21692_230215_Bid Documents Binder Sealed.pdf

Know what's

R

Sheet Number:

Project Number:

Sheet Title:

Drawn:

Checked:

Approved:

Seal:

45650 Grand River Avenue Novi, Michigan 48374

Ph: (248)349-4500 • Fax: (248)349-1429

Issued ForDate

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. 2021

Project:

Client:

Corporate Headquarters

Sault Ste. Marie • Tampa • Wyandotte

Key Plan:

Gaylord • Lansing • Muskegon • Novi www.sidockgroup.com

Sidock Group

No Scale

757 S. Wisconsin Ave.

Gaylord, Michigan 49735

Ph: (989)705-8400 • Fax: (989)705-8403

Gaylord Office

DEPARTMENT OF

TECHNOLOGY

MANAGEMENT &

BUDGET

DNR ATLANTA

FIELD OFFICE

ADDITION

13501 M-33

ATLANTA, MI

521692

1/26/2022 75% REVIEW

02/17/2022 90% REVIEW

02/15/2023 BIDS

AH

TM

BB

COVER

SHEET

CS-000

PROJECT INFORMATION

SITE AREA:

EXISTING: EXISTING

ZONING:

EXISTING= N/A- NO CHANGE IN USE

USE:

PRIMARY USE: BUSINESS

PARKING: EXIST.- NO CHANGE OF USE, NO INCREASE IN PARKING PROPOSED

SITE DATA

BUILDING DATA

STATE OF MICHIGAN

DEPARTMENT OF NATURAL RESOURCES

DNR ATLANTA FIELD OFFICE ADDITION

FILE NO. 751/22024.MAA

GENERAL

SHEET INDEX

ARCHITECTURAL

AS-101 ARCHITECTURAL SITE PLAN

AD-101 DEMOLITION FLOOR PLAN

A-101 FLOOR PLAN

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTION & WALL SECTION

A-601 INTERIOR ELEVATIONS, INTERIOR DETAILS, ROOM FINISH SCH., & TRANSITION

A-801 REFLECTED CEILING PLAN

CS-000 COVER SHEET

MECHANICAL

ELECTRICAL

M-101 MECHANICAL PLAN

E-101 POWER, COMMUNICATIONS AND LIGHTING PLAN

E-102 GENERAL NOTES, SPECIFICATIONS, SYMBOL SCHEDULE, &

PANEL SCHEDULE

STRUCTURAL

S-101 FOUNDATION PLAN

CODE INFORMATION

BUILDING CODE: 2015 MICHIGAN REHABILITATION CODE FOR EXISTING BUILDINGS

HEIGHT/AREA MODIFICATIONS: N/A- EXIST./ NO ADDITION OF SPACE PROPOSED

RISK CATEGORY: II

PLUMBING CODE: MICHIGAN PLUMBING CODE - 2018

MECHANICAL CODE: MICHIGAN MECHANICAL CODE - 2015

ELECTRICAL CODE: MICHIGAN ELECTRICAL CODE - 2017, INCORPORATING THE

2017 NEC W/ MICHIGAN PART 8 RULES

FIRE CODE: INTERNATIONAL FIRE CODE- 2015

ENERGY CODE: ASHRAE STANDARD 90.1-2013 W/ 2015 MICHIGAN UNIFORM

ENERGY CODE PART 10A AMENDMENTS

CONSTRUCTION CLASSIFICATION: VB (NOT SPRINKLERED, EXISTING)

OCC. GROUP(S): B (BUSINESS)

BUILDING AREA:

EXISTING 2,598 S.F.

ADDITION 864 S.F.

TOTAL= 3,462 S.F.

LAKE

MICHIGAN

LAKE

SUPERIOR

LAKE

ERIE

LAKE

HURON

SCALE:

N

PROJECT SITE

1955 HARTWICK PINES RD. GRAYLING, MI 49738

S-102 STRUCTURAL DETAILS

SCALE:

N

ARCHITECTURAL SITE PLAN

1"=30'-0" Sheet Number:

Project Number:

Sheet Title:

Drawn:

Checked:

Approved:

Seal:

45650 Grand River Avenue Novi, Michigan 48374

Ph: (248)349-4500 • Fax: (248)349-1429

Issued ForDate

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. 2021

Project:

Client:

Corporate Headquarters

Sault Ste. Marie • Tampa • Wyandotte

Key Plan:

Gaylord • Lansing • Muskegon • Novi www.sidockgroup.com

Sidock Group

No Scale

757 S. Wisconsin Ave.

Gaylord, Michigan 49735

Ph: (989)705-8400 • Fax: (989)705-8403

Gaylord Office

DEPARTMENT OF

TECHNOLOGY

MANAGEMENT &

BUDGET

DNR ATLANTA

FIELD OFFICE

ADDITION

13501 M-33

ATLANTA, MI

521692

'-0

24'-0"

EX. TELEPHONE

EX. DRAIN

FIELD

EX.

TRANSFORMER

EX. WELL

TANK AND

PUMP

EX. T

ELE

PHONE

EX. W

ATER

EX.OFFICE

BUILDING

EX.VISITOR

PARKING

EX.EMPLOYEE

PARKING

M-33

EX. E

LE

CTRIC

EX. DRAIN

FIELD

EX. SEPTIC

EX. SEPTIC

TANK

EX. SEPTIC

TANK

EX. DRAIN

FIELD

EX. L.P.

GAS

EX.GAS

EX.SEPTICEX.ELECTRIC

EXISTING STORAGE BUILDINGEXISTING

STORAGE

BUILDING

EX. L.P.

GAS

EX.GENERATOR

EX.GENERATOR

EX.

ELECTRIC

EX. GAS

ADDITION

(1-STORY)

EX. WALK

CONCRETE WALK

SLOPED NO

MORE THAN 5%

EX. WALK

01/26/2022 75% REVIEW

02/17/2022 90% REVIEW

02/15/2023 BIDS

AH

TM

BB

ARCHITECTURAL

SITE PLAN

AS-101

KAB'17

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

1-3" STONE

MAINTENANCE

STRIP ON FILTER

FABRIC, TO EDGE

OF ROOF EAVE.

NOTE:

CONTRACTOR TO

REMOVE ALL SPOILS

FROM EXCAVATION

OFF SITE.

DEMOLITION WALL LEGEND:

EXISTING WALL AND/OR

CONSTRUCTION TO REMAIN

REMOVE EXISTING WALL AND/OR

CONSTRUCTION

**NOTE: WALL LEGEND SHOWN FOR GRAPHICAL REFERENCE ONLY.

REFER TO WALL TYPES AND SECTIONS FOR ADDITIONAL DETAILS

AND INFORMATION.

EXISTING WINDOW,

STOREFRONT/ BORROWED

LITE (EXACT TYPE MAY VARY)

TO REMAIN

EXISTING DOOR AND FRAME

ASSEMBLY TO REMAIN

REMOVE EXISTING WALL AND/OR

CONSTRUCTION AND EXISTING

DOOR AND FRAME ASSEMBLY

EXISTING NOTES

1. CONTRACTOR MUST VISIT THE SITE AND FAMILIARIZE HIMSELF

WITH ALL EXISTING CONDITIONS. VERIFY MEASUREMENTS WITH

CORRESPONDING CONSTRUCTION OR EXISTING CONDITIONS

PRIOR TO PROCEEDING WITH THE WORK, AND NOTIFY THE

ARCHITECT IMMEDIATELY OF SIGNIFICANT DISCREPANCIES.

2. VERIFY ALL CONDITIONS COVERING OR AFFECTING THE

STRUCTURAL WORK; OBTAIN AND VERIFY ALL DIMENSIONS AND

ELEVATIONS TO ENSURE THE PROPER STRENGTH, FIT AND

LOCATION OF THE STRUCTURAL WORK; REPORT TO THE

ARCHITECT ANY AND ALL CONDITIONS WHICH MAY INTERFERE

WITH OR OTHERWISE AFFECT OR PREVENT THE PROPER

EXECUTION AND COMPLETION OF THE NEW WORK. ALL

DISCREPANCIES SHALL BE FULLY RESOLVED PRIOR TO

COMMENCING WORK.

