1427 W. Saginaw Street // Suite 200 // East Lansing, Michigan 48823517.272.9835 / 517.272.9836 fax

www.bergmannpc.com

CONSTRUCTION DOCUMENTS

DRAWING INDEXPROJECT CONTACT LIST

JOB #:8949.07AUGUST 13, 2014

00 - GENERALG-000 COVER SHEET

04 - ARCHITECTURALA-001 GENERAL NOTES AND LEGENDSA-101 MAPLE RIVER PLANSA-102 ROSE LAKE PLANS

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

530 WEST ALLEGANLANSING, MICHIGAN

DNR ROSE LAKE AND MAPLE RIVERFACILITY UPGRADES

FILE NUMBER: 751/14178.TMHINDEX NUMBER: 87760

STATE OF MICHIGAN

OWNER:- STATE OF MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET- GENERAL OFFICE BUILDING 3rd FLOOR, 3B 7150 HARRIS DRIVE DIMONDALE, MI 48821- CONTACT: TIM HALL- PHONE: 517.281.1878

ARCHITECT:- BERGMANN ASSOCIATES- 1427 W. SAGINAW STREET, SUITE 200 EAST LANSING, MI 48823- CONTACT: ALAN GOSCHKA, AIA, PROJECT ARCHITECT- PHONE: 517.272.9835- FAX: 517.272.9836

M30 1M30A-000

1

4

3

2

XSCALE: X"=1'-0"

TITLE

VIEW TITLE

SECTION MARKER

DETAIL CALLOUT

ELEVATION MARKER

101

1

WALL TYPE TAG

ROOM TAG

DOOR MARKER

WINDOW TYPE MARKER

REVISION MARKER

OR

001

DETAIL NO.

DETAIL NO.

DRAWING NO. DRAWING NO.

ELEVATIONNO.

KEYNOTE

CEILING HEIGHT

DRAWING SYMBOLS

A-000X

A-000

1

DETAIL SECTIONVIEWING DIRECTION

W1

ELEVATION NOTATIONBREAK MARKER

BATT INSULATIONRIGID INSULATION

WOOD BLOCKING (DISCONTIN.)

CAST STONE

GRAVEL OR CRUSHED STONE

WOOD FRAMING (CONTINUOUS)

FINISH WOODSTEEL

PLYWOODCONCRETE

CONCRETE MASONRY UNIT

BRICK

UNDISTURBED EARTH

MATERIAL SYMBOLS

SAND OR GYPSUM BOARD

A-000X

A-000X

1

0' - 0"

1 ACCESSORY MARKER

AB ANCHOR BOLTAC AIR CONDITIONINGAC ACOUSTIC TILEAC ACRYLICADJT ADJUSTABLEAFF ABOVE FINISHED FLOORAL ALUMINUMALUM ALUMINUMANOD ANODIZEDARCH ARCHITECTURALAWP ACOUSTICAL WALL PANEL

B WALL BASEBD BOARDBL BLOCKBLK BLOCKINGBO BOTTOM OFBOT BOTTOM

C CARPETCE CERAMICCG CORNER GUARDCIRC CIRCUMFERENCECJ CONTROL JOINTCK CAULKINGC.A.A. CENTER LINECL CENTER LINECLG CEILINGCLR CLEARCMT CERAMIC MOSAIC TILECMU CONCRETE MASONRY UNITCO CLEAN OUTCONT CONTINUOUSCOL COLUMNCONC CONCRETECPT CARPETCT CERAMIC TILE

DF DRINKING FOUNTAINDIA DIAMETERDIM DIMENSIONDS DOWNSPOUTDWG DRAWING

EA EACHEB EXPANSION BOLTEF EPOXY FLOORINGEIFS EXTERIOR INSULATION

FINISHING SYSTEMELEC ELECTRICALEL ELEVATIONELEV ELEVATIONEP EPOXY PAINTETC ET CETERAEWC ELECTRIC WATER COOLEREX EXISTINGEXIST EXISTINGEXP EXPANSIONEXT EXTERIOR

FC FIBER CEMENTFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFFE FINISHED FLOOR ELEVATIONFLG FLASHINGFLR FLOORFLCO FLOOR CLEANOUTFLUR FLUORESCENTFM FLOOR MAT SYSTEMFND FOUNDATIONFOIC FURNISHED BY OWNER,

INSTALLED BY CONTRACTORFT FLOOR TILEFV FIELD VERIFYFR FRAMINGFSK FOIL SCRIM KRAFTFTG FOOTING

ABBREVIATIONSG GLASSGA GAUGEGALV GALVANIZEDGB GRAB BARGC GENERAL CONTRACTORGL GLASSGYP GYPSUM

H HIGHHB HOSE BIBBHC HOLLOW COREHDR HEADERHDWR HARDWAREHM HOLLOW METALHORIZ HORIZONTALHVAC HEATING/VENTILATION

AIR CONDITIONINGHWH HOT WATER HEATER

ID INSIDE DIAMETERINSUL INSULATIONINT INTERIORINV INVERT

JC JANITOR'S CLOSETJT JOINT

L ANGLELAM LAMINATELAV LAVATORYLBL LABELLMC LINEAR METAL CEILINGLT LIGHTLTL LINTELLVR LOUVER

MAX MAXIMUMMCP MULTI COLOR PAINTMECH MECHANICALMEMB MEMBRANEMIN MINIMUMMFR MANUFACTURERMH MANHOLEMO MASONRY OPENINGMTL METAL

