DNR Storage_Cover Sheets_12.8.21.pdf

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CS-101 COVER SHEET

GENERAL

SHEET INDEX

NO.

ARCHITECTURAL

DATE

A-101 FLOOR PLAN

E-000

ELECTRICAL

SHEET INDEX

NO. DATE

M-101 FIRST FLOOR UNDERGROUND PLUMBING PLAN

MECHANICAL

M-201 FIRST FLOOR ABOVEGROUND PLUMBING PLAN

ELECTRICAL SYMBOLS LIST

E-101 ELECTRICAL POWER PLAN

A-109 ROOF PLAN

A-201 ELEVATIONS

03-13-20

LAKE

MICHIGAN

LAKE

SUPERIOR

LAKE

ERIE

LAKE

HURON

DNR MULTI-DIVISION

STORAGE FACILITY

Gaylord, Michigan DTMB File No.: 751/19239.RWG DTMB Index No.: NA

Department of Natural Resources

C-100 GENERAL NOTES

CIVIL

M-000 MECHANICAL GENERAL INFORMATIOM

M-301 FIRST FLOOR MECHANICAL PLAN

M-401 ENLARGED FIRST FLOOR PLUMBING PLAN

M-501 ENLARGED FIRST FLOORMECHANICAL PLAN

M-601 MECHANICAL DETAILS

M-701 MECHANICAL SCHEDULES

E-201 ELECTRICAL LIGHTING PLAN

E-301 ELECTRICAL MEZZANINE PLAN, 1-LINE DIAGRAM & PANEL SCHED.

PROPOSED BUILDING

A-301 BUILDING SECTIONS

CS-102 CODE ANALYSIS

A-401 WALL SECTIONS

C-101 LEGEND

C-200 EXISTING DEMOLITION

C-201 SOIL EROSION & SEDIMENT CONTROL

C-300 PROPOSED

C-400 GRADING

C-500 DETAILS

C-501 DETAILS

STRUCTURAL

S-000 STRUCTURAL GENERAL NOTES

S-001 STRUCTURAL GENERAL NOTES

S-210 FOUNDATION PLAN

S-801 FOUNDATION DETAILS

03-13-20

03-13-20

03-13-20

03-13-20

03-13-20

03-13-20

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03-13-20

03-13-20

03-13-20

03-13-20

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03-13-20

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03-13-20

03-13-20

03-13-20

03-13-20

03-13-20

A-402 WALL SECTIONS 03-13-20

A-403 STAIR SECTION 03-13-20

A-701 DOOR & ROOM SCHEDULE 03-13-20

S-802 STRUCTURAL DETAILS

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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2020

