Previous Work Experience

MICHIGAN DEPARTMENT OF CORRECTIONS RECORD STORAGE WAREHOUSE FILE NO: 472/19173.CDP 4000 COOPER STREET JACKSON, MI 49201

SHEET INDEX

"R" REVISED DRAWING, "N" NEW DRAWING

DELETED DRAWINGS: NONE

DWG # DRAWING NAME A00 COVER PAGE A01 DEMO PLAN A02 DEMO ELEVATIONS A03 NEW WORK MAIN LEVEL A04 ENLARGED FLOOR PLAN A05 NEW WORK UPPER LEVEL A06 REFLECTED CEILING PLAN A07 ELEVATIONS A08 SECTIONS A09 ELEVATIONS AND DETAILS A10 DOOR SCHEDULE AND DETAILS 01 ARCHITECTURAL: 11

ISSUED FOR

DATE

ARCHITECT OF RECORD:

MDOC & DTMB

STRAUB PETTITT YASTE

1780 E Parnall Rd Jackson, MI 49201 CONTACT: DAVE ALBRECHT

850 NORTH CROOKS SUITE 200 CLAWSON, MI 48017 T: 248.658.7777 F: 248.658.7781 CONTACT: RICHARD MANN W: www.straubpettittyaste.com

STRUCTURAL:

ELECTRICAL ENGINEER:

RICHARD KOZLOWICZ

TAC ASSOCIATES LLC

850 NORTH CROOKS SUITE 200 CLAWSON, MI 48017 T: 248.658.7777 F: 248.658.7781 CONTACT: RICHARD MANN W: www.straubpettittyaste.com

4321 EAST CAMDEN RD. OSSEO MI. 49266 T: 517.254.4789 F: 517.254.4886 CONTACT: THOMAS CROW W: http://www.tac-associates.com

ISSUED FOR

DATE

M00

MECHANICAL GENERAL INFORAMTION & HVAC EQUIPMENT SCHEDULES M01 LEVEL 1 MECHANICAL DEMOLITION PLAN M02 LEVEL 1 & LEVEL 2 MECHANICAL ALTERATION PLANS M03 LEVEL 1 & LEVEL 2 PLUMBING ALTERATION PLANS 03 MECHANICAL: 4 .E001

SYMBOL LIST, LIGHTING FIXTURE SCHEDULE, AND DRAWING INDEX .ED100 FLOOR PLAN - ELECTRICAL DEMOLITION E100 FIRST FLOOR PLAN - ELECTRICAL NEW WORK E101 PARTIAL FIRST FLOOR PLAN - LIGHTING NEW WORK E102 PARTIAL FIRST FLOOR PLAN - LIGHTING NEW WORK E110 SECOND FLOOR PLAN - ELECTRICAL NEW WORK E111 PARTIAL SECOND FLOOR PLAN - LIGHTING NEW WORK E112 PARTIAL SECOND FLOOR PLAN - LIGHTING NEW WORK E201 PARTIAL FIRST FLOOR PLAN - POWER & SYSTEMS NEW WORK E202 PARTIAL FIRST FLOOR PLAN - POWER & SYSTEMS NEW WORK E211 PARTIAL SECOND FLOOR PLAN - POWER & SYSTEMS NEW WORK E212 PARTIAL SECOND FLOOR PLAN - POWER & SYSTEMS NEW WORK E300 POWER ONE-LINE DIAGRAM - DEMOLITION E301 POWER ONE-LINE DIAGRAM - NEW WORK E310 ELECTRICAL SCHEDULES E311 ELECTRICAL SCHEDULES E312 ELECTRICAL SCHEDULES & COMCHECK E400 MISCELLANEOUS WIRING DIAGRAMS AND DETAILS E401 MISCELLANEOUS WIRING DIAGRAMS AND DETAILS E402 MISCELLANEOUS WIRING DIAGRAMS AND DETAILS EX100 FIRST FLOOR PLAN - EMERGENCY EGRESS LIGHTING PHOTOMETRY EX110 SECOND FLOOR PLAN - EMERGENCY EGRESS LIGHTING PHOTOMETRY 04 ELECTRICAL: 22 TOTAL DRAWINGS: 38

CODE DATA: USE GROUP: B & S-1 SEPARATION REQUIRED: NO SEPARATION CONSTRUCTION TYPE: 11-B EXISTING BUILDING HEIGHT: 22' EXISTING BUILDING AREA: 12,000 GSF BUILDING IS NOT SPRINKLED

MECHANICAL ENGINEER:

DRAWING NAME

S01 STRUCTURAL PLANS & DETAILS 02 STRUCTURAL: 1

PROJECT NUMBER: 1904 OWNER:

DWG #

106

POTAPA-VAN HOOSEAR

ISSUED FOR BIDS

48653 VAN DYKE AVE. SHELBY TOWNSHIP, MI 48317 T: 586.997.0922 CONTACT: KARL POTAPA W: kpotapa@pveng.net

10/14/19

MICHIGAN DEPARTMENT OF CORRECTIONS RECORD STORAGE WAREHOUSE FILE NO: 472/19173.CDP 4000 COOPER STREET JACKSON, MI 49201

1904

RO

AD

Straub Pettitt Yaste

850 NORTH CROOKS ROAD SUITE 200 CLAWSON, M ICHIGAN 48017-1311

CO OP

ER

248-658-7777 PHONE 248-658-7781 FAX

E. PARNALL ROAD 10/14/2019 2:19:53 PM

C:\Users\RichardMann\Documents\1904_Sra_Files_Storage_rmann@straubpettittyaste.com.rvt