NIC NOT IN CONTRACTNTS NOT TO SCALE

OC ON CENTEROP OPAQUEOPNG OPENINGOPP OPPOSITE

P PAINTPCC PRE CAST CONCRETEPCF POUNDS PER LINEAR FOOTPFL POUNDS PER SQUARE FOOTPL PLATEPL PLASTIC LAMINATEPL PROPERTY LINEPLAM PLASTIC LAMINATEPNL PANELPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT PAINTPT PRESSURE TREATEDPTD PAINTEDPWD PLYWOODPLYWD PLYWOOD

QT QUARRY TILE

R RISERRD ROOF DRAINREINF REINFORCINGREF REFER/REFERENCERES RESILIENTRF RESILIENT FLOORINGRFG ROOFINGRFH ROOF HATCHRL RAILINGRM ROOMRO ROUGH OPENING

SC SEALED CONCRETESC SOLID CORESCH SCHEDULESHTG SHEATHINGSIM SIMILARSNT SEALANTSS SOLID SURFACEST WOOD STAINSTS STAINLESS STEELSTD STANDARDSTL STEELSTR STRUCTURALSTRUCT STRUCTURALSUSP SUSPENDEDSYS SYSTEM

T TREADTEL TELEPHONETH THRESHOLDTO TOP OFTOC TOP OF CONCRETETOP TOP OF PAVEMENTTOS TOP OF STEELTYP. TYPICAL

UNF UNFINISHEDUON UNLESS OTHERWISE NOTED

VB VAPOR BARRIERVB VINYL BASEVCT VINYL COMPOSITION TILEVERT VERTICALVIF VERIFY IN FIELDVIN VINYLVWC VINYL WALL COVERINGVT VINYL TILE

w/ WITHW WIDEW WINDOW TREATMENTWB WOOD BASEWC WALL COVERINGWP WATERPROOFINGWP WALL PROTECTION SYSTEMWD WOODWT WALL TILEWWF WELDED WIRE FABRIC

NNORTH ARROW

1 COLUMN BUBBLE

VIEWING DIRECTION

DETAIL NO.

DRAWING NO.

DETAIL NO.

DRAWING NO. Room Name

1. ALL WORK SHALL CONFORM TO FEDERAL, STATE, AND LOCAL CODES AS INTERPRETED BY THE LOCAL AUTHORITY HAVING JURISDICTION.2. SUBSTITUTION. NO SUBSTITUTION SHALL BE MADE WITHOUT THE OWNERS, ARCHITECTS, AND ENGINEERS WRITTEN APPROVAL3. CHANGES. THE OWNER MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO, OR DEDUCTING FROM THE WORK, THE

CONTRACT SUM BEING ADJUSTED ACCORDINGLY.4. CUTTING AND PATCHING. ALL TRADES SHALL DO THEIR OWN CUTTING, FILLING, PATCHING, ETC. TO MAKE THE PARTS COME TOGETHER

PROPERLY AND FIT TO RECEIVE OR BE RECEIVED BY WORK OF OTHER TRADES.5. SCOPE. ALL TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND PERFORM ALL WORK NECESSARY, INDICATED. REASONABLE,

INFERRED OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETE AND PROPERLY FINISHEDJOB.

6. CLEAN-UP. ALL TRADES SHALL, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIALS OR RUBBISH CAUSEDBY THEIR WORK.

7. CONTRACTOR TO CHECK AND VERIFY ALL CONDITIONS, REQUIREMENTS, NOTES, AND DIMENSIONS PRIOR TO STARTING WORK. NOTIFY THEPROJECT ARCHITECT IN WRITING IMMEDIATELY IF FIELD CONDITIONS, DIMENSION, ETC. VARY FROM THOSE SHOWN OR CALLED FOR IN THECONTRACT DOCUMENTS.

8. ALL WORK SHALL BE PLUMB, LEVEL, AND SQUARE. SCRIBE AS REQUIRED TO MAKE ALL WORK FIT.9. PROVIDE ALL BLOCKING, FURRING, SHIMS, ETC. AS NECESSARY FOR PROPER INSTALLATION OF OTHER VENDORS WORK SUCH AS BUT NOT

LIMITED TO: RAILINGS, GRAB BARS, TOILET ACCESSORIES, DOOR DUMPERS, TRIM, CABINETS, FURNITURE, MECHANICAL AND ELECTRICALDEVICES.

10. ALL DETAILS ARE SUBJECT TO ADJUSTMENT BASED ON FIELD CONDITIONS. CONTRACTOR SHALL NOTIFY PROJECT ARCHITECT IN WRITING OFANY SUCH CONDITIONS SO RESOLUTION OF SUCH CONDITIONS CAN BE DETERMINED.

