT = 1.2

c. LIVE LOAD:

DESIGN ROOF LIVE LOAD = 30 PSF UNIFORM

MEZZANINE STORAGE = 125 PSF

d. WIND LOADS:

BASIC WIND SPEED VULT = 108 MPH

VASD = 84 MPH

WIND EXPOSURE D

INTERNAL PRESSURE COEFFICIENT, GC PI = +/-0.18

WALL COMPONENTS & CLADDING:

EFFECTIVE POSITIVE NEGATIVE

WIND AREA (FT2) PRESSURE (PSF) PRESSURE (PSF)

-END ZONE

10 32 -43 20 31 -40 50 29 -36 100 28 -34

-INTERIOR ZONE 10 32 -35

20 31 -34

50 29 -32 100 28 -30

e. EARTHQUAKE DESIGN DATA:

SEISMIC USE GROUP, II

SEISMIC IMPORTANCE FACTOR, I = 1.0

SPECTRAL RESPONSE COEFFICIENTS: SDS = .11, SD1 = .073, SS = .103, S1 = .046

SITE CLASS D

BASIC SEISMIC - FORCE - RESISTING SYSTEM:

SEISMIC DESIGN CATEGORY, B

ANALYSIS PROCEEDURE: EQUIVALENT LATERAL FORCE METHOD

SEISMIC RESPONSE MODIFICATION FACTOR, R=7, CS = .068

DESIGN BASE SHEAR = 5.2 KIPS TOTAL UNFACTORED

5. SPECIAL INSPECTIONS:

a. SPECIAL INSPECTIONS SHALL BE IN ACCORDANCE WITH THE MICHIGAN BUILDING CODE 2021

SECTION 1700.

b. THE FOLLOWING TYPES OF WORK REQUIRE SPECIAL INSPECTIONS: (REFER TO THE BUILDING CODE

AND SPECIFICATIONS FOR DETAILED INSPECTION REQUIREMENTS).

1. PREPARED FILL.

2. DRILLED PIER FOUNDATIONS.

3. CONCRETE CONSTRUCTION.

FOUNDATION NOTES

1. FOUNDATIONS ARE DESIGNED BASED ON SOIL BEARING OF 2000 PSF FOLLOWING INSTALLATION OF

ENGINEERED FILL BELOW FOOTING BEARING ELEVATION AS RECOMMENDED BY GEOTECHNICAL

ENGINEER. IF SOIL OF THIS CAPACITY IS NOT FOUND AT THE ELEVATION NOTED, ENLARGE OR LOWER

FOOTINGS AT THE DIRECTION OF THE ARCHITECT/ENGINEER.

2. PLACE STRUCTURAL BACKFILL MEETING OR EXCEEDING MDOT CLASS II IN LAYERS NOT EXCEEDING 9”

LOOSE THICKNESS. COMPACT EACH LAYER TO AT LEAST 95% OF THE MAXIMUM DENSITY PER ASTM

D-1557. COMPACTING BY FLOODING IS NOT PERMITTED.

3. CENTER FOOTINGS UNDER WALL LOCATION AND COLUMNS UNLESS NOTED.

4. EARTH FORMS ARE NOT PERMITTED UNLESS SPECIFICALLY NOTED.

5. FOLLOWING DEMOLITION OF STRUCTURES AND STRIPPING OF TOPSOIL, PREPARE SOILS AND INSTALL

ENGINEERED FILL UNDER FOUNDATION BEARING LOCATIONS IN ACCORDANCE WITH SOILS REPORT BY

MCDOWELL AND ASSOCIATES, DATED APRIL 1, 2022.

6. DISTURBANCE OF THE FOUNDATION BEARING SOILS SHALL BE AVOIDED.

7. EXISTING FOUNDATIONS OR FLOOR SLAB ENCOUNTERED DURING SITE GRADINGS AND EXCAVATION

SHALL BE REMOVED TO A DEPTH OF TWO (2) FEET BELOW NEW CONSTRUCTION. REPLACE WITH

STRUCTURAL BACKFILL.