PROJECT SITE LOCATION: 1780 E. PARNALL ROAD JACKSON, MI 49201

EXISTING BUILDING

COVER PAGE

A00

D29

D10

M

D14

D07 D32

D06 D23 D01

FD D07

D03

D23 FD

FD

D17 D25

D09

D23

D01

D23

FD

D03 D10

D23

D06 D16

D23 FD

D11 D12 D13 D14 D15 D16 D17 D18

D02

D10 FD

D23 D13

D29 FD

D23 D05

D10

B

D10

D18

FD D23

D12

D10 D03

D19 D20 D21

C FD

D11

D28

D01

L

D23

D22

FD D10

D

D23

D08

D24 D25 D26

D10

D01 D24

D23 D23

D31

FD

D10

FD D09

D03

D23 D03

FD

D27

D21

EXISTING RAMP

D30 D05

K

D10

D11

D10

E

D28

D08

D29

SAWCUT OPENING IN EXISTING MASONRY WALL FOR INSTALLATION OF NEW WINDOW ASSEMBLY. INSTALL NEW PRECAST CONCRETE LINTEL. REFERENCE NEW CONSTRUCTION DETAILS.

D30

SAWCUT AND REMOVE FLOOR AS NEEDED FOR INSTALLATION OF NEW CART LIFTS. EXISTING DOCK LEVELER TO REMAIN. REMOVE GYPSUM WALL BOARD AND FURRING/STUDS FROM EXISTING ROOM. REMOVE A/C CONDENSER AND SUPPORTS.

D31 D32

D22

D35

D10

F

C E

D13

SI

QU

L URI BUS E P

U NU M

D08

R C U M S P I

D09

D10

D03

REMOVE EXISTING DOOR AND FRAME. REMOVE QUARRY TILE FLOORING. REMOVE 6" CMU WALL. REMOVE 8" CMU WALL. REMOVE 12" CMU WALL.APPROXIMENTLY 20'-0 HIGH REMOVE TOILET FIXTURE AND ASSOCIATED PIPING. REMOVE SINK AND ASSOCIATED PIPING. REMOVE OVERHEAD DOOR ALONG WITH ASSOCIATED TRACK AND MOTOR. REMOVE CARPET FLOORING INCLUDING SURFACE BONDING FROM SPECIFIED LOCATIONS. REMOVE PORTION OF CONCRETE FLOORING FOR NEW CONCRETE FOOTINGS AT EACH NEW COLUMN. REMOVE SLIDING CAGE DOOR AND ALL ASSOCIATED COMPONENTS. PREP ALL EXPOSED MASONRY WALLS FOR PAINTING. PREP FLOORING FOR PATCHWORK AND REFINISHING. REMOVE CASED OPENING. REMOVE GYPSUM CLADDED METAL STUD WALL. REMOVE METAL CHAIN-LINK FENCE. REMOVE 4" RAISED CONCRETE PAD. PREP ALL CONCRETE FLOORING FOR PATCHWORK AND LEVELING. EXISTING 8" CMU WALL TO REMAIN. REMOVE DRINKING FOUNTAIN. REMOVE MASONRY UNITS AS REQUIRED TO REPAIR EXISTING CMU WALL WITH INSULATED CORES. REMOVE DOCK LEVELER AND ASSOCIATED COMPONENTS. PREP FOR NEW CONCRETE FLOOR TO MATCH EXISTING. SAWCUT AND REMOVE EXISTING FLOOR DRAIN AND CAP PIPE BELOW FLOOR. PATCH FLOOR TO MATCH EXISTING. SAWCUT AND REMOVE GREASE RECEPTOR. REMOVE PARTITIONS AND ASSOCIATED COMPONENTS. REMOVE WOOD FRAMED JOISTS, ASSOCIATED CEILING AND ALL COMPONENTS. SAWCUT NEW DOOR OPENING IN EXISTING CONCRETE MASONRY WALL. SAWCUT OPENING FOR NEW DOOR OPENING. TOOTH IN NEW CMU AS NEEDED. INSTALL NEW PRECAST CONCRETE LINTEL.

C I

D07 D15

D01 D02 D03 D04 D05 D06 D07 D08

ROBERT C. HALL, RA, NCARB, DIRECTOR

A

DESIGN AND CONSTRUCTION DIVISION

D35

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET STATE FACILITIES ADMINISTRATION

D17

STATE OF MICHIGAN

D01

D10

D20 D01 D01

D10

G D07

D26 D04 D04

D06 D01 D19

GENERAL NOTES: • GUT EXISTING BUILDING WITHIN EXISTING EXTERIOR WALLS AND ROOF, EXCEPT AS NOTED. • ALL PIPES, LOUVERS, & MECHANICAL DUCTWORK NOTED TO BE REMOVED IN ARCHITECTURAL, MECHANICAL, & ENGINEERING DRAWINGS ARE TO BE PATCHED WITH NEW INSULATION TO MATCH EXISTING. • EXISTING CONCRETE MASONRY WALLS NOTED ON ORIGINAL BUILDING DRAWINGS AS HAVING INSULATED CORES.