11. WHEN MATERIALS AND OR FINISHES ARE NOT SPECIFICALLY SHOWN, NOTED, OR SPECIFIED, CONTRACTOR SHALL NOTIFY PROJECT ARCHITECTIN WRITING AND SEEK CLARIFICATION, PRIOR TO PROCEEDING WITH THE WORK.

12. ALL WOOD BLOCKING AND FURRING IN EXTERIOR WALLS AND ROOFING ASSEMBLIES SHALL BE PRESSURE TREATED.13. ELECTRICAL, MECHANICAL, OR PLUMBING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES SHALL BE SEALED WITH U.L.

APPROVED THROUGH-PENETRATION FIRESTOP SYSTEM APPROPRIATE FOR THE RATING OF THE WALL BEING PENETRATED. SUBMIT PROPOSEDU.L. NUMBERS AND DETAILS TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION.

14. THE CONTRACTOR SHALL MAINTAIN MEANS OF EGRESS AND BUILDING SECURITY THROUGHOUT THE DURATION OF THE PROJECT.15. ANY COLOR/FINISH NOT SPECIFICALLY IDENTIFIED SHALL BE SELECTED FROM MANUFACTURER'S STANDARD COLOR/FINISHES DURING

SUBMITTAL REVIEW.16. CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING BUILDING ELEMENTS TO REMAIN FROM DAMAGE DURING INSTALLATION OF NEW

WORK. REPAIR OF ANY DAMAGE RESULTING FROM CONSTRUCTION ACTIVITY WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.17. PROVIDE DUST BARRIERS AND PARTITIONS AS NEEDED TO ISOLATE CONSTRUCTION ACTIVITIES, DEBRIS, AND DUST FROM OCCUPIED AREAS OF

THE BUILDING.18. PATCH ALL EXISTING SURFACES TO REMAIN THAT ARE EFFECTED BY DEMOLITION AND NEW CONSTRUCTION TO MATCH EXISTING SURFACE,

LEVEL, PLAIN, TEXTURE, AND FINISH.19. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT TO PROTECT

THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OFTHE WORK.

20. THE ENGINEERS APPROVAL OF SHOP DRAWINGS SHALL NOT RELIEVE THE GENERAL CONTRACTOR OR SUBCONTRACTOR FROMRESPONSIBILITY FOR DEVIATIONS FROM THE DRAWINGS OR SPECIFICATIONS UNLESS HE HAS, IN WRITING, CALLED THE ENGINEERS ATTENTIONTO SUCH DEVIATIONS AT THE TIME OF SUBMISSIONS, NOR SHALL IT RELIEVE HIM FROM THE RESPONSIBILITY FOR ERRORS OF ANY SORT IN THESHOP DRAWINGS.

21. BUILDING STRUCTURE SHALL COMPLY WITH LOCAL, STATE AND FEDERAL HANDICAP ACCESSIBILITY STANDARDS

GENERAL CONDITIONS:

• THE GENERAL CONDITIONS OF THE CONTRACT, LATEST EDITION OF THEAMERICAN INSTITUTE OF ARCHITECTS, ARE HEREBY INCORPORATED ASPART OF THESE DRAWINGS AND SPECIFICATIONS AND APPLY TO ALLCONTRACTORS AND / OR SUBCONTRACTORS.

• PROVIDE PRODUCT DATA, TEST REPORT, RESEARCH/EVALUATION REPORTSUBMITTALS AND WARRANTIES

METAL STUDS:

• PROVIDE METAL FRAMING IN ACCORDANCE WITH AISI'S "SPECIFICATION FORTHE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS", CCFSSTECHNICAL BULLETIN "AISI SPECIFICATION PROVISIONS FOR SCREWCONNECTIONS" AND COMPLY WITH HUD'S "PRESCRIPTIVE METHOD FORRESIDENTIAL COLD-FORMED STEEL FRAMING."

PAINT:

• PROVIDE PRIMERS FOR EACH PAINT SYSTEM SPECIFIED. APPLY PAINT ACCORDINGTO MANUFACTURER'S WRITTEN INSTRUCTIONS. PROVIDE COLORS AS SCHEDULED INARCHITECTURAL DOCUMENTS.

GYPSUM WALLBOARD:

• PROVIDE, INSTALL, TAPE, AND FINISH REGULAR AND FIRE-RATED GYPSUMWALL BOARD WHERE NOTED. INCLUDE ALL ACCESSORIES INCLUDING NAILS,SCREWS, EDGINGS, ETC. REQUIRED FOR A COMPLETE INSTALLATION.PRODUCTS BY US GYPSUM, NATIONAL GYPSUM, AND GENSTAR AREACCEPTABLE.