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OAKLAND

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LAPEER

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ANTRIM

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GRAND TRAVERSE

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TUSCOLA

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WEXFORD

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LELANAU

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ARENAC

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BAY

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MISSAUKEE

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BENZIE

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HURON

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KALKASKA

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CRAWFORD

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OTSEGO

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CHALEVOIX

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MACKINAC

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EMMET

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CHEBOYGAN

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IOSCO

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OSCODA

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OGEMAW

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MONTMORENCY

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ROSCOMMON

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ALPENA

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PRESQUE ISLE

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CHIPPEWA

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LUCE

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ALCONA

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SCHOOLCRAFT

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MANISTEE

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OCEANA

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MUSKEGON

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MASON

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BERRIEN

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GOGEBIC

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DICKINSON

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MENOMINEE

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DELTA

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ST. CLAIR

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ONTONAGON

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IRON

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BARAGA

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HOUGHTON

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KEWEENAW

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ST. JOSEPH

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MARQUETTE

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ALGER

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MONROE

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MIDLAND

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BARRY

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HILLSDALE

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CASS

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KALAMAZOO

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BRANCH

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KENT

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LENAWEE

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CALHOUN

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GLADWIN

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OSCEOLA

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JACKSON

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ISABELLA

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GRATIOT

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VAN BUREN

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ALLEGAN

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OTTAWA

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INGHAM

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LIVINGSTON

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EATON

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GENESEE

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IONIA

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CLINTON

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WAYNE

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MECOSTA

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MACOMB

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NEWAYGO

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LAKE

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MONTCALM

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SAGINAW

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CLARE

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SANILAC

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WASHTENAW

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SHIAWASSEE

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OAKLAND

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LAPEER

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ANTRIM

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GRAND TRAVERSE

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TUSCOLA

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WEXFORD

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LELANAU

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ARENAC

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BAY

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MISSAUKEE

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BENZIE

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HURON

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KALKASKA

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CRAWFORD

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OTSEGO

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MACKINAC

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CHALEVOIX

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EMMET

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CHEBOYGAN

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IOSCO

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OSCODA

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OGEMAW

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MONTMORENCY

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ROSCOMMON

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ALPENA

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PRESQUE ISLE

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CHIPPEWA

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LUCE

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ALCONA

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PRELIMINARY

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CONSTRUCTION

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FINAL RECORD

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DATE

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ISSUED FOR

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INDEX CODE

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PROJECT

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IDENTIFICATION NO.

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SHEET

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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FACILITIES AND BUSINESS SERVICES ADMINISTRATION

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ROBERT C. HALL, RA, NCARB, DIRECTOR

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SHEET TITLE:

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CODE ANALYSIS LEGEND

DENOTES FIRE BARRIER -

SEE SHEET A-101 FOR WALL

TYPES

3,227 S.F.4,445 S.F.4,583 S.F.4,583 S.F.1,419 S.F.

572 S.F.

323 S.F.

340 s.f.

1306 s.f.

4,759 S.F.

OPEN UNHEATED HEATEDUNHEATED UNHEATED UNHEATED

HEATED

MEZZANINE

S-2 USAGE S-2 USAGES-2 USAGES-2 USAGES-2 USAGES-2 USAGE

S-1 USAGE

S-1 USAGE

S-2 USAGE

STATEMENT OF SPECIAL INSPECTIONS

(2015 MICHIGAN BUILDING CODE)

THE AREAS MARKED BELOW MUST HAVE SPECIAL INSPECTIONS

[X] STRUCTURAL STEEL CONSTRUCTION (1705.2.1) - METAL BUILDING

[ X ] STEEL CONSTRUCTION OTHER THAN STRUCTURAL (1705.2.2 & TABLE 1705.2.2)

[ ] MATERIAL VERIFICATION OF COLD-FROMED STEEL DECK (TABLE 1705.2.2 #1)

[X] WELDING (1705.2.2 & TABLE 1705.2.2 #2)

[X] COLD-FORMED STEEL DECK (1705.2.a)

[ ] REINFORCING STEEL (1705.2.2.b)

[ ] COLD- FORMED STEEL TRUSSES (SPANNING 60'-O" OR GREATER (1705.2.2.2)

[X] CONCRETE CONSTRUCTION (1705.3 & TABLE 1705.3)

[X] REINFORCING STEEL (TABLE 1705.3 #1 & #2)

[X] PRESTRESSING TENDONS AND PLACEMENT (TABLE 1705.3 #1)

[ ] WELDING (TABLE 1705.3 #2)

[ ] CAST-IN-PLACE ANCHORS (TABLE 1705.3 #3)

[ ] POST- INSTALLED ANCHORS (TABLE 1705.3 #4)

[X] DESIGN MIX (TABLE 1705.3 #5)

[X] SAMPLING & STRENGTH TESTS (TABLE 1705.3 #6)

[X] CONCRETE PLACEMENT (TABLE 1705.3 #7)

[ ] SHOTCRETE PLACEMENT (TABLE 1705.3 #7)

[X] CURING (TABLE 1705.3 #8)

[ ] PRESTRESSED (TABLE 1705.3 #9)

[ ] APPLICATION OF PRESTRESSING FORCES

[ ] GROUTING OF BONDED PRESTRESSING TENDONS/ SEISMIC

[ ] PRECAST ERECTION (TABLE 1705.3 #10)

[ ] VERIFICATION OF IN-SITU CONRETE STRENGTH (TABLE 1705.3 #11)

[ ] FORMWORK (TABLE 1705.3 #12)

[ ] MASONRY CONSTRUCTION (MBC 1705.4 AND MASONRY STANDARD TMS 402- 11/ACI

530-11/ASCE 5-11), SEE ALSO EXCEPTIONS

[ ] LEVEL 'A' QUALITY ASSURANCE, RISK CATEGORY I, II OR III DESIGNED IN

ACCORDANCE W/ CHP. 5, 6 OR 7, TABLE 1.19.1 (I.E. EMPIRICAL OR PERSCRIPTIVE)