D35

D19 D09

D27 D26 D10

D10

H

1

Level 1 Demo

A01

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

0'

8'

16'

ELECTRICAL PANEL FEEDS OUTSIDE RECEPTACLES ALONG PARKING LOT.

D29

EXCEPTIONS: WALL OF EXISTING SOUTH/EAST CORNER OFFICE, EXISTING WALL INSULATION AND EXISTING ROOF INSULATION. MECHANICAL, PLUMBING, & ELECTRICAL ITEMS AS NOTED TO REMAIN M01 & ED100.

10/14/19

MICHIGAN DEPARTMENT OF CORRECTIONS RECORD STORAGE WAREHOUSE FILE NO: 472/19173.CDP 4000 COOPER STREET JACKSON, MI 49201

1904

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

Straub Pettitt Yaste

850 NORTH CROOKS ROAD SUITE 200 CLAWSON, M ICHIGAN 48017-1311

248-658-7777 PHONE 248-658-7781 FAX

10/14/2019 2:18:15 PM

C:\Users\RichardMann\Documents\1904_Sra_Files_Storage_rmann@straubpettittyaste.com.rvt

J

• • •

ISSUED FOR BIDS

0'

8'

16'

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

DEMO PLAN

A01

REMOVE AND PATCH WITH MATCHING SIDING.

REMOVE A/C CONDENSER AND SUPPORTS

REMOVE EXITING LINTEL REMOVE EXISTING SIGN, PATCH HOLES IN SIDING EXISTING SIGN TO REMAIN

REMOVE EXITING LINTEL

REMOVE HOODS AND PATCH SIDING

REMOVE EXHAUST VENT INFILL OPENING WITH CONCRETE MASONRY.

12"

REMOVE VENT AND PATCH SIDING

1/2"

D33

D01

D35

APPROX 1/4 JOINTS REQUIRE TUCK POINTING

4

East

A02

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

D08

D21

APPROX 1/2 JOINTS REQUIRE TUCK POINTING

RAKE AND SEAL

D01

D08

RAKE AND SEAL

SAWCUT NEW OPENING IN WALL

APPROX 5 SERIES OF STEPPED CRACKS GRADE TO TOP TUCK POINT

EXISTING DOOR TO REMAIN

RAKE AND SEAL

APPROX 14 SERIES OF STEPPED CRACKS GRADE TO TOP TUCK POINT

REMOVE PORTION OF EXISTING WALL

REMOVE DAMAGED SIDING MINIMUM LOWER 36" INSTALL NEW PANELS BY OVERLAPPING EXISTING MINIMUM 6" OVER NEW SEAL ALL JOINTS

REMOVE EXISTING HOOD. OPENING TO REMAIN FOR NEW RELIEF LOUVER.

APPROX 6 SERIES OF STEPPED CRACKS GRADE TO TOP TUCK POINT TUCK POINT STEP CRACK

2

West

A02

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

REMOVE LOUVER AND PATCH SIDING TO MATCH EXISTING. REMOVE VENT AND PATCH SIDING

REMOVE HOOD AND PATCH SIDING

12'-0"

REMOVE VENTS AND PATCH SIDING

REPLACE DAMAGED MASONRY

8'-0"

PATCH HOLE IN SIDING

RAKE AND SEAL D35

SAWCUT NEW OPINING IN WALL

APPROX 1/3 JOINTS REQUIRE TUCK POINTING

3

North

A02

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

D01 D08 D21 D33 D35

APPROX 3 SERIES STEP CRACKS REMOVE LOUVER INFILL WALL WITH CONCRETE MASONRY

REMOVE EXISTING DOOR AND FRAME. REMOVE OVERHEAD DOOR ALONG WITH ASSOCIATED TRACK AND MOTOR. REMOVE MASONRY UNITS AS REQUIRED TO REPAIR EXISTING CMU WALL WITH INSULATED CORES. TUCKPOINTING AS REQUIRED. REMOVE A/C CONDENSER AND SUPPORTS.

APPROX 4 SERIES STEP CRACKS EXISTING SERVICE PANEL TO BE REMOVED PATCH CONCRETE MASONRY.

REMOVE DAMAGED CONCRETE UNITS AND REPLACE (1) 4" UNIT AND (1) 8" UNIT

4'-0" ± TUCK POINT 2/3 JOINTS

1

South

A02

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

REPLACE LOWER 8'-0" OF DOWNSPOUT

RAKE AND SEAL

4'-0" ± TUCK POINT 2/3 JOINTS

SAWCUT NEW OPENING IN WALL

ISSUED FOR BIDS GENERAL NOTES: • EXISTING SIDING IS BUTLER RIB SIDING PANELS. • CONTRACTOR TO INCLUDE IN BASE BID 50% OF EXISTING CMU JOINTS TO BE TUCKPOINTED. CONTRACTORS OPTION: REMOVE SIDING PANELS REQUIRING PATCHED AND REPLACE WITH NEW PANEL FULL.