3. EXISTING CONSTRUCTION NOT UNDERGOING ALTERATION IS TO

REMAIN UNDISTURBED, WHERE SUCH CONSTRUCTION IS

DISTURBED AS A RESULT OF THE OPERATIONS OF THIS

CONTRACT, IT MUST BE REPAIRED OR REPLACED BY THE

CONTRACTOR AS REQUIRED AND TO THE SATISFACTION OF THE

ARCHITECT.

4. WHERE THE EXISTING CONSTRUCTION IS TO BE ALTERED, OR

OTHERWISE DISTURBED, PROVIDE TEMPORARY AND/OR

PERMANENT BRACING AND SHORING AS MAY BE REQUIRED

BEFORE AND DURING OPERATIONS AND UNTIL THE WORK IS

SAFELY COMPLETED AND NO LONGER NEEDS SAME.

5. EACH CONTRACTOR SHALL PROVIDE ALL THE NECESSARY

SUPPORT, BRACING, SHORING, ETC. (TEMPORARY AND/OR

PERMANENT) OF BOTH NEW AND EXISTING CONSTRUCTION AS

REQUIRED FOR THE SAFE INSTALLATION OF THE NEW

CONSTRUCTION AND EQUIPMENT.

6. THE STRUCTURE IS DESIGNED TO BE SELF SUPPORTING AND

STABLE AFTER THE BUILDING IS FULLY COMPLETED. IT IS THE

CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION

PROCEDURE AND SEQUENCE, AND TO ENSURE THE SAFETY OF

THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION.

THIS INCLUDES THE ADDITION OF TEMPORARY BRACING, GUYS

OR TIE-DOWNS IF NECESSARY.

7. THE CONTRACTOR IS RESPONSIBLE FOR MEANS, METHODS,

SEQUENCES, AND PROCEDURES OF CONSTRUCTION.

8. PROVIDE FIRE WATCH DURING FIELD CUTTING AND WELDING

OPERATIONS, MEETING THE OWNER'S REQUIREMENTS.

9. ALL EXISTING STRUCTURAL MEMBERS TO REMAIN, U.N.O.

CONTINUED USE OF FACILITIES:

1. EACH CONTRACTOR SHALL AT ALL TIMES MAINTAIN A CLEAN AND

SAFE PASSAGEWAY FOR THE OWNER' S OPERATION AND

PERSONNEL IN EXISTING AREAS AND MAINTAIN CLEARANCES

ADJACENT TO AND IN CONNECTION WITH THE WORK

PERFORMED.

2. EACH CONTRACTOR SHALL EFFECTIVELY CONFINE DUST, DIRT

AND NOISE TO THE ACTUAL CONSTRUCTION AREA AS APPROVED

BY THE GENERAL CONTRACTOR IN ACCORDANCE WITH STATE OF

MICHIGAN REGULATIONS.

3. WORK SHALL, IF REQUIRED, BE CONSTRUCTED IN PHASES TO

ACCOMMODATE THE OWNER'S USE OF THE PREMISES DURING

THE CONSTRUCTION PERIOD AND FOR INSTALLATION OF HIS

EQUIPMENT. COORDINATE THE CONSTRUCTION SCHEDULE WITH

THE GENERAL CONTRACTOR AND OWNER'S REPRESENTATIVE.

4. DURING THE CONTRACTOR'S PERFORMANCE OF THE WORK OF

THIS CONTRACT, THE OWNER'S WILL CONTINUE TO OCCUPY THE

EXISTING BUILDING. INTERRUPTION OF BUILDING ACCESS AND

FACILITIES BY THE CONTRACTOR WILL NOT BE PERMITTED; TO

WHATEVER EXTENT SUCH INTERRUPTIONS MIGHT INTERFERE

WITH OWNER'S OCCUPANCY. LIMIT CONSTRUCTION OPERATIONS

TO THOSE METHODS AND PROCEDURES WHICH WILL NOT

ADVERSELY AND UNDULY EFFECT THE WORKING ENVIRONMENT

OF OWNER'S OCCUPIED SPACES, INCLUDING NOISE, DUST,

ODORS, AIR POLLUTION, AMBIENT DISCOMFORT, POOR LIGHTING,

HAZARDS AND OTHER UNDESIRABLE EFFECTS AND CONDITIONS.

COORDINATE AND SCHEDULE ALL WORK IN EXISTING BUILDING

WITH OWNER AND GENERAL CONTRACTOR.

1. REMOVE ALL MATERIALS AND DEBRIS CREATED DURING THE DEMOLITION AND/OR

CONSTRUCTION PROCESS AND DISPOSE OFF SITE IN A SAFE AND LEGAL MANNER.

2. PROVIDE TEMPORARY PROTECTION AND WEATHER SEAL FOR INTERIOR DURING

CONSTRUCTION PROCESS. TEMPORARY CONSTRUCTION MUST BE WATER TIGHT TO

PREVENT ANY DAMAGE OR VANDALISM TO EXISTING INTERIOR SPACE.

3. PROVIDE DUST MATS AT ALL CONSTRUCTION AREA ENTRANCE AND EXIT LOCATIONS.

4. PERFORM ALL DEMOLITION WORK REQUIRED ON THE EXISTING BUILDING AS CALLED FOR

ON THE DRAWINGS AND/OR AS REQUIRED TO ACCOMMODATE THE WORK.

5. CAP, PATCH AND REPAIR ALL HOLES AND SURFACES IN WALLS, FLOORS AND CEILINGS

WHERE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND/OR ELECTRICAL ITEMS ARE

REMOVED AS A RESULT OF THE DEMOLITION OPERATIONS.

6. ALL EXISTING CONCRETE SLAB ON GRADE, CONCRETE TOPPING AND/OR CONCRETE

PLANK CONSTRUCTION TO REMAIN IS TO BE PATCHED, REPAIRED, AND/OR FILLED TO

MATCH EXISTING, PREPARE TO RECEIVE NEW FINISH.

7. CARRY OUT ALL DEMOLITION WORK IN CLOSE COORDINATION AND COOPERATION WITH

STRUCTURAL TRADES FOR PROPER SEQUENCING OF THE WORK TO ASSURE THE

COMPLETE SAFETY AND STRUCTURAL INTEGRITY OF THE BUILDING AND ITS ELEMENTS AT

ALL TIMES. PROVIDE TEMPORARY COLUMNS, JACKS, BEAMS, ETC., WHERE REQUIRED FOR

SUPPORT OF EXISTING ELEMENTS OF CONSTRUCTION TO REMAIN IN SAFE, COMPETENT

MANNER, IN CONFORMANCE WITH ALL LAWS, CODES ORDINANCES, RULES AND

REGULATIONS BEARING ON THE WORK.

8. DEMOLITION OF ALL PORTIONS OF THE STRUCTURE TO BE REMOVED SHALL BE DONE WITH

UTMOST CARE, USING TOOLS AND METHODS SUBJECT TO OWNER'S APPROVAL. ALL

POSSIBLE CARE SHALL BE TAKEN TO AVOID DAMAGING, SHOCK OR VIBRATION TO

PORTIONS OF EXISTING STRUCTURE TO REMAIN.

10. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION AND ELEVATION OF EXISTING

SEWERS, DRAINS, ETC. IN DEMOLITION AREAS BEFORE PROCEEDING WITH THE WORK, ALL

DISCREPANCIES SHALL BE DOCUMENTED AND REPORTED TO THE ARCHITECT.

11. SAW CUT & REMOVE EXISTING CONCRETE SLAB FOR PLACEMENT OF PLUMBING WORK,

FOUNDATIONS, STRUCTURAL STEEL, NECESSARY CAPPING OF EXISTING LINES AND

FOUNDATION WORK, ETC. COORDINATE WITH STRUCTURAL ENGINEER AND ARCHITECT.