HOLLOW METAL FRAMES:

• PROVIDED WELDED 16 GAUGE HOLLOW METAL FRAMES REINFORCED ANDPREPARED FOR HARDWARE. ANCHOR TO WALLS AT A MINIMUM OF 3 POINTSPER JAMB. FILL FRAMES AT MASONRY WALLS SOLID WITH NON-SHRINKGROUT. EXTERIOR FRAMES TO BE GALVANIZED

FINISH HARDWARE:

• SUPPLY/INSTALL DOOR HARDWARE CONFORMING TO ANSI GRADE 1STANDARDS. FINISHES TO BE DULL STAINLESS STEEL (BHMA 630) WHEREAVAILABLE, OR DULL CHROME (BHMA 626).

• NEW HARDWARE TO BE ADA COMPLIANT LEVERS AND TO MATCH EXISTINGFACILITY KEYING SYSTEM

• SUBMIT HARDWARE SCHEDULE, WITH CATALOGUE CUTS, FOR REVIEW BYARCHITECT

SEALANT:

• PROVIDE SEALANTS AT ALL JOINTS OF DISSIMILAR MATERIALS, INTERIOR ANDEXTERIOR, AT FLASHINGS AND TRIMS, ALONG ACOUSTIC AND FULL HEIGHTPARTITIONS, AND WHERE INDICATED ON THE DRAWINGS.

• INTERIOR SEALANTS TO BE 1 PART PAINTABLE ACRYLIC LATES., EXTERIOR TOBE SILICONE. GLASS SEALANTS SHALL BE BY THE GLAZING CONTRACTOR.

• PROVIDE FIRE RATED SEALANT SYSTEMS AT ALL UL LISTED ASSEMBLIES

WOOD FRAMING:

• LUMBER SHALL BE GRADED STAMPED SPRUCE-PINE-FIR STUD GRADE ORBETTER

• NO WOOD MEMBER SHALL BE CUT, NOTCHED OR BORED, EXCEPT ASINDICATED ON THE STRUCTURAL DRAWINGS. CONTACT THE ARCHITECT OFRECORD PRIOR TO FRAMING MODIFICATIONS IF PENETRATIONS ARE REQUIREDIN WOOD MEMBERS BY OTHER TRADES.

• ALL LUMBER SHALL BE FREE OF SPLITS, CHECKS AND SHAKES.

MINERAL-WOOL BLANKET INSULATION:

• PROVIDE PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURER:FIBREX INSULATIONS INC.OWENS CORNING.ROXUL INC.THERMAFIBER.

• UNFACED, MINERAL-WOOL BLANKET INSULATION: ASTM C 665, TYPE I (BLANKETSWITHOUT MEMBRANE FACING); CONSISTING OF FIBERS; WITH MAXIMUM FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF 25 AND 50, RESPECTIVELY, PERASTM E 84; PASSING ASTM E 136 FOR COMBUSTION CHARACTERISTICS.

• COMPLY WITH INSULATION MANUFACTURER'S WRITTEN INSTRUCTIONS.

GLASS-FIBER-REINFORCED ASPHALT SHINGLES:

• CERTAINTEED'S PATRIOT ASPHALT SHINGLE TO BE BASIS OF DESIGN: ASTMD 3462, GLASS-FIBER REINFORCED, MINERAL-GRANULE SURFACED, ANDSELF-SEALING.

• PROVIDE PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURERS, BUTARE NOT LIMITED TO, THE FOLLOWING:

CERTAINTEED CORPORATIONGAF MATERIALS CORPORATIONOWENS CORNINGTAMKO ROOFING PRODUCTS, INC.

• REGULARLY SPACED; NO CUT-OUT SHAPE; STRAIGHT CUT BUTT EDGE;GRANULES TREATED TO RESIST ALGAE DISCOLORATION

• UNDERLAYMENT FELT TO BE ASTM D 226 OR ASTM D 4869, TYPE I, ASPHALT-SATURATED ORGANIC FELTS, NONPERFORATED.

• SELF-ADHERING SHEET UNDERLAYMENT, HIGH TEMPERATURE: MINIMUM OF30- TO 40-MIL THICK, SLIP-RESISTING, POLYETHYLENE-FILM-REINFORCED TOPSURFACE LAMINATED TO LAYER OF BUTYL OR SBS-MODIFIED ASPHALTADHESIVE WITH RELEASE PAPER BACKING; COLD APPLIED

• ASPHALT ROOFING CEMENT: ASTM D 4586, TYPE II, ASBESTOS FREE• ROOFING NAILS: ASTM F 1667, WHERE NAILS ARE IN CONTACT WITH METAL

FLASHING, USE NAILS MADE FROM SAME METAL AS FLASHING.• COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND PROVIDE 30

YEAR WARRANTY

VENEER-FACED DOORS FOR TRANSPARENT FINISH:

• PROVIDE PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURERS:ALGOMA HARDWOODS, INC.EGGERS INDUSTRIESMARSHFIELD DOOR SYSTEMS, INC.MOHAWK DOORS; A MASONITE COMPANYVT INDUSTRIES, INC.

• GRADE A FACES; MATCH EXISTING DOORS SPECIES AND CUT; BOOK MATCHMATCH BETWEEN VENEER LEAVES; BALANCE MATCH ASSEMBLY OF VENEERLEAVES ON DOOR FACES.