10/14/19

MICHIGAN DEPARTMENT OF CORRECTIONS RECORD STORAGE WAREHOUSE FILE NO: 472/19173.CDP 4000 COOPER STREET JACKSON, MI 49201

1904

Straub Pettitt Yaste

850 NORTH CROOKS ROAD SUITE 200 CLAWSON, M ICHIGAN 48017-1311

248-658-7777 PHONE 248-658-7781 FAX

10/14/2019 2:17:21 PM

C:\Users\RichardMann\Documents\1904_Sra_Files_Storage_rmann@straubpettittyaste.com.rvt

DEMO ELEVATIONS

A02

P07

3 A07

2

FIRE RATING

A08

A 3'-6"

CONCRETE MASONRY METAL STUD PARTITION (NOT RATED)

A01-H

P01

P06

13'-9"

ROOM FINISH SCHEDULE

2 A03

FLOOR BASE

A01-B

UP 4'-0"

4'-0"

3'-6"

3'-6" A01-A

4'-0" P03

P07

C

CATWALK SUPPORT 100

P01 101

L 102

D 115

RECORD STORAGE 12

3

X

X X

2 RETENTION OFFICE

X X

X

X X

X

X X X X

X

X X X

X X

4 ADMINISTRATIVE OFFICES A01-D

P01

114 104

HV1

3'-0"

UP

A01-B

4 A07

1

A08

P04

NEW OPENING FOR NEW DUCT THROUGH METAL PANELS. COORDINATE WITH MECHANICAL.

X

X X X

X X

6 ENTRY VESTIBULE

X

X X

7 UNISEX RESTROOM

X

X X

8 BREAK ROOM

X

X X

X

X X X

X X X X

10 JANITOR

X

A01-D

11 STAIR

X

A01-A

30" x 48" CLEAR FLOOR SPACE

P02

X

A01-G

P07

P03

X

F

106

X X X X X X X

13 CART LIFT

X

14 MECHANICAL ROOM

X X

X

X X

15 MEZZANINE

X X

X

X X

16 MECHANICAL ROOM

X X

X

X X

EXTERIOR

2

X

12 RECORD STORAGE

X X

X

REMARKS

X

5 ADA UNISEX RESTROOOM

9 MAIN OFFICE

K

P04

3'-0"

P04

105

E 3'-0"

1 MAIN OFFICE 3 DELIVERY ROOM

A05

P04

4'-7 1/8" 2 A07

A01-F

P03

CEILING

CARPET TILE BY OWNER EPOXY FLOOR COATING BARE CONCRETE RESILIENT BASE NO BASE (AT CMU WALLS ) PAINT ON GWB PAINT ON CMU PAINT DOOR AND FRAME EXISTING STRUCTURAL STEEL AS IS PAINT ON GWB ACOUSTICAL LAY-IN TILE PAINT ON CONCRETE NO CEILING EXISTING STRUCTURAL STEEL AS IS

B

WALLS

STATE OF MICHIGAN

4'-0"

103

PREPAINT METAL STAIRS AND RAILS

X X PREPAIINT METAL SHELVES AND CATWALK X

X X

A05

A01-H

ROBERT C. HALL, RA, NCARB, DIRECTOR

3'-6"

DESIGN AND CONSTRUCTION DIVISION

3'-6"

C E

FD

P02

107

SI

QU

L URI BU S U NUM E P

A01-D P05 FD

109

P02

R C U M S P I

CATWALK SUPPORT

3'-6"

1 HOUR FIRE SEPARATION

P01

2'-0"

3'-6"

4'-0"

C I

M

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET STATE FACILITIES ADMINISTRATION

CU1

NEW LOUVER AT EXISTING OPENING.

PRECAST 8" CONCRETE PANEL

108

110

G

ISSUED FOR BIDS

10/14/19

GYPSUM SHEATHING AIR AND MOISTURE BARRIER HAT CHANNELS @ 24" O.C.

P07 GYPSUM WALLBOARD

H

2

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

1 A07 0'

8'

CU2

16'

A01-A Scale: 1/8" = 1'-0"

A01-B A01-D A01-F A01-G A01-H A01-I A01-J P01 P02 P03 P04 P05

10/14/2019 2:13:56 PM

C:\Users\RichardMann\Documents\1904_Sra_Files_Storage_rmann@straubpettittyaste.com.rvt

A03

Level 1 New Work

J

P06 P07

P07

EPOXY FINISH EXPOSED CONCRETE FLOORING WITHIN OFFICE. NEW STAIR. CONSTRUCT AS PART OF STORAGE SHELVES AND CATWALK SYSTEM NEW METAL SIDING AND INSULATION. REFERENCE PARTITION DETAIL... INSTALL NEW CART LIFT. TYPICAL FOR TWO. INFILL DICK LEVELER PIT WITH CONCRETE SLAB ON METAL DECK AND 8"CONCRETE MASONRY WALL. CARPET TILE ON CONCRETE SLAB. EXTEND EXISTING 8" CMU WALL TO UNDERSIDE OF NEW CONCRETE PLANK FLOOR. APPROXIMATE ONE COURSE NEW CONCRETE PAD. BROOM FINISH. MINIMUM 6" THICK. SIZE: 4'x4' 3 5/8" METAL STUDS 5/8" GYPSUM WALL BOARD EACH SIDE. 3 5/8" METAL STUDS 5/8" GYPSUM WALL BOARD EACH SIDE. WITH SOUND ATTENUATION INSULATION. 6" METAL STUDS 5/8" FIRE CODE X GYPSUM WALL BOARD EACH SIDE. 3 5/8" METAL STUDS 5/8" FIRE CODE X GYPSUM WALL BOARD EACH SIDE. 3 5/8" METAL STUDS 5/8" ABUSE RESISTANT GYPSUM WALL BOARD EACH SIDE. WITH SOUND ATTENUATION INSULATION. 3 5/8" METAL STUDS 5/8" GYPSUM WALL BOARD ONE SIDE. 3 5/8" METAL STUDS 5/8" GYPSUM WALL BOARD ONE SIDE. WITH R-13 BATT INSULATION.