12. SAWCUT AND REMOVE EXISTING MASONRY AS REQUIRED AT EXISTING WALL OPENINGS TO

ACCOMMODATE NEW DOORS/ WINDOWS.

13. REMOVE AND RELOCATE MECHANICAL AND ELECTRICAL ITEMS, INCLUDING PIPING,

FIXTURES, EQUIPMENT, DUCTWORK, WIRING DEVICES, PANELS AND ACCESSORIES AS

REQUIRED. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR MECHANICAL AND

ELECTRICAL DEMOLITION.

14. REMOVE ALL EXISTING FLOOR DRAINS AND CLEANOUTS U.N.O., REMOVE ALL EXISTING

EXPOSED PIPING AND ABANDON ALL HIDDEN PIPING THROUGHOUT WORK AREA.

15. ALL EXISTING CONSTRUCTION TO REMAIN U.N.O.

16. ALL EXISTING MATERIALS INDICATED TO REMAIN SHALL BE REPAIRED TO MATCH EXISTING.

MATERIALS BEYOND REPAIR SHALL BE REPLACED TO MATCH EXISTING.

17. PATCH AND PREPARE ALL DEMOLITION AREAS FOR NEW FINISHES, REFER TO

ARCHITECTURAL DRAWINGS.

18. REMOVE EXIST. GYPSUM BOARD AS REQUIRED TO ALLOW FOR INSTALLATION OF SOUND

INSULATION WHERE INDICATED, COORDINATE W/ FLOOR PLAN FOR LOCATION AND WALL

TYPE(S).

19. REMOVE EXISTING GYPSUM BOARD AS REQUIRED FOR INSTALLATION OF SOUND CONTROL

GYPSUM BOARD AND SOUND INSULATION, COORDINATE W/ FLOOR PLAN FOR LOCATION

AND WALL TYPE(S).

16. REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR SPECIFIC TRADE RELATED

DEMOLITION WORK.

17. REFER TO SECTION 24100 - DEMOLITION, IN THE SPECIFICATION FOR FURTHER

INFORMATION PRIOR TO THE START OF DEMOLITION.

DEMOLITION NOTES

Sheet Number:

Project Number:

Sheet Title:

Drawn:

Checked:

Approved:

Seal:

45650 Grand River Avenue Novi, Michigan 48374

Ph: (248)349-4500 • Fax: (248)349-1429

Issued ForDate

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. 2021

Project:

Client:

Corporate Headquarters

Sault Ste. Marie • Tampa • Wyandotte

Key Plan:

Gaylord • Lansing • Muskegon • Novi www.sidockgroup.com

Sidock Group

No Scale

757 S. Wisconsin Ave.

Gaylord, Michigan 49735

Ph: (989)705-8400 • Fax: (989)705-8403

Gaylord Office

DEPARTMENT OF

TECHNOLOGY

MANAGEMENT &

BUDGET

DNR ATLANTA

FIELD OFFICE

ADDITION

13501 M-33

ATLANTA, MI

521692

01/26/2022 75% REVIEW

02/17/2022 90% REVIEW

02/15/2023 BIDS

AH

TM

BB

DEMOLITION

FLOOR PLAN

AD-101

REMOVE

EXISTING

EXTERIOR

DOOR, FRAME

AND HARDWARE

EXISTING

WINDOWS TO

REMAIN, TYP.

EXISTING

BUILDING

N.I.C.

SCALE:

N

DEMOLITION FLOOR PLAN

1/4"=1'-0"

~864 SF - ADDITION

N

PLAN

EXISTING

DOOR TO

REMAIN

EXISTING

DOOR TO

REMAIN

EXISTING

WINDOWS TO

REMAIN

REMOVE EXISTING

SIDING AND

SHEATHING TO

ACCOMMODATE

NEW WORK

REMOVE

EXISTING

SOFFIT

CONSTRUCTION

Sheet Number:

Project Number:

Sheet Title:

Drawn:

Checked:

Approved:

Seal:

45650 Grand River Avenue Novi, Michigan 48374

Ph: (248)349-4500 • Fax: (248)349-1429

Issued ForDate

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. 2021

Project:

Client:

Corporate Headquarters

Sault Ste. Marie • Tampa • Wyandotte

Key Plan:

Gaylord • Lansing • Muskegon • Novi www.sidockgroup.com

Sidock Group

No Scale

757 S. Wisconsin Ave.

Gaylord, Michigan 49735

Ph: (989)705-8400 • Fax: (989)705-8403

Gaylord Office

DEPARTMENT OF

TECHNOLOGY

MANAGEMENT &

BUDGET

DNR ATLANTA

FIELD OFFICE

ADDITION

13501 M-33

ATLANTA, MI

521692

01/26/2022 75% REVIEW

02/17/2022 90% REVIEW

02/15/2023 BIDS

AH

TM

BB

EXTERIOR

ELEVATIONS

A-201SCALE:

SOUTH ELEVATION

1/4"=1'-0"

SCALE:

WEST ELEVATION

1/4"=1'-0"

SCALE:

EAST ELEVATION

1/4"=1'-0"

4'-0"

EXISTING

ALUMINUM

GRILLE TO

REMAIN

EXISTING 1X

TRIM TO REMAIN

EXISTING

HORIZONTAL

SIDING TO REMAIN

EXISTING

FASCIA TO

REMAIN

EXISTING

ROOF TO

REMAIN

8" CMU

HORIZONTAL

SIDING TO

MATCH EXISTING

WINDOWS

(MATCH EXISTING,

V.I.F.)

1X FASCIA

(MATCH

EXISTING, V.I.F.)

1x FASCIA

(MATCH

EXISTING, V.I.F.)

SHINGLED

ROOF

(MATCH

EXISTING, V.I.F.)

ALUMINUM GRILLE,

MATCH EXISTING

SIZE/NFA

VERTICAL SIDING

(MATCH EXISTING,

V.I.F.)16

'-1 0"

(MATCH EXISTING)

4'-0"

EXISTING

ROOF TO

REMAIN

EXISTING

FASCIA TO

REMAIN

EXISTING

TRIM TO

REMAIN

EXISTING

WINDOWS

TO REMAIN

EXISTING

HORIZONTAL

SIDING TO

REMAIN

8" CMU,

EXPOSED

WINDOWS

(MATCH

EXISTING,

V.I.F.)

HORIZONTAL

SIDING (MATCH

EXISTING)

1X FASCIA

(MATCH

EXISTING)

1x FASCIA

(MATCH

EXISTING)

SHINGLED

ROOF

(MATCH

EXISTING)

EXISTING

ROOF TO

REMAIN

EXISTING

FASCIA TO

REMAIN

EXISTING

TRIM TO

REMAIN

EXISTING

WINDOWS

TO REMAIN,

V.I.F.

EXISTING

HORIZONTAL

SIDING TO

REMAIN

8" CMU

WINDOWS

TO MATCH

EXISTING,

V.I.F.

HORIZONTAL

SIDING TO

MATCH EXISTING

1X TRIM TO

MATCH

EXISTING

FASCIA TO

MATCH

EXISTING

SHINGLED

ROOF TO

MATCH

EXISTING

4' -2

'-7

'-1

0" 4'

-2 " M

IN

2'-0"

EXIST. ADDITION

EXIST. ADDITION

EXISTING

FOUNDATION

FOUNDATION

EXISTING

FOUNDATION

FOUNDATION

EXISTING

FOUNDATION

FOUNDATION

6' -8

(M

AT

C

H E

XI

ST

IN

G

, V .I.

F.

1' -5

1'

-1 0"

8' -1

1X TRIM

(MATCH

EXISTING)

METAL DRIP

EDGE

FACE OF

EXISTING

BUILDING

BEYOND

MODIFY

EXISTING

SIDING TO

STEP ABOVE

GRADE PER

MANUFACTURER,

V.I.F.