• EXPOSE VERTICAL AND TOP EDGES, SAME SPECIES AS FACES OR ACOMPATIBLE SPECIES - EDGE TYPE A

• FINISH TO BE PREFINISH STAIN SELECTED BY ARCHITECT FROMMANUFACTURER LIST OF COLORS.

• CORE TO EITHER BE GLUED WOOD STAVE OR STRUCTURAL COMPOSITELUMBER.

• CONSTRUCT WITH FIVE PILES. STILES AND RAILS ARE BONDED TO CORE,THEN ENTIRE UNIT IS ABRASIVE PLANED BEFORE VENEERING.

• WDMA I.S.1-A PERFORMANCE GRADE: HEAVY DUTY.

OVERHEAD COILING DOORS:

• PRODUCT BASED ON THE BASIS OF DESIGN BY OVERHEAD DOOR COMPANY• MODEL 610• 20 GA. GALVANIZED STEEL; CURVED, TYPE C-187 SLAT PROFILE; WHITE FINISH;

24 GA. GALVANIZED STEEL HOOD; FACE OF WALL MOUNTED (WOOD); 20,000CYCLE SPRINGS; CHAIN HOIST OPERATOR

• WEATHERSEALS: BOTTOM BAR ASTRAGAL• GUIDES: ROLL-FORMED GALVANIZED STEEL SHAPES ATTACHED TO

CONTINUOUS GALVANIZED STEEL WALL ANGLE POWERGUARD WEATHEREDFINISH WITH BLACK POWDER COAT POLYPROPYLEN STRIPS ON BOTH EDGES

• CHAIN KEEPERS ON CHAIN HOIST FOR LOCK

TRADITIONAL STEEL GARAGE DOORS:

• PRODUCT BASED ON THE BASIS OF DESIGN BY OVERHEAD DOOR COMPANY• MODEL 170• STANDARD PANEL; EMBOSSED WOOD GRAIN TEXTURE; REINFORCED DOOR

CONSTRUCTION; HOT-DIPPED GALVANIZED STEEL WITH TWO COATS OFBAKED-ON POLYESTER PAINT - WHITE; BULB-TYPE BOTTOM WEATHERSEAL;NO WINDOWS

STANDING-SEAM METAL ROOF PANELS:

• PROVIDE FACTORY-FORMED METAL ROOF PANELS DESIGNED TO BEINSTALLED BY LAPPING AND INTERCONNECTING RAISED SIDE EDGES OFADJACENT PANELS WITH JOINT TYPE INDICATED AND MECHANICALLYATTACHING PANELS TO SUPPORTS USING CONCEALED CLIPS IN SIDE LAPS.

• PROVIDE PRODUCTS BY ONE OF THE FOLLOWING MANUFACTURERS:ATLASAMERICAN METAL ROOFBERRIDGECENTRIAPAC CLAD

• STEEL PANEL SYSTEMS COMPLY WITH ASTM E 1514• ALUMINUM PANEL SYSTEMS COMPLY WITH ASTM E 1637• VERTICAL-RIB, SNAP-LOCK, STANDING-SEAM METAL ROOF PANELS; ALUMINUM

COIL-COATED SHEET, ASTM B 209; .040IN THINK; SMOOTH, FLAT FINISH; THREE-COAT FLUOROPOLYMER EXTERIOR FINISH, COLOR SELECTED BY ARCHITECTFROM MANUFACTURER'S FULL RANGE

• TWO-PIECE FLOATING TO ACCOMMODATE THERMAL MOVEMENT CLIPS; .062INTHICK, STAINLESS-STEEL SHEET

• STANDARD JOINT TYPE; 16 IN PANEL COVERAGE; 1 1/2IN PANEL HEIGHT• #30 FELT UNDERLAYMENT

SHEET METAL FLASHING AND TRIM:

• ALUMINUM SHEET: ASTM B 209, WITH SMOOTH FLAT SURFACE.• EXPOSED COIL-COATED FINISH: MICA FLUOROPOLYMER AAMA620. TWO-COAT

FLUOROPOLYMER FINISH WITH SUSPENDED MICA FLAKES CONTAINING NOTLESS THAN 70 PERCENT PVDF RESIN BY WEIGHT IN COLOR COAT.

• COLOR AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE.• CONCEALED FINISH: PRETREAT WITH MANUFACTURER'S STANDARD WHITE OR

LIGHT-COLORED ACRYLIC OR POLYESTER BACKER FINISH, CONSISTING OFPRIME COAT AND WASH COAT WITH MINIMUM TOTAL DRY FILM THICKNESS OF05 MIL

DRAWING NO.PROJECT NO.

and

These Drawings are the property ofthe State of Michigan and are not to bereused or reproduced without writtenpermission from the State of Michigan.DRAWING TITLE

STATE INDEX NO. 87760

MANAGEMENT

Design

DEPARTMENT OFSTATE OF MICHIGAN

IDENTIFICATION NO.