GENERAL NOTES: PATCH EXISTING CONCRETE SLAB ON GRADE.

I

PRECAST CONCRETE LINTEL WITH (4) # 5 BARS GROUTED SOLID.

HEAD HEIGHT

13'-9" A01-B

SEE FLOOR PLANS FOR PARTITION TYPE

BASE TRIM

2x6 BLOCKING BLINDS (BY OWNER)

SEALANT ALL SIDES @ FRAME CONT

ALUMINUM STOREFRONT

INSIDE HEAD DETAIL

OUTSIDE

7 1/8"

INSIDE

1" INSULATED GLASS

W2 - CMU HEAD DETAIL

SILL DETAIL

Straub Pettitt Yaste

JAMB VIEW

CONTINUOUS SEALANT PLASTIC LAMINATED SILL.

1904

ALUMINUM STOREFRONT

HEAD DETAIL

W4 - METAL STUD HEAD DETAIL

ALUMINUM STOREFRONT WINDOW.

4"

OUTSIDE

1" INSULATED GLASS

RECORD STORAGE WAREHOUSE FILE NO: 472/19173.CDP 4000 COOPER STREET JACKSON, MI 49201

2x4 BLOCKING A WINDOW HEAD.

SEALANT ALL SIDES @ FRAME CONT

4"

850 NORTH CROOKS ROAD SUITE 200 CLAWSON, M ICHIGAN 48017-1311

248-658-7777 PHONE 248-658-7781 FAX

GYPSUM ON 3 5/8" METAL STUDS @ 16" O.C.

2x4 BLOCKING EXISTING CONCRETE MASONRY GROUT CORES

W3 - SILL DETAIL

3

Typical Window Details

A03

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

3 5/8 STUDS GYPSUM WALL BOARD

8"

UP

OPENING HEIGHT

3'-6"

FOR OPENINGS WIDER THAN 5'-0" PROVIDE #4 BAR STIRRUPS @ 8" O.C. MAX , GROUT COURSE ABOVE LINTEL SOLID

OPENING WIDTH

112

111

R21 BATT INSULATION A01-I

MICHIGAN DEPARTMENT OF CORRECTIONS

7/8" NEW METAL PANEL SIDING TO MATCH EXISTING

A01-I

P01

3'-6" TO 4'-0"

6"

SEE PLANS

2'-0" 3'-4"

3'-6"

113

4'-0" 4'-0"

2'-9 1/4"

3'-6" TO 4'-0"

3'-0"

A01-J

1 A03

OPENING HEIGHT

FD

P03

P02

2x2 ACT GRID

FINISH FACE OF ADJACENT WALL WHERE APPLICABLE

W1 - CMU JAMB DETAIL NEW WORK MAIN LEVEL

A03

FIRE RATING 1 HOUR FIRE SEPARATION

CONCRETE MASONRY 2'-0"

L

3'-1"

A02-D

4'-0"

4'-11"

METAL STUD PARTITION (NOT RATED)

A02-D

M STAIR II

A02-A

A

A02-B 9'-10 1/2"

A02-D 10'-8"

4'-6 1/8"

E

K

8'-0"

3 A04

A02-E A02-F A03-G

MAIN OFFICE 1

14'-8"

CARPET TILE

UP

INSTALL CARPET TILES TO EXTENTS SHOWN. REFERENCE FINISH MATERIALS SCHEDULE. ALL OFFICE FURNITURE SHOWN IS PROVIDED BY THE FACILITY AND TO BE INSTALLED BY THE CONTRACTOR. INSTALL NEW WINDOW ASSEMBLY. REFERENCE ELEVATIONS AND DETAILS ... INSTALL NEW VERTICAL GARAGE DOOR AND ASSOCIATED COMPONENTS. EPOXY EXPOSED CONCRETE FLOORING WITHIN OFFICE. INSTALL CARPET TILES TO EXTENTS SHOWN.

7'-7 1/2"

I 7'-2 1/2"

12 A09

A02-A

15'-1"

NEW WINDOW ASSEMBLY.

COPY AREA

14'-8"

PRINTER AREA

11'-7 3/4"

A02-F

MINIMUM 4" REINFORCED CONCRETE 6x6 W2.1 WWF 3/8" EXP JT MATERIAL SEALANT

B 8'-0"

COPY AREA

EXISTING METAL ANGLE FRAME TO REMAIN

2'-0"

10 A09

F EPOXY COATING

CARPET TILE

JANITOR 10

A09

6'-8"

ADMINISTRATIVE OFFICE 4

EPOXY COATING

2 A05

9

8'-0"

A02-B

1 1/2" METAL DECK

10 5/8"

CARPET TILE

Level 2 0"

EXISTING DOCK LEVELER PLATFORM FD

UNISEX RESTROOM 7

6'-5"

1

4

8" CMU WALL AROUND PERIMETER OF PIT.