8. BACKFILL AND EXCAVATION PER SPECIFICATIONS.

9. CASINGS WILL BE REQUIRED FOR INSTALLATION OF DRILLED PIERS.

CONCRETE NOTES

1. ACI BUILDING CODE 318; MANUAL OF STANDARD PRACTICE FOR DETAILING 315 FOR THE MIXING, FABRICATION AND PLACEMENT OF CONCRETE, REINFORCING STEEL, AND ACCESSORIES.

2. CONCRETE STRENGTH - STANDARD WEIGHT CONCRETE:

FOOTINGS, WALLS, PIERS: F'C = 3000 MINIMUM PSI

CONCRETE SLABS ON GRADE: F'C = 3500 MINIMUM PSI

EXTERIOR CONCRETE SLABS EXPOSED TO DE-ICING: F'C = 5000 PSI

3. REINFORCING - BARS: ASTM A-615 GRADE 60

WELDED WIRE FABRIC: ASTM A-1064

4. PROVIDE SAWCUT CONTROL JOINTS AT APPROXIMATELY 15' MAXIMUM ON CENTER EACH WAY IN SLABS

ON GRADE, SEE DETAILS. LOCATE JOINTS UNDER PARTITIONS WHENEVER POSSIBLE. CONSTRUCTION JOINTS AT CONTRACTOR'S OPTION. CONTRACTOR TO SUBMIT PROPOSED CONTROL JOINT PLAN FOR

REVIEW AND APPROVAL.

5. FORM ALL CONCRETE.

6. EXPOSED EDGES OF CONCRETE BEAMS, COLUMNS, ETC. SHALL BE CHAMFERED ¾”.

7. PROVIDE CORNER BARS FOR ALL CONTIGUOUS CORNERS.

8. WATER/CEMENT RATIO LIMITS:

F'C = 3000 PSI 0.68 NON-AIR ENTRAINED, 0.50 AIR-ENTRAINED

F'C = 3500 PSI 0.62 NON-AIR ENTRAINED, 0.50 AIR-ENTRAINED

F'C = 5000 PSI 0.4 AIR-ENTRAINED

9. SLUMP LIMITS:

3” FOR FOUNDATIONS, 4” FOR SLABS AND WALLS

10. PROVIDE AIR ENTRAINED CONCRETE FOR EXTERIOR EXPOSURES.

11. REINFORCING LAP LENGTH: 45 BAR DIAMETERS (36 IF STAGGERED) FOR BARS UP TO #5, 60 BAR

DIAMETERS (48 IF STAGGERED) FOR BARS LARGER THAN #5.

WOOD FRAMING

1. DIMENSIONAL FRAMING MATERIAL SHALL BEAR THE GRADE MARK OF AN ALSC APPROVED AGENCY, KILN

DRIED, AND HAVE THE FOLLOWING MINIMUM STRESS GRADE:

2x4 STUD WALLS: SPRUCE-PINE-FIR, CONSTRUCTION GRADE OR BETTER.

2x6 AND LARGER: HEM-FIR #2 OR BETTER.

TIMBER POSTS: SOUTHERN YELLOW PINE #1 OR BETTER, TREATED FOR BELOW GRADE USE.

2. ROOF RAFTERS ANCHORED TO CONTINUOUS PLATES WITH ONE SIMPSON H3 ANCHOR UNLESS NOTED

OTHERWISE.

3. WOOD TO BE IN CONTACT WITH CONCRETE, MASONRY, OR GRADE SHALL BE PRESSURE TREATED.

PLYWOOD SHEATHING

1. PLYWOOD FOR ROOF DECK SHALL BE 1/2” THICK APA RATED SHEATHING, (24/16).

2. PLYWOOD FOR WALLS SHALL BE 1/2" THICK APA RATED SHEATHING, (24/16).

3. PLYWOOD FOR FLOORS SHALL BE 3/4" THICK APA RATED SHEATHING, (24/16).

4. ROOF SHEATHING FASTENED WITH 8D COMMON NAILS AT 4” O.C. AT PANEL EDGES AND INTERMEDIATE

SUPPORTS UNLESS NOTED OTHERWISE.