STATE FILE NO. 751/14178.TMH

PROJECT: DNR ROSE LAKE AND MAPLERIVER FACILITY UPGRADES

PRELIMINARY

CONSTRUCTION

FINAL RECORD

DATE

ConstructionDivision

TECHNOLOGY

530 W ALLEGANLANSING, MI

AND

SERVICESBUSINESS

AND BUDGET

ADMINISTRATION

FACILITIES

ISSUED FOR

ABG

CCR

ABG

8949.07 A-001

GENERAL NOTESAND LEGENDS

08/13/2014

ABG

CO

NST

RU

CTI

ON

DO

CU

MEN

TS

REVISIONSNO. DATE DESCRIPTION REV. CK'D

REMOVE 4'-0" OF EXISTINGROOF SHEATHING ANDREPLACE WITH NEW 3/4"EXTERIOR GRADE OSB

REMOVE 4'-0" OF EXISTINGROOF SHEATHING ANDREPLACE WITH NEW 3/4"EXTERIOR GRADE OSB

OUTLINE OF BUILDINGBELOW

OUTLINE OF BUILDINGBELOW

412

412

REMOVE EXISTING ROOFSHINGLES ANDUNDERLAYMENT AND REPLACEWITH NEW SHINGLES, ROOFFELT AND METAL DRIP EDGE,AND ICE AND WATER SHIELD

OUTLINE OF BUILDINGBELOW

OUTLINE OF BUILDINGBELOW

EXISTING CHIMNEY

SADDLE OF DOOR

412

412

REFLASH CHIMNEYIF EXISTING ROOFIS REPLACED

80' - 0"1' - 0" 1' - 0"

1' - 0

"40

' - 0

"1'

- 0"

1' - 0" 60' - 0" 1' - 0"

1' - 0

"40

' - 0

"1'

- 0"

REMOVE EXISTINGFASCIA AND SOFFIT ANDINSTALL NEW FASCIAAND SOFFIT TO MATCHEXISTING

REMOVE EXISTING ROOFSHINGLES ANDUNDERLAYMENT AND REPLACEWITH NEW SHINGLES, ROOFFELT AND METAL DRIP EDGE,AND ICE AND WATER SHIELD

ICE

& W

ATER

SHI

ELD

5' - 0

"

#30

FELT

#30

FELT

ICE

& W

ATER

SHI

ELD

5' - 0

"

ICE

& W

ATER

SHI

ELD

5' - 0

"

#30

FELT

#30

FELT

ICE

& W

ATER

SHI

ELD

5' - 0

"

REMOVE EXISTINGSLIDING DOOR ANDRAILING SYSTEM

NEW 19'-7"x12'-0" COILING DOOR SYSTEM.RAILS TO BE MOUNTED ON EXISTING WOODCOLUMNS AND HOUSING TO BE MOUNTEDWITHIN EIXISTING WOOD TRUSS(FIELDVERIFY SPACE BETWEEN TRUSSES VERSESHOUSING REQUIREMENTS)

REMOVE EXISTING6x6 WOOD COLUMN

REMOVE EXISTING6x6 WOOD COLUMN

EXISTING 6x6 WOODCOLUMN TO REMAIN

EXISTING 6x6 WOODCOLUMN TO REMAIN

MODIFY EXISTING SIDINGFOR NEW COILINGDOOR OPENING AS REQUIRED

LEVEL EXISTING GRAVEL ASREQUIRED TO PROVIDE SURFACEFOR DOOR TO CLOSE TO

REMOVE EXISTING METAL SIDING ANDWOOD PERLINS

REMOVE EXISTING METAL SIDING ANDWOOD PERLINS

MODIFY EXISTING SIDINGFOR NEW COILINGDOOR OPENING AS REQUIRED

DRAWING NO.PROJECT NO.

and

These Drawings are the property ofthe State of Michigan and are not to bereused or reproduced without writtenpermission from the State of Michigan.DRAWING TITLE

STATE INDEX NO. 87760

MANAGEMENT

Design

DEPARTMENT OFSTATE OF MICHIGAN

IDENTIFICATION NO.

STATE FILE NO. 751/14178.TMH

PROJECT: DNR ROSE LAKE AND MAPLERIVER FACILITY UPGRADES

PRELIMINARY

CONSTRUCTION

FINAL RECORD

DATE

ConstructionDivision

TECHNOLOGY

530 W ALLEGANLANSING, MI

AND

SERVICESBUSINESS

AND BUDGET

ADMINISTRATION

FACILITIES

ISSUED FOR

ABG

FLP, CCR

ABG

8949.07 A-101

MAPLE RIVERPLANS

08/13/2014

ABG

CO

NST

RU

CTI

ON

DO

CU

MEN

TS

NOTE:FIELD VERIFY CONDITION OF REMAININGEXISTING ROOF SHEATHING ANDSOFFIT FRAMING WITH OWNER /ARCHITECT

ALTERNATE 2:REMOVE EXISTING ROOF SHINGLESAND UNDERLAYMENTREPLACE WITH NEW SHINGLES,#30 ROOF FELT AND METAL DRIP EDGEINCLUDE NEW SOFFIT AND FASCIASYSTEM ALONG WITH ICE AND WATERSHIELD AS NOTED

ALTERNATE 1:REMOVE EXISTING ROOF SHINGLESAND UNDERLAYMENT,REPLACE WITH NEW STANDING SEAMMETAL ROOF SYSTEM.