8'-0"

A03-G

A02-D

RETENTION OFFICE 2

12'-0"

5"

24x24 MOP BASIN

2

A09

FD

3

Infill Dock Leveler

A04

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

3

1'-8"

ENTRY VESTIBULE 6

11

7'-1"

3'-4"

A09

C

EPOXY COATING

CARPET TILE

EPOXY COATING

15'-6 1/8"

ISSUED FOR BIDS

G

MICHIGAN DEPARTMENT OF CORRECTIONS

L 7

D

8

A09

21'-11"

5

3

CART LIFT 13

DELIVERY ROOM 3

4

A10

13 A09

11'-7 1/2"

4 1/2"

J

6'-0"

A02-D

E Straub Pettitt Yaste

UP

H

4'-10" 22'-2 5/8"

1'-10"

4'-8"

NEW WORK LEVEL 1 SOUTH OFFICE

A02-D

A04

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

0'

850 NORTH CROOKS ROAD SUITE 200 CLAWSON, M ICHIGAN 48017-1311

248-658-7777 PHONE 248-658-7781 FAX

I J

1

EPOXY COATING

9'-7 1/2"

4'-7 1/8"

4 1/2" 6'-0"

A02-E

BREAK ROOM 8 EPOXY COATING

9'-8 5/8"

MAIN OFFICE 9

10'-5 7/8"

10/14/2019 2:12:09 PM

C:\Users\RichardMann\Documents\1904_Sra_Files_Storage_rmann@straubpettittyaste.com.rvt

A10

RECORD STORAGE WAREHOUSE FILE NO: 472/19173.CDP 4000 COOPER STREET JACKSON, MI 49201

1904

3 A05

8'-0"

FD 6

11'-9 3/4"

8'-8"

CARPET TILE

1'-6" ADA UNISEX RESTROOM 5

10/14/19

4'

8'

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

2

NEW WORK LEVEL 1 NORTH OFFICE

A04

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

I

0'

4'

8'

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

ENLARGED FLOOR PLAN

A04

3 A07

1'-3 1/2"

OPENING IN FLOOR. FIRE STOP 1-HR RATING. SIZE: 22x22

2

4x8 BACKBOARD

A08

M

INSTALL RAILINGS AS REQUIRED

5'-7 7/8"

A

5"

200

MECHANICAL 14

P01

CATWALK SYSTEM

I

MEZZANINE SYSTEM

I

B 10 A09

UP

MEZZANINE 15

7 3/4" 74'-2 1/4"

C Level 4 20' - 0"

L

Level 4 20' - 0"

P04

D

2'-0" CLEAR

INSTALL 30X30 ACCESS DOOR

202

P04

CLOSE TIGHT AGAINST SIDING

3

3 5/8" METAL STUD HORIZONTAL @ 16" O.C. 5/8" GWB TOP AND BOTTOM.

A05

P03

P04

13

13'-0"

203

2 A07

OPEN TO BELOW

A09

P04

115'-1"

E

3 5/8" METAL STUDS. 5/8" GYPSUM WALL BOARD EACH SIDE. 1-HR FIRE RATING

1 A08

UP INSTALL 30x30 FIRERATED ACCESS DOOR AT DOOR MOTOR LOCATION. 30x30

OPENING IN FLOOR. FIRE STOP 1-HR RATING. SIZE: 24x24

13'-9"

MIN. 8'-0"

CONTINUOUS METAL RUNNER. 6" METAL STUD TO UNDERSIDE OF EXISTING OPENING.

8" HOLLOW CORE CONCRETE SLABS. STEEL CLOSURE PLATE OR ANGLE

F

R-13 BATT INSULATION 8" HOLLOW CORE SLAB 1-HR FIRE RATING

A05

MATERIAL WOOL INSULATION Level 3 8' - 0"

BUTLER RIB II METAL SIDING PANEL.

HOLLOW CORE SLAB 1-HR FIRE RATING

Level 3 8' - 0"

OVERHEAD DOOR TRACK ISSUED FOR BIDS

P01

HORIZONTAL REINFORCING AT 8'-0" AFF 6" METAL STUDS @ 16" O.C. GYPSUM SHEATHING WEATHER BARRIER

5/8" GYPSUM WALL BOARD

HAT CHANNELS @ 24" O.C.

3 5/8" METAL STUD.

5'-7 7/8"

201

3'-0"

23'-7 3/4"

MECHANICAL 16

UP

J OPENING IN FLOOR. FIRE STOP 1-HR RATING. SIZE: 20x14

1

Level 2 New Work

A05

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

0'

8'

16'

I OPENING IN FLOOR. FIRE STOP 1-HR RATING. SIZE: 19x10

EXISTING DOCK LEVELER TO REMAIN.

5/8" GYPSUM SHEATHING

EXISTING 6" CONCRETE SLAB ON GRADE

Level 2 0"

1904

EXISTING CONCRETE MASONRY FOUNDATION WALL

Scale: 1/8" = 1'-0" Level 1 -3' - 4"

Level 1 -3' - 4"

EXISTING DOCK LEVELER PIT EXISTING CONCRETE MASONRY FOUNDATION WALL

Straub Pettitt Yaste

850 NORTH CROOKS ROAD SUITE 200 CLAWSON, M ICHIGAN 48017-1311

248-658-7777 PHONE 248-658-7781 FAX

10/14/2019 2:11:04 PM

C:\Users\RichardMann\Documents\1904_Sra_Files_Storage_rmann@straubpettittyaste.com.rvt

1 A07

RECORD STORAGE WAREHOUSE FILE NO: 472/19173.CDP 4000 COOPER STREET JACKSON, MI 49201

6" METAL STUD WALL.