M

AT

C H

E

XI

ST

IN

G (3

'-6 " M

IN

METAL DRIP

EDGE

4" HIGH MIN.

METAL CONTROL

FLASHING WITH

KICKOUT

36" WIDE ICE

BARRIER

MATERIAL

CENTERED ON

ROOF/WALL

TRANSITION AND

BEHIND EAVES

AND WALL

(2) -2X6

HEADER,

TYP.

Sheet Number:

Project Number:

Sheet Title:

Drawn:

Checked:

Approved:

Seal:

45650 Grand River Avenue Novi, Michigan 48374

Ph: (248)349-4500 • Fax: (248)349-1429

Issued ForDate

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. 2021

Project:

Client:

Corporate Headquarters

Sault Ste. Marie • Tampa • Wyandotte

Key Plan:

Gaylord • Lansing • Muskegon • Novi www.sidockgroup.com

Sidock Group

No Scale

757 S. Wisconsin Ave.

Gaylord, Michigan 49735

Ph: (989)705-8400 • Fax: (989)705-8403

Gaylord Office

DEPARTMENT OF

TECHNOLOGY

MANAGEMENT &

BUDGET

DNR ATLANTA

FIELD OFFICE

ADDITION

13501 M-33

ATLANTA, MI

521692

01/26/2022 75% REVIEW

02/17/2022 90% REVIEW

02/15/2023 BIDS

AH

TM

BB

BUILDING SECTION

& WALL SECTION

A-301

SCALE:A-301

1 BUILDING SECTION

1/4"=1'-0"

8' -1

(M

AT

C

H E

XI

ST

IN

G

, V .I.

F.

CONFERENCE

ROOM

4'-0"

CRAWLSPACE

A-301

SCALE:A-301

2 WALL SECTION

3/4"=1'-0"

2000 psi ASSUMED

SOIL BEARING CAPACITY

- NOTIFY ARCHITECT IF

SOIL IS NOT AS ASSUMED

1'-8"X 10" CONC. FOOTING

W/ (3) #5 RE-BAR CONT.

#5 BENT RE-BAR @ 32" O.C.

1-3" STONE BED TO EXTEND

BEYOND OVERHANG ABOVE.

FABRIC BARRIER BETWEEN

STONE AND EARTH.

FINISHED GRADE TO SLOPE AWAY

FROM BUILDING (1

4" / FT. MIN.)

2x8 TREATED SILL PLATE ON FOAM

SILL SEAL WITH 12"Ø

ANCHORS 4" MIN. EMBED @ 48"

O.C.

HORIZONTAL VINYL SIDING ON WATER

RESISTANT BARRIER (IE. TYVEK

COMMERCIAL WRAP, TAPE ALL SEAMS)

ON 12" OSB ON 2x6 WOOD STUDS @ 16"

O.C. W/ 12" GYPSUM BOARD AND 51

2" R-21

FIBERGLASS BATT INSULATION

CONTINUOUS

VENTED ALUM.

SOFFIT, PER CODE

1 x 8 FASCIA ON 2x BLOCKING, TYP. 5

8" GYPSUM BOARD

2" GYPSUM BOARD ON 6

MIL POLY VAPOR BARRIER,

LAPPED & SEALED

OPTIONAL 2" MUD SLAB

W/ 6 MIL VAPOR BARRIER

8" CONTINUOUS BOND BEAM W/ (2)

# 5 RE-ROD GROUTED SOLID

2'-0"

4' -1

1 2" M

AT

C

H

EX

IS

TI

N G

(V .I.

F.

8"

8' -1

M

AT

C

H E

XI

ST

IN

G

(V .I.

F.

METAL DRIP EDGE

R-49 KRAFT FACED FIBERGLASS

INSULATION

30 YEAR DIMENSIONAL ASPHALT

SHINGLES OVER ICE BARRIER

MATERIAL OVER ENTIRE ROOF

ON 58" APA RATED EXTERIOR

SHEATHING ON ROOF TRUSSES @

24" O.C. FASTEN SHEATHING TO

TRUSSES W/ 8d NAILS @ 6" O.C. AT

PANEL EDGES AND 12" O.C. IN FIELD

2" FOAM INSULATED BAFFLE

TYP. BETWEEN EACH TRUSS

SIMPSON "H3" TRUSS TIES AT ALL

TRUSSES U.N.O.

NOTE:

ROOF VENTING TO BE

BALANCED 50

50 WITH

SOFFIT VENTING

MECHANICALLY VENTED

2x WOOD HEADER

R-5 RIGID INSULATION

CASING (MATCH EXISTING)

PRIMARY AIR SEAL

SHIM SPACE,

FOAM FILLED

WINDOW

PRIMARY

AIR SEAL

CASING (MATCH EXISTING)

PITCH SILL TO EXISTING

SHIM SPACE, FOAM FILLED

SIDING

HEAD FLASH

WITH END

DAMS SEALED

2x BLOCKING

BETWEEN TRUSSES

LAP WATER

RESISTENT BARRIER

OVER TOP PLATE AND

ONTO GYPSUM 4" MIN.

AIR SEAL ALL

PENETRATIONS OF

GYPSUM BOARD "LID" TO

MAINTAIN AIR BARRIER

R-30 BATT INSULATION

UNFACED W/ INSULATION

SUPPORT

FINISHED FLOOR ON 34"

TONGUE & GROOVE FLOOR

SHEATHING (GLUE & SCREW)

ON FLOOR FRAMING

R-15 FOIL FACED RIGID

INSULATION

10 MIL VAPOR BARRIER AT

GRADE, LAP & SEAL TO

RIGID INSULATION

DASHED LINES DENOTES AIR

BARRIER CONTINUITY OF WATER

RESISTANT BARRIER

4" DIAMETER PERFORATED

DRAIN TILE IN FILTER FABRIC,

WITH 12" OF 10A STONE

COVER, OUTLET ON SITE TO

DAYLIGHT, V.I.F.

FASTEN SHEATHING TO STUDS W/

10d NAILS AT 6" O.C. AT PANEL

EDGES AND 12" O.C. ELSEWHERE.

(2) STUDS MIN. AT WALL SEGMENT

ENDS FASTEN SILL OF EAST-WEST

WALLS TO 1-1/4" LVL RIM BOARD W.

SIMPSON U.152" X 4-1/2" STRONG

DRIVE SDWC TRUSS IN CENTER OF

RIM BOARD FASTEN SILL OF N-S

WALL TO LADDER TRUSS BELOW W/

SIMILAR SCREWS ABOVE @ 12" O.C.

V.

I.F

8"

M

IN

TAPE WRB BOTTOM TO SILL

2" CLOSED CELL SPF @ BOND.

MIN CONT.

WATERPROOFING GRADE

A-301

SIDING TO TERMINATE ABOVE

WALK PER MANUF. PROVIDE &

INSTALL PREFINISHED MTL

FINISHING @ WALK (EXTEND EX.

SIDE AS REQ.) UP WALL

SHEATHING. 8" ABOVE SIDING AND

12" BELOW GRADE. SEAL METAL

FLASHING EDGES TO WRB W/ SA

FLASHING TAPE.

TOP MOUNT JOIST

HANGERS

2" EXP. JOINT

4" CONC. WALK

SCALE:A-301

3 DETAIL

1"=1'-0"

4"

4" 1 8"

6" 1 4"11

2"

2'-11 2"

MELAMINE ON

3/4" PLYWOOD

SHELVING

TYPICAL

3/8" DEEP HOLES

FOR ADJUSTABLE

SHELVING

4"

2' -0

1 8"

1'-0"

R

EF

ER

T

O R

EF

LE

C

TE

D C

EI

LI

N G

P

LA

N S

R

EF

ER

T

O E

LE

VA

TI

O

N S

R

EF

ER

T

O E

LE

VA

TI

O

N S

2"X6" WOOD

BLOCKING

VA

R

IE

S, R

EF

ER

T

O E

LE

VA

TI

O

N S

2'-0"

1'-8"

GYPSUM BOARD

SOFFIT

CABINET BASE

ADA WIRE PULLS

1", TYP.