ALTERNATE 2A:REMOVE EXISTING ROOF SHINGLESAND UNDERLAYMENT,REPLACE WITH NEW STANDING SEAMMETAL ROOF SYSTEM.INCLUDE NEW SOFFIT AND FASCIASYSTEM ALONG WITH ICE ANDWATER SHIELD AS NOTED

DNR MAPLE RIVERPROJECT LOCATION

SITE MAP

N

N

REVISIONSNO. DATE DESCRIPTION REV. CK'D

E RANGER RD

S TA

FT R

D

S BA

LDW

IN R

D

US 1

27

E WILSON RD

REMOVE AND REPLACESHEET METAL FASCIA SYSTEM

OUTLINE OF BUILDINGBELOW

OUTLINE OF BUILDINGBELOW 1' - 6" 17' - 0" 1' - 6" 97' - 2" 1' - 6"

1' - 6

"31

' - 6

"1'

- 6"

1' - 6

"26

' - 6

"1'

- 6"

115' - 8"

20' - 0"

118' - 8"

29' -

6"34

' - 6

"

REMOVE AND REPLACESHEET METAL FASCIASYSTEM

REMOVE EXISTING ROOFSHINGLES AND UNDERLAYMENTAND REPLACE WITH NEWSHINGLES, #30 ROOF FELT,METAL DRIP EDGE, AND ICE ANDWATER SHIELD

12'-6" T.O. FASCIA

10'-0" T.O. FASCIA9'-0" T.O. FASCIA

9'-0" T.O. FASCIA

7'-0" T.O. FASCIA

18'-0" PEAK HT. 18'-0" PEAK HT.REMOVE EXISTING ROOFSHINGLES AND UNDERLAYMENTAND REPLACE WITH NEWSHINGLES, #30 ROOF FELT,METAL DRIP EDGE AND ICE ANDWATER SHIELD

REMOVE EXISTING ROOFSHINGLES AND UNDERLAYMENTAND REPLACE WITH NEWSHINGLES, #30 ROOF FELT ANDMETAL DRIP EDGE

REMOVE EXISTING ROOFSHINGLES AND UNDERLAYMENTAND REPLACE WITH NEWSHINGLES, #30 ROOF FELT,METAL DRIP EDGE AND ICE ANDWATER SHIELD

ICE

& W

ATER

SHI

ELD

5' - 0

"

#30

FELT

#30

FELT

ICE

& W

ATER

SHI

ELD

5' - 0

"

4.512

612

712

712

REMOVE EXISTING DRYWALL,PIPING, ETC AS REQUIRED TOREPAIR WATER DAMAGE

REMOVE EXISTING DOOR.FRAME TO REMAIN

REMOVE EXISTING SLIDINGDOOR SYSTEM

REMOVE PORTION OFEXISTING WALL, WINDOWS, 1COURSE OF CMU BLOCK, ANDVINYL SIDING TO PREVIOUSOVERHEAD DOOR OPENINGS

EXISTING COOLER TO REMAIN

REMOVE EXISTING EXHAUSTFAN AND INTERIOR ANDEXTERIOR HOUSINGS

REMOVE EXISTING MDOBOARD, TYP

REMOVE EXISTING CMU CHIMNEYAND PATCH ROOF AS NEEDED TOMATCH EXISTING ROOF SYSTEM

REMOVE PORTION OF EXISTINGWALL AS REQUIRED TO INSTALLNEW 3'x7' DOOR AND FRAME

REMOVE ALL EXISTING WATERLINES.