[ ] LEVEL 'B' QUALITY ASSURANCE

[ ] RISK CATEGORY IV DESIGNED IN ACCORDANCE W/ CHP. 5, 6 OR 7,

TABLE 1.19.2 (I.E. EMPIRICAL OR PERSCRIPTIVE)

[X] RISK CATEGORY I, II OR III DESIGNED IN ACCORDANCE OTHER THAN

CHP. 5, 6 OR 7, TABLE 1.19.2 (I.E. ENGINEERED)

[ ] LEVEL 'C' QUALITY ASSURANCE, RISK CATEGORY IV DESIGNED IN ACCORDANCE W/

CHP. 5, 6 OR 7, TABLE 1.19.3 (EMPIRICAL OR PERSCRIPTIVE)

[ ] VERTICAL MASONRY FOUNDATION ELEMENTS. (1705.4.2)

[X] SOILS (1705.6 & TABLE 1705.6)

[X] VERIFICATION OF BEARING MATERIAL CAPACITY (TABLE 1705.6 #1)

[X] VERIFICATION OF EXCAVATION DEPTH BEARING MATERIAL (TABLE 1705.6 #2)

[X] CLASSIFICATION AND TESTING OF FILL (TABLE 1705.6 #3)

[X] VERIFY ENGINEERED FILL DURING PLACEMENT AND COMPACTION (TABLE 1705.6 #4)

[X] VERIFY SITE/ SUBGRADE PREPARATION PRIOR TO FILL PLACEMENT (TABLE 1705.6 #5)

[ ] SPRAYED FIRE-RESISTANT MATERIALS (1705.13)

[ ] MASTIC & INTUMESCENT FIRE-RESISTANT COATINGS (1705.14)

[ ] EXTERIOR INSULATION & FINISH (EIFS) (1705.15 AND 1408.6)

[ ] WATER-RESISTIVE BARRIER COATING (1705.15.1)

[X] FIRE RESISTANT PENETRATIONS AND JOINTS (1705.16)

[X] PENETRATION FIRESTOPS (1705.16.1)

[X] FIRE- RESISTANT JOINT SYSTEMS (1705.16.2)

[ ] SMOKE CONTROL (1705.17)

UNLESS OTHERWISE NOTED, THE GENERAL CONTRACTOR MUST COORDINATE AND

SCHEDULE ALL INSPECTIONS AND TESTING REQUIRED IN EACH SECTION OF THE

SPECIFICATION AND THE SPECIAL INSPECTIONS MARKED BELOW. NOTIFY EACH

INSPECTING OR TESTING AUTHORITY OR AGENCY 24 HOURS IN ADVANCE OF EACH

INSPECTION OR TEST. SUBMIT ONE COPY OF EACH REPORT OR TEST AS IT IS MADE

AVAILABLE TO THE ARCHITECT FOR THEIR REVIEW. THE GENERAL CONTRACTOR

MUST HIRE AND PAY A THIRD PARTY COMPANY TO COMPLETE ALL REQUIRED

INSPECTIONS, TESTING AND SPECIAL INSPECTIONS.

[ ] SPECIAL CASES AS DETERMINED BY AHJ (1705.1.1)

CODE DATA

BUILDING CODE: MICHIGAN BUILDING CODE - 2015

MBC

CONSTRUCTION TYPE: IIB

OCC. GROUP: MIXED USE: S-1 & S-2

HEIGHT: 1-STORY- 19'-0" EAVE HEIGHT / 22'-2" RIDGE HEIGHT

ALLOWABLE AREA: 30,625 S.F.

PROPOSED AREA: 24,559 S.F.

SITE DATA:

ZONING: B-2, GENERAL BUSINESS DISTRICT

SITE AREA: 2,270,783 S.F. (52.2 ACRES)

PARKING:

REQUIRED: N/A

PROVIDED: N/A

PLUMBING CODE: MICHIGAN PLUMBING CODE - 2015

MECHANICAL CODE: MICHIGAN MECHANICAL CODE - 2015

ELECTRICAL CODE: MICHIGAN ELECTRICAL CODE - 2014, INCORPORATING THE 2014

NEC W/ 2014 MICHIGAN PART 8 RULES

FIRE CODE: INTERNATIONAL FIRE CODE- 2015

ENERGY CODE: ASHRAE STANDARD 90.1-2013 W/ 2017 MICHIGAN

ENERGY CODE PART 10A AMENDMENTS

FIRE SUPPRESSION: N/R

FIRE ALARM: N/A

ACCESSIBILITY: N/R

DESIGN PROFESSIONAL IN

RESPONSIBLE CHARGE

SIDOCK GROUP , INC.