PLASTIC LAMINATE ON

3/4" PLYWOOD DOORS/

DRAWERS TYPICAL

PLASTIC

LAMINATE ON

3/4" PLYWOOD

DOORS TYPICAL

ADA WIRE PULLS

MELAMINE ON

ADJUSTABLE 34"

PLYWOOD

BACKING

SHELVING

TYPICAL

MELAMINE ON

EXPOSED AREAS

OF 3/4" PLYWOOD

INTERIOR

TYPICAL

SOLID SURFACE

COUNTERTOP

SOLID SURFACE

NOSING

BACK/SIDE SPLASH

MAY OCCUR, (REFER

TO INT. ELEV.)

4"

2"

SEALANT

4"

4" 1 8"

6" 1 4"11

2"

2'-11 2"

MELAMINE ON

3/4" PLYWOOD

SHELVING

TYPICAL

3/8" DEEP HOLES

FOR ADJUSTABLE

SHELVING

4"

2' -0

1 8"

1'-0"

R

EF

ER

T

O R

EF

LE

C

TE

D C

EI

LI

N G

P

LA

N S

R

EF

ER

T

O E

LE

VA

TI

O

N S

R

EF

ER

T

O E

LE

VA

TI

O

N S

2"X6" WOOD

BLOCKING

VA

R

IE

S, R

EF

ER

T

O E

LE

VA

TI

O

N S

2'-0"

1'-8"

GYPSUM BOARD

SOFFIT

CABINET BASE

ADA WIRE PULLS

1", TYP.

PLASTIC LAMINATE ON

3/4" PLYWOOD DOORS/

DRAWERS TYPICAL

PLASTIC

LAMINATE ON

3/4" PLYWOOD

DOORS TYPICAL

ADA WIRE PULLS

MELAMINE ON

ADJUSTABLE 34"

PLYWOOD

BACKING

SHELVING

TYPICAL

MELAMINE ON

EXPOSED AREAS

OF 3/4" PLYWOOD

INTERIOR

TYPICAL

SOLID SURFACE

COUNTERTOP

SOLID SURFACE

NOSING

BACK/SIDE SPLASH

MAY OCCUR, (REFER

TO INT. ELEV.)

4"

2"

SEALANT11

2"

2"

3/4" PLYWOOD

SUBSTRATE / 2X WOOD

FRAMING MAY OCCUR

(FLUSH WHERE ADJ. TO

EQUIP./ APPLIANCES)

R 1 4 "

R

1 4"

SOLID SURFACE

COUNTERTOP

SOLID SURFACE

2"

2"

3/4" PLYWOOD

SUBSTRATE / 2X WOOD

FRAMING MAY OCCUR

(FLUSH WHERE ADJ. TO

EQUIP./ APPLIANCES)

R 1 4 "

R

1 4"

SOLID SURFACE

COUNTERTOP

SOLID SURFACE

ROOM FINISH SCHEDULE

ROOM NO ROOM NAME FLOOR

N S E W

WALLS

MATL HEIGHT

CEILING

NOTESBASE

100 CONFERENCE ROOM CPT-1 8'-0"RB GWB/P-1 1,2,3GB-1

ROOM FINISH LEGEND

FLOORS

CPT-1 CARPET TILE- SHAW CONTRACT-

CANOPY-ABOVE TILE-

COLOR BRANCH 88760 9"X36"

WALL BASE

RB RESILIENT BASE (VINYL COVE)

TARKETT-BURNT UMBER

CASEWORK

WILSONART DERING FOREST 8226K-79

RIDGEWOOD TEXTURE FINISH

WALLS

GWB GYPSUM WALL BOARD

P-1 PAINT

CEILINGS

ACT-1 ACOUSTICAL CEILING TILE

GB-1 GYPSUM BOARD CEILING (PAINTED)

COUNTERTOP

CORIAN SOLID SURFACE - CIRRUS WHITE

GWB/P-1 GWB/P-1 GWB/P-1

ROOM FINISH SCHEDULE

ROOM NO ROOM NAME FLOOR

N S E W

WALLS

MATL HEIGHT

CEILING

NOTESBASE

100 CONFERENCE ROOM CPT-1 8'-0"RB GWB/P-1 1,2,3GB-1

ROOM FINISH LEGEND

FLOORS

CPT-1 CARPET TILE- SHAW CONTRACT-

CANOPY-ABOVE TILE-

COLOR BRANCH 88760 9"X36"

WALL BASE

RB RESILIENT BASE (VINYL COVE)

TARKETT-BURNT UMBER

CASEWORK

WILSONART DERING FOREST 8226K-79

RIDGEWOOD TEXTURE FINISH

WALLS

GWB GYPSUM WALL BOARD

P-1 PAINT

CEILINGS

ACT-1 ACOUSTICAL CEILING TILE

GB-1 GYPSUM BOARD CEILING (PAINTED)

COUNTERTOP

CORIAN SOLID SURFACE - CIRRUS WHITE

GWB/P-1 GWB/P-1 GWB/P-1

KEY NOTES

1. SEE REFLECTED CEILING PLAN, FLOOR PLAN AND SECTIONS FOR ADDITIONAL INFORMATION

2. EGGSHELL PAINT ON GYPSUM BOARD SOFFITS, NO PAINT ON ACOUSTIC TILE

2. EGGSHELL FINISH PAINT ON GYPSUM BOARD WALLS

KEY NOTES

1. SEE REFLECTED CEILING PLAN, FLOOR PLAN AND SECTIONS FOR ADDITIONAL INFORMATION

2. EGGSHELL PAINT ON GYPSUM BOARD SOFFITS, NO PAINT ON ACOUSTIC TILE

2. EGGSHELL FINISH PAINT ON GYPSUM BOARD WALLS

SADDLE TYPE

THRESHOLD

EXTERIOR CONCRETE

1/ 4"

M

AX

VINYL OR CARPET

FLOORING

TOP OF THRESHOLD TO

BE FLUSH WITH TOP OF

FLOORING

MATCH WALL WIDTH

AND EXTEND AS

REQUIRED TO COVER JOINT

1/ 4"

M

AX

EXTERIOR INTERIOR

EXPANSION JOINT MAY OCCUR

1 2" M

AX

1 2"

SADDLE TYPE

THRESHOLD

EXTERIOR CONCRETE

1/ 4"

M

AX

VINYL OR CARPET

FLOORING

TOP OF THRESHOLD TO

BE FLUSH WITH TOP OF

FLOORING

MATCH WALL WIDTH

AND EXTEND AS

REQUIRED TO COVER JOINT

1/ 4"

M

AX

EXTERIOR INTERIOR

EXPANSION JOINT MAY OCCUR

1 2" M

AX

1 2"

Sheet Number:

Project Number:

Sheet Title:

Drawn:

Checked:

Approved:

Seal:

45650 Grand River Avenue Novi, Michigan 48374

Ph: (248)349-4500 • Fax: (248)349-1429

Issued ForDate

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. 2021

Project:

Client:

Corporate Headquarters

Sault Ste. Marie • Tampa • Wyandotte

Key Plan:

Gaylord • Lansing • Muskegon • Novi www.sidockgroup.com

Sidock Group

No Scale

757 S. Wisconsin Ave.

Gaylord, Michigan 49735

Ph: (989)705-8400 • Fax: (989)705-8403

Gaylord Office

DEPARTMENT OF

TECHNOLOGY

MANAGEMENT &

BUDGET

DNR ATLANTA

FIELD OFFICE

ADDITION

13501 M-33

ATLANTA, MI

521692

01/26/2022 75% REVIEW

02/17/2022 90% REVIEW

02/15/2023 BIDS

AH

TM

BB

INT. ELEV.

INT. DETAILS, RM.