REMOVE EXISTING WALLSYSTEMS, TYP

REMOVE EXISTING CEILINGSYSTEMS AND LIGHTING

REMOVE EXISTING DOOR ANDFRAME SYSTEMS

REMOVE ALL ELECTRICAL ITEMSMOUNTED TO EXISTING CEILING,TYP

REMOVE ALL ELECTRICAL ONWALL IN THIS LOCATION

REMOVE BOTH SURFACEMOUNTED LIGHT FIXTURESWITHIN THIS AREA

REMOVE EXISTINGELECTRICAL DEVICES ANDWIRE BACK TO PANEL

EXISTING HOT WATER HEATERTO REMAIN

EXISTING LAVATORY TOREMAIN

10' -

0"CONF. ROOM

OFFICE

OFFICE

TOILETUTILITY

STORAGE

NEW WATER CLOSET - SEENOTE FOR SPEC

REPLACE APPROXIMATELY5' OF HW PIPING TO MATCHEXISTING PIPE USED

PATCH AND INFILL WALL ASNEEDED TO MATCHADJACENT SURFACES ANDPAINT ENTIRE SURFACE

NEW 3'x7' PREFINISHEDWOOD DOOR TO MATCHEXISTING DOORS ANDHOLLOW METAL FRAMEPAINTED TO MATCHEXISTING FRAMES

5/8" GYPSUM BOARD ONBOTH SIDES OF 3 5/8"METAL STUDS @ 24" OCWITH 3 1/2" BATTINSULATION TO EXISTINGCEILING

INFILL EXISTING OPENING TOMATCH ADJACENT WALLSYSTEM AND FINISHES.WOOD PANEL TO MATCHNEEDS TO BE APPROVED BYARCHITECT

INFILL EXISTING OPENING TOMATCH ADJACENT WALL SYSTEM.VINYL SIDING MATCH TO BEAPPROVED BY ARCHITECT

NEW 3'x7' PREFINISHED WOODDOOR TO MATCH EXISTINGDOORS AND HOLLOW METALFRAME PAINTED TO MATCHEXISTING FRAMES

NEW SECTIONAL 9'x10'OVERHEAD DOORS (VERIFYSIZE WITH EXISTINGCONDITIONS).

INSULATE ABOVE CEILINGWITH 12" BATT INSULATION(R-30)

INSULATE ABOVE CEILINGWITH 12" BATT INSULATION(R-30)

INSULATE EXISTING WALL WITH3 1/2" BATT INSULATION

PROVIDE 6"x12" GRILLE ANDDUCT FROM FURNACE TOCONFERENCE ROOM

PROVIDE AIR BALANCE TOEXISTING FURNACE SYSTEM

NOTE:NEW LIGHTS LOCATED IN CONF. ROOM AND OFFICE BASED ON AMETALUX CATII. WS332A-UNV-ER82 SURFACE MOUNTED WRAPAROUND FIXTURE WITH 3-32W T8 LAMPS, (2) ELECTRONICPROGRAMMED START BALLASTS FOR MULTI-LEVEL SWITCHING ANDUSE WITH OCCUPANCY SENSORS, AND ACRYLIC PRISMATIC WRAPAROUND LENS. OR EQUAL BY LITHONIA, LIGHTOLIER, OR COLUMBIA

INSTALL NEW 2'x4' SURFACEMOUNTED FLUORESCENT LIGHTFIXTURE WITH LENS

PROVIDE ONE 20AMPFURNITURE WHIP WITH 2CIRCUITS AND ONECONVENIENCE OUTLET ONOPPOSITE SIDES OF NEW WALLSYSTEM

ADD 2-LEVEL OCCUPANCYSENSOR SWITCH FOR NEWLIGHT FIXTURE

ADD 2-LEVEL OCCUPANCYSENSOR SWITCH FORNEW LIGHT FIXTURE

NOTE:HOLES WITHIN THE EXISTING WOOD PANELING CREATED FROMDEMOLITION TO BE INFILLED WITH WOOD THAT IS STAINED TOMATCH EXISTING. MATCH EXAMPLE ON EXISTING WEST WALL OFTHE CONFERENCE ROOM

INSTALL 1/2" PLYWOOD TOSTORAGE ROOM SIDE OFEXISTING WALL

NOTE:MANSFIELD MODEL 384-386 "SUMMIT 3" WHITE VITREOUS CHINA FLOORMOUNTED TANK TYPE WATER CLOSET W/ MAGNA FLUSH II FLUSHING,ELONGATED BOWL, 1.6 GALLON FLUSH, ADA HANDLE 2-5/8"PASSAGEWAY, BEMIS OPEN FRONT WHITE SEAT, AND KEY OPERATEDANGLE STOP. COMPLY WITH STATE OF MICHIGAN BARRIER FREEMOUNTING HEIGHT REQUIREMENTS

OS2

OS2

DRAWING NO.PROJECT NO.

and

These Drawings are the property ofthe State of Michigan and are not to bereused or reproduced without writtenpermission from the State of Michigan.DRAWING TITLE

STATE INDEX NO. 87760

MANAGEMENT

Design

DEPARTMENT OFSTATE OF MICHIGAN

IDENTIFICATION NO.

STATE FILE NO. 751/14178.TMH

PROJECT: DNR ROSE LAKE AND MAPLERIVER FACILITY UPGRADES

PRELIMINARY

CONSTRUCTION

FINAL RECORD

DATE

ConstructionDivision

TECHNOLOGY

530 W ALLEGANLANSING, MI

AND

SERVICESBUSINESS

AND BUDGET

ADMINISTRATION

FACILITIES

ISSUED FOR

ABG

FLP, CCR

ABG

8949.07 A-102

ROSE LAKE PLANS

08/13/2014

ABG

CO

NST

RU

CTI

ON

DO

CU

MEN

TS

PROJECT LOCATION

SITE MAP

ALTERNATE 1:REMOVE EXISTING ROOF SHINGLESAND UNDERLAYMENT, REPLACE WITHNEW STANDING SEAM METAL ROOFSYSTEM.

REVISIONSNO. DATE DESCRIPTION REV. CK'D

N

NN

UPTO

N RD

STOLL RD

ROSE LAKE

I69

WOO

DBUR

Y RD