BRADLEY BUTCHER, AIA

STATE OF MICHIGAN

LICENSE NUMBER #1301035102

DEFERRED DOCUMENTS STATEMENT

PLAN REVIEW

ITEM NO. AND/OR

SPECIFICATION

SECTION NO.

DESCRIPTION OF DEFERRED ITEMS THAT SHALL BE

SUBMITTED FOR REVIEW AND APPROVAL BY THE

CONTRACTOR TO THE JURISDICTION HAVING AUTHORITY.

THESE CONSTRUCTION DOCUMENTS WERE PREPARED FOR

COMPLIANCE WITH THE MICHIGAN CONSTRUCTION CODES IN EFFECT AT

THE TIME OF PERMIT SUBMITTAL. ALL ENGINEERS, CONTRACTORS AND

SUPPLIERS INVOLVED WITH THIS PROJECT SHALL COMPLY WITH THE

SAME CODES, ISSUED AND APPROVED CODE MODIFICATIONS AND/OR

LOCAL JURISDICTION CONSTRUCTION BOARDS OF APPEALS RULINGS

AND, WHENEVER REQUIRED, SHALL PROVIDE SHOP DRAWINGS AND

SUBMITTALS CLEARLY DESCRIBING COMPLIANCE TO THE REGISTERED

DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE FOR REVIEW AND

APPROVAL.

DIVISION 05 32 00 COLD FORMED STEEL DECK SHOP DRAWINGS

DIVISION 05 50 00 METAL RAILINGS SHOP DRAWINGS

DIVISION 07 83 00 FIRESTOPPING SYSTEMS

(JOINTS AND PENETRATIONS) SHOP DRAWINGS

DIVISION 13 34 19 PRE-ENGINEERED METAL BUILDING

CODE DATA

BUILDING CODE: MICHIGAN BUILDING CODE - 2015

MBC

CONSTRUCTION TYPE: IIB

OCC. GROUP: MIXED USE: S-1 & S-2

HEIGHT: 1-STORY- 19'-0" EAVE HEIGHT / 22'-2" RIDGE HEIGHT

ALLOWABLE AREA: 30,625 S.F.

PROPOSED AREA: 24,559 S.F.

SITE DATA:

ZONING: B-2, GENERAL BUSINESS DISTRICT

SITE AREA: 2,270,783 S.F. (52.2 ACRES)

PARKING:

REQUIRED: N/A

PROVIDED: N/A

PLUMBING CODE: MICHIGAN PLUMBING CODE - 2015

MECHANICAL CODE: MICHIGAN MECHANICAL CODE - 2015

ELECTRICAL CODE: MICHIGAN ELECTRICAL CODE - 2014, INCORPORATING THE 2014

NEC W/ 2014 MICHIGAN PART 8 RULES

FIRE CODE: INTERNATIONAL FIRE CODE- 2015

ENERGY CODE: ASHRAE STANDARD 90.1-2013 W/ 2017 MICHIGAN

ENERGY CODE PART 10A AMENDMENTS

FIRE SUPPRESSION: N/R

FIRE ALARM: N/A

ACCESSIBILITY: N/R

DESIGN PROFESSIONAL IN

RESPONSIBLE CHARGE

SIDOCK GROUP , INC.

BRADLEY BUTCHER, AIA

STATE OF MICHIGAN

LICENSE NUMBER #1301035102

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THIS MATERIAL IS THE EXCLUSIVE PROPERTY OF

SIDOCK GROUP, INC. AND CANNOT BE REPRODUCED,

COPIED, OR USED IN ANY MANNER WITHOUT THE PRIOR

WRITTEN CONSENT OF SIDOCK GROUP, INC. 2020

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MAX. TRAVEL = 66 FT.

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CONSTRUCTION

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ISSUED FOR

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INDEX CODE

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PROJECT

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IDENTIFICATION NO.

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DESIGNED

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DRAWN

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CHECKED

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APPROVED

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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FACILITIES AND BUSINESS SERVICES ADMINISTRATION

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ROBERT C. HALL, RA, NCARB, DIRECTOR

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SHEET TITLE:

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