FINISH SCH. &

TRANSITIONS

A-601

SCALE:A-101

1 COFFEE BAR

1/4"=1'-0"

SOLID SURFACE

COUNTERTOP/

BACKSPLASH &

SIDESPLASH

FILLER, TYP.

2' -1

0" 7'

-4

GYP. BOARD

SOFFIT

P 1

A-601

SCALE:A-101

2 COFFEE BAR

1/4"=1'-0"

1' -6

3'

-0

PLASTIC LAMINATE

CASEWORK WILSONART

DERING FOREST 8226K-79

RIDGEWOOD TEXTURE FINISH,

TYP.

2' -1

0" 7'

-4

1' -6

3'

-0

SOLID SURFACE

COUNTERTOP/

BACKSPLASH &

SIDESPLASH

BASE

GYP. BOARD

SOFFIT

PLASTIC

LAMINATE

CASEWORK

WILSONART

DERING FOREST

8226K-79

RIDGEWOOD

TEXTURE FINISH,

TYP.

SCALE:A-601

1 CASEWORK SECTION

1"=1'-0"SCALE:A-601

1 NOSING DETAIL

1"=1'-0"

SCALE:A-601

1 TRANSITION DETAIL @ EXT. DOOR

6"=1'-0"

ADA PULLS, TYP.ADA PULLS,

TYP.

3'-0" 3"3'-0"

2"

CEILING SCHEDULE

MARK DESCRIPTION REMARKS

GB-1 GYPSUM BOARD ON WOOD STUD FRAMING, (PAINTED)/ METAL GYP. SUSPENSION

XX #'-#"

1. THIS PLAN IS INTENDED TO SHOW GENERAL

COORDINATION OF OVERHEAD WORK. REFER TO

STRUCTURAL, PLUMBING, MECHANICAL & ELECTRICAL

DRAWINGS FOR FURTHER INFORMATION.

2. ALL CEILING HEIGHTS ARE FINISH DIMENSIONS.

3. ALL CEILING TILES MUST BE CENTERED IN ROOM.

4. ALL CEILING PENETRATIONS BY FIRE PROTECTION

HEADS, FIRE ALARM DEVICES, LIGHT FIXTURES,

SPEAKERS, ETC. MUST BE CENTERED IN THE CEILING

TILE.

5. COORDINATE SIZE AND LOCATION OF ALL ACCESS

PANELS WITH MECHANICAL AND ELECTRICAL

DRAWINGS. ARCHITECT TO FIELD VERIFY LOCATIONS.

6. COORDINATE CEILING SUSPENSION SYSTEM WITH

OTHER CEILING SPACE EQUIPMENT SUPPORTING

DEVICES.

GENERAL CEILING NOTES

Sheet Number:

Project Number:

Sheet Title:

Drawn:

Checked:

Approved:

Seal:

45650 Grand River Avenue Novi, Michigan 48374

Ph: (248)349-4500 • Fax: (248)349-1429

Issued ForDate

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. 2021

Project:

Client:

Corporate Headquarters

Sault Ste. Marie • Tampa • Wyandotte

Key Plan:

Gaylord • Lansing • Muskegon • Novi www.sidockgroup.com

Sidock Group

No Scale

757 S. Wisconsin Ave.

Gaylord, Michigan 49735

Ph: (989)705-8400 • Fax: (989)705-8403

Gaylord Office

DEPARTMENT OF

TECHNOLOGY

MANAGEMENT &

BUDGET

DNR ATLANTA

FIELD OFFICE

ADDITION

13501 M-33

ATLANTA, MI

521692

01/26/2022 75% REVIEW

02/17/2022 90% REVIEW

02/15/2023 BIDS

AH

TM

BB

REFLECTED

CEILING PLAN

A-801

CONFERENCE

ROOM

GB-1 8'-0"

7'-4"

EXIST.

BUILDING

N.I.C.

SCALE:

N

REFLECTED CEILING PLAN

1/4"=1'-0"

N

PLAN

WALL LEGEND:

**NOTE: WALL LEGEND SHOWN FOR GRAPHICAL

REFERENCE ONLY. REFER TO WALL TYPES AND

SECTIONS FOR ADDITIONAL DETAILS AND

INFORMATION.

EXISTING WALL AND/OR

CONSTRUCTION TO REMAIN

EXISTING DOOR AND FRAME

ASSEMBLY TO REMAIN

STUD EXTERIOR WALL W. GYP.

AT INTERIOR FACE, WALL

SHEATHING AND SIDING AT

EXTERIOR

EXISTING WINDOW,

STOREFRONT/ BORROWED

LITE (EXACT TYPE MAY VARY)

TO REMAIN

PROPOSED DOOR AND FRAME

ASSEMBLY

1. UTILIZE 2X4 STUDS AT 16" O.C. AT ALL INTERIOR PARTITIONS, U.N.O. , MAINTAIN 2x6 WOOD STUDS AT ALL PLUMBING, CHASE, AND COLUMN CONCEALMENT WALLS, U.N.O. (VERIFY WITH PLANS AND WALL TYPE SHEET).

WHERE NEW WALL INFILL OCCURS OR WHERE NEW WALLS ARE INTENDED TO ALIGN W/ EXISTING WALLS, CONTRACTOR SHALL FIELD VERIFY EXISTING WALL CONSTRUCTION AND MATCH EXIST. U.N.O.

2. ALL NEW CONSTRUCTION DIMENSIONS ARE TO FACE OF STUDS AND CENTERLINE OF OPENINGS FOR DOORS AND WINDOWS. DO NOT SCALE DRAWINGS.

ALL EXISTING CONSTRUCTION DIMENSIONS ARE TO FACE OF EXISTING GYP. BD. U.N.O., V.I.F.

3. PROVIDE AND INSTALL SEALANT AT INTERSECTION OF ALL GYPSUM BOARD PARTITIONS AND DIFFERING MATERIALS, (BOTH SIDES OF PARTITIONS).

4. VERIFY SIZE AND LOCATION OF MECHANICAL AND ELECTRICAL EQUIPMENT, PADS, PENETRATIONS AND SUPPORTS WITH MECHANICAL AND ELECTRICAL DRAWINGS.

5. SLOPE FLOORS TO DRAINS AT 1/8" PER FOOT MINIMUM WHILE KEEPING FLOOR LEVEL AT WALL BASE CONDITION. (DO NOT EXCEED 2% SLOPE IN ANY DIRECTION). REFER TO STRUCTURAL FOR ADDITIONAL INFORMATION.

6. COORDINATE ALL METER LOCATIONS WITH CIVIL, PLUMBING AND ELECTRICAL DRAWINGS.

7. COORDINATE TRANSFORMER PAD LOCATION WITH CIVIL AND ELECTRICAL DRAWINGS.

8. TO THE MAXIMUM EXTENT POSSIBLE, CLEAN-OUTS ARE TO BE LOCATED IN INCONSPICUOUS LOCATIONS. ALL FLOOR CLEAN-OUTS LOCATED IN AREAS WITH FINISH FLOORING ARE TO BE FITTED WITH FINISH FLOORING INSERTS. ALL CLEAN-OUTS ARE

TO BE FLUSH WITH FLOORS/WALLS.