H

10/14/19

MICHIGAN DEPARTMENT OF CORRECTIONS

5"

G

14'-0" ± EXISTING OVERHEAD DOOR OPENING

AIR / VAPOR BATTIER.

2

MIN. 8'-0"

K

2

Partition Detail Wall

3

Partition Detail Overhead Door

A05

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

A05

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

NEW WORK UPPER LEVEL

A05

L 2 A08

2

M

A08

A E 1 A08

GYPSUM WALL BOARD SOFFIT +6'-11" GYPSUM WALL BOARD SOFFIT +6'-11"

K SUSPENDED ACOUSTIC LAY-IN TILE CEILING. +8'-0"

12

GYPSUM WALL BOARD SOFFIT +6'-11"

2

STATE OF MICHIGAN

A05

GYPSUM WALL BOARD SOFFIT +6'-11"

HOLD DOWN CLOPS FOR UP TO 10' FROM DOOR

SI

QU

L URI BUS E P

GYPSUM WALL BOARD SOFFIT +6'-11"

R C U M S P I

U NU M

C E

GYPSUM WALL BOARD SOFFIT +6'-11"

HOLD DOWN CLOPS FOR UP TO 10' FROM DOOR

C I

GYPSUM WALL BOARD SOFFIT. +6'-11"

ROBERT C. HALL, RA, NCARB, DIRECTOR

F

DESIGN AND CONSTRUCTION DIVISION

B

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET STATE FACILITIES ADMINISTRATION

A09

11 A09

C GYPSUM WALL BOARD SOFFIT +6'-11"

G

GYPSUM WALL BOARD SOFFIT +6'-11"

ISSUED FOR BIDS

L

EXPOSED CONCRETE DECK.

GYPSUM WALL BOARD SOFFIT +6'-11"

10/14/19

MICHIGAN DEPARTMENT OF CORRECTIONS RECORD STORAGE WAREHOUSE FILE NO: 472/19173.CDP 4000 COOPER STREET JACKSON, MI 49201

D EXPOSED CONCRETE DECK +8'-4"

3

A05

A10

1904

GYPSUM WALL BOARD SOFFIT +6'-11"

2'-4"

NEW GARAGE DOOR

13

E 1

H

A08

J

10/14/2019 2:08:11 PM

C:\Users\RichardMann\Documents\1904_Sra_Files_Storage_rmann@straubpettittyaste.com.rvt

A09

1

Level 1 North Office RCP

A06

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

0'

4'

8'

J

I Scale: 1/4" = 1'-0"

2

Level 1 South Office RCP

A06

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

I 0'

4'

8'

Straub Pettitt Yaste

850 NORTH CROOKS ROAD SUITE 200 CLAWSON, M ICHIGAN 48017-1311

248-658-7777 PHONE 248-658-7781 FAX

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

REFLECTED CEILING PLAN

A06

PATCH EXISTING METAL SIDING.

INFILL OPENING

REPLACE/PATCH SIDING

NEW PRECAST LINTEL

NEW PRECAST LINTEL NEW WINDOW. REFERENCE DETAIL W4 IN DRAWING 3-A03 & DRAWING 3-A04

4

East Elevation

A07

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

INFILL MASONRY WALL

4'-0"

6'-8"

PATCH EXISTING METAL SIDING.

NEW PRECAST LINTEL

NEW WINDOW. REFERENCE DETAILS: W1, W2, & W3 IN DRAWING 3/A03

REF: A03

2

West Elevation

A07

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

REF: A03

PATCH EXISTING METAL SIDING.

4'-0"

8'-0"

4'-0"

12'-0"

NEW LOUVER AT EXISTING OPENING. PATCH OPENINGS ABOVE AND BELOW.

PATCH EXISTING METAL SIDING.

NEW PRECAST LINTEL

NEW WINDOW. REFERENCE DETAILS: W1, W2, & W3 IN DRAWING 3/A03

NEW PRECAST LINTEL

3

North Elevation

1

South Elevation

A07

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

A07

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

REF: A03

NEW WINDOW. REFERENCE DETAILS: W1, W2, & W3 IN DRAWING 3/A03

REF: A03

ISSUED FOR BIDS

NOTES: SEE SHEET A02 FOR TUCKPOINTING EXTERIOR MASONRY WALLS. REPAINT CONCRETE MASONRY WALL. REPAINT HOLLOW METAL DOORS AND FRAMES.

10/14/19

MICHIGAN DEPARTMENT OF CORRECTIONS RECORD STORAGE WAREHOUSE FILE NO: 472/19173.CDP 4000 COOPER STREET JACKSON, MI 49201

NEW METAL PANELS TO MATCH EXISTING METAL PANEL COLOR.