5. PANELS SHALL BE LAID IN A STAGGERED PATTERN, CONTINUOUS OVER TWO SPANS.

WOOD TRUSSES

1. WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED PER TRUSS PLATE INSTITUTE, INC.

SPECIFICATIONS.

2. DESIGN LOADS FOR TRUSSES SHALL BE:

TOP CHORD SNOW LOAD - 30 PSF (SEE DIAGRAM THIS SHEET FOR UNBALANCED SNOW LOAD)

TOP CHORD DEAD LOAD - 15 PSF

BOTTOM CHORD DEAD LOAD - 5 PSF

BOTTOM CHORD LIVE LOAD - 2,000 LB PANEL POINT (LOCATE ALONG TRUSS BOTTOM CHORD TO PRODUCE

THE GREATEST LOAD EFFECT)

TOP CHORD WIND UPLIFT - DESIGN IN ACCORDANCE WITH MICHIGAN BUILDING CODE 108 MPH, EXPOSURE D. DEPENDENT ON EFFECTIVE WIND AREA AND ZONE.

LOADS SHALL BE COMBINED PER MICHIGAN BUILDING CODE LOAD COMBINATIONS.

3. SHOP DRAWINGS FOR TRUSSES SHALL BE PREPARED BY THE SUPPLIER AND SUBMITTED TO THE

ARCHITECT/ENGINEER FOR APPROVAL. SHOP DRAWINGS SHALL BE PREPARED UNDER THE SUPERVISION AND SHALL BE CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER IN THE STATE WHERE THE

PROJECT IS LOCATED.

4. TRUSSES SHALL BE ANCHORED TO SUPPORTS WITH (2) SIMPSON H2.5A ANCHOR UNLESS NOTED

OTHERWISE.

5. LIMIT OVERHANG MEMBER DEFLECTION TO L/180.

6. PIGGY-BACK TRUSS TO TRUSS CONNECTION DESIGN AND SPECIFICATION BY TRUSS MANUFACTURER.

MINIMUM CONNECTION (2) SIMPSON TP47 PLATES EACH SIDE, @ 2'-0” ON CENTER.

7. PROVIDE MATCHING DEPTH TRUSS MEMBERS AT 2X FRAMING CONNECTIONS.

8. LATERAL WEB BRACING DESIGN AND CONNECTIONS BY TRUSS MANUFACTURER.

9. TRUSSES SHALL BE DESIGNED FOR MAXIMUM BEARING PRESSURE OF 405 PSI.

10. TEMPORARY BRACING PER BCSI TO BE CONTRACTORS RESPONSIBILITY. CONFORM TO ALL APPLICABLE

CODES AND STANDARDS.

STRUCTURAL COMPOSITE LUMBER

1. LAMINATED VENEER LUMBER (LVL):

FB = 2,600 PSI (BOTH TENSION & COMPRESSION)

FC (PERPENDICULAR) = 750 PSI

FC (PARALLEL) = 2,310 PSI

FV = 285 PSI

E = 1.9x106 PSI

S3.01

586.34 T.O. WALL

8"

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1 3 4 6 9 10 115 81.7 72

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B

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A

B

E

F

C

D

E.3

A

B

E

F

C

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DESIGN AND CONSTRUCTION DIVISION

DEPARTMENT OF NATURAL RESOURCES

5145 Livernois, Suite 100 Troy, Michigan 48098-3276

Tel: 248-879-5666 www.PeterBassoAssociates.com

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S U N U M

C I R C U M S P I C E

SI QU EREI S PE NI N SUL AM AMOE NA M

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

DEPARTMENT OF NATURAL RESOURCES

5145 Livernois, Suite 100 Troy, Michigan 48098-3276

Tel: 248-879-5666 www.PeterBassoAssociates.com

PBA Project No.: 2026.0047 Peter Basso Associates

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ONE LINE DIAGRAM & DETAILS

E5.01