9. PATCH AND REPAIR ALL EXISTING CONSTRUCTION DAMAGED AS A RESULT OF NEW WORK TO MATCH EXISTING CONDITIONS, U.N.O.

10. WATER CLOSET WASTE LINES ARE TO BE LOCATED IN WALL CHASE, NOT IN EXTERIOR WALLS.

GENERAL FLOOR

PLAN NOTES

HARDWARE SET #1

(3) HEAVY DUTY HINGES

(1) ENTRY LOCKSET

(1) CLOSER

(1) WIND CHAIN

(1) THRESHOLD

(1) WEATHER STRIP

(1) SWEEP

(2) KICKPLATES

DOOR HARDWARE

HARDWARE SET #2

(1) HEAVY DUTY HINGES

(1) PASSAGE SET

(1) SET OF BUMPERS

Sheet Number:

Project Number:

Sheet Title:

Drawn:

Checked:

Approved:

Seal:

45650 Grand River Avenue Novi, Michigan 48374

Ph: (248)349-4500 • Fax: (248)349-1429

Issued ForDate

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. 2021

Project:

Client:

Corporate Headquarters

Sault Ste. Marie • Tampa • Wyandotte

Key Plan:

Gaylord • Lansing • Muskegon • Novi www.sidockgroup.com

Sidock Group

No Scale

757 S. Wisconsin Ave.

Gaylord, Michigan 49735

Ph: (989)705-8400 • Fax: (989)705-8403

Gaylord Office

DEPARTMENT OF

TECHNOLOGY

MANAGEMENT &

BUDGET

DNR ATLANTA

FIELD OFFICE

ADDITION

13501 M-33

ATLANTA, MI

521692

01/26/2022 75% REVIEW

02/17/2022 90% REVIEW

02/15/2023 BIDS

AH

TM

BB

FLOOR PLAN

A-101

SCALE:

N

FLOOR PLAN

1/4"=1'-0"

~864 SF - ADDITION

36'-0" ADDITION

CONFERENCE

ROOM

'-0

2'-0" EX.

2'-0" EX.

1'-0"

4' -4

EXIST.

N

PLAN

COFFEE BAR,

UPPERS AND

LOWERS WITH

COUNTER

3' -0

"x 6'

-8

3'-0"x6'-8"

MATCH

EXISTING

WINDOWS,

V.I.F., TYP.

MATCH

EXISTING

INTERIOR

DOORS, V.I.F.,

HARDWARE #2

EXIST.

BUILDING

N.I.C.

MATCH EXISTING

EXTERIOR

DOORS, V.I.F.,

TYP., HARDWARE

TYPE #1

6'-0"

6' -0

EXISTING

CONCRETE

WALK, V.I.F.

NOTE:

WINDOW TREATMENTS

FOR ALL NEW WINDOWS,

VERIFY TYPE WITH

OWNER

A-301

A-301

36'-0"

7'-11" 7'-7" 7'-7" 7'-7" 5'-4"

'-4

4'

-4

120'-0" 10'-0" 7'-7" 7'-7" 5'-4"

816 S.F. NET AT

15 S.F./OCCUPANT

= 54 OCCUPANCY

*MAX OCCUPANCY LOAD

TO NOT EXCEED 49 FOR

SINGLE EXIT SPACE

NOTE:

ALL WINDOWS TO MATCH

EXISTING STYLE, V.I.F.,

MEET CURRENT ENERGY

CODE REQUIREMENT,

TYP. (TEMPERED GLASS)

6"

6"

LA

N

D

IN

G : S

LO

PE

AT

/8 " P

ER

2"

AW

AY

W

IT

H

C R

O

SS

LO

PE

M

AX RESHAPE/RAISE

GRADE IN THIS

AREA FLUSH WITH

DOOR AND 8"

BELOW FINISHED

FLOOR REMAINDER

OF PERIMETER

MODIFY

SIDING/TRIM AT

CONCRETE AS

REQUIRED

4" CONCRETE

SL

O

PE

W

AL

K

5% M

AX

CROSS SLOPE

2% MAX

NOTE:

RESHAPE GRADES IN THIS

AREA TO ACCOMMODATE

SLOPED WALK

SLOPE WALK TO

MEET EXISTING

AT 5% MAX

EXISTING NEW

FL

U

SH

, V

.I.

F.

(E

XP

AN

SI

O N

JO

IN

T)

'-9

6"

35'-4"

EQ

EQ

. INFILL TO MATCH

EXISTING.

PATCH/REPAIR

EXISTING

CONSTRUCTION

S-102

(S W

1)

Project Number:

Sheet Title:

Drawn:

Checked:

Approved:

Seal:

45650 Grand River Avenue Novi, Michigan 48374

Ph: (248)349-4500 • Fax: (248)349-1429

Issued ForDate

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. 2021

Project:

Client:

Corporate Headquarters

Sault Ste. Marie • Tampa • Wyandotte

Key Plan:

Gaylord • Lansing • Muskegon • Novi www.sidockgroup.com

Sidock Group

No Scale

757 S. Wisconsin Ave.

Gaylord, Michigan 49735

Ph: (989)705-8400 • Fax: (989)705-8403

Gaylord Office

DEPARTMENT OF

TECHNOLOGY

MANAGEMENT &

BUDGET

DNR ATLANTA

FIELD OFFICE

ADDITION

13501 M-33

ATLANTA, MI

521692

01/26/2022 75% REVIEW

02/17/2022 90% REVIEW

02/15/2023 BIDS

AH

TM

BB

FOUNDATION

PLAN

S-101

EXIST.

BUILDING

N.I.C.

36'-0"

EXISTING

FOUNDATION,

V.I.F.

'-0

8" 1'-8"

4' -0

TJ

I

4" O

.C

SCALE:

N

FOUNDATION PLAN

1/4"=1'-0"

~864 SF - ADDITION

N

PLAN

CRAWL SPACE

(MECH. VENT)

10 MIL VAPOR BARRIER @

(3) -1-3/4" X

11-1/4" 2.OE

MICROLAM

LVL, TYP.

16"X16" CMU PIER. FULLY

GROUTED ON 2'-6" X 2'-6" X 10"

CONCRETE FOOTING W/ (3) #4

BOTTOM REBAR BOTH WAYS,

TYP.

8" CMU W/ #5 REBAR @ 32" O.C.

ON 2'-0"X10" STRIP FOOTING W/

#5 @ 16" O.C. TRANS. REBAR

AND (3) #4 CONT. BARS DOWEL

INTO EXISTING CMU & FOOTING

W. #5 X 1'-4" REBAR. 6" EMBED

IN EXIST CMU/CONCRETE W/

ADHESIVE. (2) DOWELS AT

FOOTING, 16" AT CMU STEM

WALL.

1'-0"

Project Number:

Sheet Title:

Drawn:

Checked:

Approved:

Seal:

45650 Grand River Avenue Novi, Michigan 48374

Ph: (248)349-4500 • Fax: (248)349-1429

Issued ForDate

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. 2021

Project:

Client:

Corporate Headquarters

Sault Ste. Marie • Tampa • Wyandotte

Key Plan:

Gaylord • Lansing • Muskegon • Novi www.sidockgroup.com

Sidock Group

No Scale

757 S. Wisconsin Ave.

Gaylord, Michigan 49735

Ph: (989)705-8400 • Fax: (989)705-8403

Gaylord Office

DEPARTMENT OF

TECHNOLOGY

MANAGEMENT &

BUDGET

DNR ATLANTA

FIELD OFFICE

ADDITION

13501 M-33

ATLANTA, MI

521692

01/26/2022 75% REVIEW

02/17/2022 90% REVIEW

02/15/2023 BIDS

AH

TM

BB

STRUCTURAL

DETAILS

S-102SCALE:A-101

1 DETAIL (HOLDOWN @ ENDS OF SW1)

1-1/2"=1'-0"SCALE:A-201

2 DETAIL

1-1/2"=1'-0"SCALE:A-301

3 DETAIL (TOP PLATE SPLICE)

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

1. THE MECHANICAL TRADES SHALL FAMILIARIZE THEMSELVES WITH ALL EXISTING AND NEW CONDITIONS, THESE DRAWINGS, ADDENDA AND RELATED SPECIFICATIONS. THEY SHALL COMPLETELY SATISFY THEMSELVES AS TO THE CONDITIONS TO WHICH THE WORK IS TO BE PERFORMED BEFORE SUBMITTING THEIR BID. NO ALLOWANCES OR CONSIDERATIONS WILL BE GIVEN AT A LATER DATE FOR ALLEGE MISUNDERSTANDING AS TO THE REQUIREMENTS FOR THE WORK, MATERIALS TO BE FURNISHED, OR CONDITIONS REQUIRED BY THE NATURE OF THE PROJECT SITE DUE TO NEGLECT ON THE BIDDERS PART TO MAKE SUCH AN EXAMINATION AND COORDINATION.

2. DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO SHOW APPROXIMATE LOCATION AND GENERAL ARRANGEMENT OF SYSTEMS AND EQUIPMENT. DRAWINGS SHALL NOT BE SCALED FOR LOCATION OF SYSTEMS, EQUIPMENT AND ETC. ALL LOCATIONS OF SYSTEMS AND EQUIPMENT SHALL BE VERIFIED IN FIELD AND COORDINATED WITH ALL OTHER TRADES. THESE CHANGES SHALL BE MADE WITH NO ADDITIONAL COST TO THE OWNER. FAILURE TO VERIFY AND COORDINATE WILL BE NO

REASON FOR ADDITIONAL COMPENSATION.

3. THE INSTALLATION OF ALL SYSTEMS, EQUIPMENT, ETC. IS SUBJECT TO CLARIFICATION WITH SUBMITTED SHOP DRAWINGS AND FIELD COORDINATION REQUIREMENTS. EQUIPMENT OUTLINES SHOWN ON DRAWINGS OR DIMENSIONED ON DRAWINGS ARE LIMITING DIMENSIONS. ANY EQUIPMENT THAT REDUCES THE INDICATED CLEARANCES OR EXCEEDS SPECIFIED OR SCHEDULED EQUIPMENT DIMENSIONS SHALL NOT BE USED.

4. THE ARCHITECT/ENGINEER AND OWNER RESERVE THE RIGHT TO MAKE MINOR CHANGES IN THE LOCATION OF EQUIPMENT, PIPING, DUCTWORK, ETC. AT THE TIME OF ROUGH-IN WITHOUT ADDITIONAL COST TO THE OWNER.

5. THESE DRAWINGS AND THE ASSOCIATED SPECIFICATIONS ARE INTENDED TO PROVIDE A COMPLETELY FURNISHED, INSTALLED AND OPERATIONAL MECHANICAL SYSTEM (HEATING, VENTILATING, AIR CONDITIONING, PLUMBING AND PIPING, ETC.) IF

THESE DRAWINGS AND ASSOCIATED SPECIFICATIONS HAVE INFORMATION OMITTED THAT WOULD NO ALLOW A COMPLETELY OPERATIONAL SYSTEM, AS IS THE INTENT OF THE ENGINEER, THE BIDDER SHALL NOTIFY THE ENGINEER A MINIMUM OF ONE WEEK PRIOR TO THE BID DATE TO ALLOW FOR ADDENDA. ONCE BIDS HAVE BEE RECEIVED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIAL, LABOR, ETC., TO FINISH AND INSTALL A COMPLETELY OPERATIONAL MECHANICAL SYSTEM AS IS

THE INTENT OF THESE DRAWINGS AND ASSOCIATED SPECIFICATIONS.

6. THE MECHANICAL TRADES SHALL TAKE OUT ALL PERMITS AND ARRANGE FOR NECESSARY INSPECTIONS AND SHALL PAY ALL FEES AND COSTS.

7. THE MECHANICAL TRADES SHALL COORDINATE ALL WORK WITH OTHER TRADES AND SHALL COORDINATE ANY SYSTEMS SHUT-DOWN WITH THE ARCHITECT/ENGINEER AND OWNER.

8. SEE SPECIFICATIONS FOR FURTHER INFORMATION.

GENERAL MECHANICAL

NOTES

KEYED NOTES

FURNISH AND INSTALL 1-1/4" PVC TUBE FOR CONDENSATE DRAIN PIPE. MAINTAIN 14" PER FOOT DROP ALONG LENGTH OF TUBE INSTALLATION TO THE EXTERIOR OF THE BUILDING. SECURE THE CONDENSATE DRAIN TUBE AND SEAL AROUND THE TUBE AT EXTERIOR. CONDENSATE DRAIN MUST DRAIN TO GROUND. CONDENSATE DRAIN TUBE SHALL BE ROUTED ABOVE THE

CEILING. CONDENSATE DRAIN TUBE SHALL BE INSULATED.

FURNISH AND INSTALL INDOOR UNIT, MS-1, IN CEILING. CONNECT LINE SET, CONDENSATE DRAIN AND OUTSIDE AIR INTAKE DUCT PER MANUFACTURE'S RECOMMENDATIONS. ALL

CONNECTION POINTS AND ROUTING SHALL BE ABOVE THE CEILING.

FURNISH AND INSTALL 4" OUTSIDE AIR INTAKE DUCT. ROUTE DUCT ABOVE CEILING AND OUT TO SOFFIT. FURNISH AND INSTALL SOFFIT VENT WITH BUG SCREEN BELOW SOFFIT. DUCT SHALL BE INSULATED AND SLOPED SUCH THAT ANY CONDENSING MOISTURE WILL DRAIN OUT, OUTSIDE VENT.

FURNISH AND INSTALL WALL MOUNTED PROGRAMMABLE THERMOSTAT AT HEIGHT DESIGNATED BY ARCHITECT.

FURNISH AND INSTALL 4" HOUSEKEEPING PAD ON GROUND BELOW OUTDOOR CONDENSING UNIT, COND-1.

FURNISH AND INSTALL OUTDOR CONDENSING UNIT, COND-1, PER MANUFACTURE'S RECOMMENDATIONS.

FURNISH AND INSTALL LINE SET FROM INDOOR UNIT, MS-1, TO OUTDOOR CONDENSING UNIT, COND-1. MECHANICAL CONTRACTOR SHALL MEASURE THE DISTNACE BETWEEN THE EQUIPMENT AND ALONG THE INSTALLATION ROUTING PATH TO SELECT THE PROPER LENGTH LINE SET FOR THE INSTALLATION PER THE MANUFACTURE'S RECOMMENDATIONS. LINE SET SHALL BE ROUTED ABOVE THE CEILING. GAS PIPE SHALL BE 58" OD. LIQUID PIPE SHALL BE 38" OD.

Sheet Number:

Project Number:

Sheet Title:

Drawn:

Checked:

Approved:

Seal:

45650 Grand River Avenue Novi, Michigan 48374

Ph: (248)349-4500 • Fax: (248)349-1429

Issued ForDate

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. 2021

Project:

Client:

Corporate Headquarters

Sault Ste. Marie • Tampa • Wyandotte

Key Plan:

Gaylord • Lansing • Muskegon • Novi www.sidockgroup.com

Sidock Group

No Scale

757 S. Wisconsin Ave.

Gaylord, Michigan 49735

Ph: (989)705-8400 • Fax: (989)705-8403

Gaylord Office

DEPARTMENT OF

TECHNOLOGY

MANAGEMENT &

BUDGET

DNR ATLANTA

FIELD OFFICE

ADDITION

13501 M-33

ATLANTA, MI

521692

01/26/2022 75% REVIEW

02/17/2022 90% REVIEW

02/15/2023 BIDS

AH

TM

BB

MECHANICAL PLAN

M-101

SCALE:

N

MECHANICAL PLAN

1/4"=1'-0"

~864 SF - ADDITION

36'-0" ADDITION

CONFERENCE

ROOM

100 24 '-0

2' -0

'-4

2' -0

3'

-4

2'-0" EX.

2'-0" EX.

1'-0" 3'-0" 8'-2" 2'-0" 5'-7" 2'-0" 5'-7"

3' -4

2'-0" 4'-4"

EXIST.

N

PLAN

THERMOSTAT

3' -0

"x 6'

-8

CONDENSATE

DRAIN

EXIST.

BUILDING

N.I.C.

6'-0"

6' -0

EXISTING

CONCRETE

WALK/RAMP,

V.I.F.

CONCRETE

WALK/RAMP

COND-1

SOFFIT

VENT

4" ROUND

DUCT

MS-1

LIQ.

GAS

265 CFM

OUTSIDE

AIR

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