1904

Straub Pettitt Yaste

850 NORTH CROOKS ROAD SUITE 200 CLAWSON, M ICHIGAN 48017-1311

248-658-7777 PHONE 248-658-7781 FAX

0'

8'

16'

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

10/14/2019 2:06:11 PM

C:\Users\RichardMann\Documents\1904_Sra_Files_Storage_rmann@straubpettittyaste.com.rvt

ELEVATIONS

A07

H

G

F

K

E

D

1

13

A08

A09

C

B

A

Level 4 20' - 0"

8" HOLLOW CORE DECKS.

12

Level 2 0"

6'-8" HIGH DOOR

OFFICE SECTION

A08

SCALE: 1/4" = 1'-0" R C U M S P I

QU SI

C I

L URI B US U NUM E P

C E

2

ROBERT C. HALL, RA, NCARB, DIRECTOR

DELIVERY ROOM 3

DESIGN AND CONSTRUCTION DIVISION

6'-8" HIGH DOOR

RETENTION OFFICE 2

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET STATE FACILITIES ADMINISTRATION

ADMINISTRATIVE OFFICE 4

STATE OF MICHIGAN

MAIN OFFICE 9

6'-11 3/8"

Level 3 8' - 0"

6'-11 3/8"

1'-4 5/8"

A09

3/4"

B-DECK & DECK-PAK

1 1/2"

ISSUED FOR BIDS

I

L

J

3

Catwalk Floor Detail

A08

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

10/14/19

MICHIGAN DEPARTMENT OF CORRECTIONS RECORD STORAGE WAREHOUSE FILE NO: 472/19173.CDP 4000 COOPER STREET JACKSON, MI 49201

1904 Level 4 20' - 0"

SHELVING UNITS.

HOLLOW CORE PRECAST CONCRETE

8"

3'-6"

Straub Pettitt Yaste

850 NORTH CROOKS ROAD SUITE 200 CLAWSON, M ICHIGAN 48017-1311

CATWALK 248-658-7777 PHONE 248-658-7781 FAX

6'-8"

Level 3 8' - 0"

STEEL STAIR Level 2 0" 10/14/2019 2:05:05 PM

C:\Users\RichardMann\Documents\1904_Sra_Files_Storage_rmann@straubpettittyaste.com.rvt

1

OFFICE AND STACKS SECTION

A08

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

IBC COMPLIANT STEEL PLATE STAIRS

SECTIONS

A08

MIRROR

6"

PAPER TOWEL DISPENSER

3'-0" T.P. DISPENSER

Elevation 2-A

A09

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

REF: A04

2

Elevation 2-B

A09

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

REF: A04

3

Elevation 2-C

A09

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

REF: A04

T.P. DISPENSER

8 3/4"

9"

4

Elevation 2-D

A09

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

REF: A04

5

Elevation 1-A

A09

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

FLOOR MOUNTED TOILET.

2'-10"

GRAB BARS

2'-10"

2'-6"

4'-0"

1

UTILITY SHELF WITH MOP HOLDER.

6"

PAPER TOWEL DISPENSER

2'-10" 6" 1'-6"

2'-8" 3'-2"

FLOOR MOUNTED TOILET

3'-6"

REF: A04

6

Elevation 1-B

A09

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

M

REF: A04

7

Elevation 1-C

A09

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

REF: A04

MAX. 4'-0"

1'-8"

8

Elevation 1-D

A09

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

REF: A04

9

Elevation 3 - A

A09

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

REF: A04

I

EXPANSION JOINT COVER FASTEN TO CONCRETE

CATWALK PLANKS

GROUT CORES SOLID ALONG EXPOSED EDGE.

MAX 1"

8" HOLLOW CORE PLANKS

6 1/4" 3 1/2"

W16x40

4"

8"

FILL VOID WITH MINERAL WOOD INSULATION

W16x40

CATWALK SUPPORT STRUCTURE TYPICAL

7/8"

20 x 12 DUCT

3 5/8" METAL STUDS. HORIZONTAL @ 16" O.C. 5/8" GWB TOP & BOTTOM.

8'-0"

1'-4 5/8"

12 x 20 DUCT

1'-4 5/8"

Level 3 8' - 0" 8'-4"

Level 3 8' - 0"

5/8" 1'-11" MAX.

5/8"

3 5/8"

1'-11" MAX.

3 1/2"

9 1/2"

2'-4 1/4"

4 7/8"

3'-4 1/4" R-13 BLANKET INSULATION

4 1/2"

8"

6" METAL STUD @ 16" O.C.

5/8"

10 A09

5/8" GYPSUM ON 3 5/8" METAL STUD @ 16" O.C.

TO CONCRETE SLAB

6" METAL STUDS @ 16" O.C. 5/8" GWB EACH SIDE.

3 5/8" METAL STUDS @ 16" O.C. 5/8" GWB EACH SIDE

J

11

Soffet Section SCALE: 1 1/2" = 1'-0" REF: A04

ISSUED FOR BIDS

Soffet Exterior Wall Section

10/14/19

MICHIGAN DEPARTMENT OF CORRECTIONS

SCALE: 1 1/2" = 1'-0" REF: A04

A09 EXPANSION JOINT COVER

11'-0"

6.21

5/8"

8" HOLLOW CORE PLANKS

RECORD STORAGE WAREHOUSE FILE NO: 472/19173.CDP 4000 COOPER STREET JACKSON, MI 49201

CATWALK

METAL SILL.

6.21

J

1904

M

GROUT CORES SOLIDE Level 2 Existing 8' - 0"

1'-4 5/8"

Level 3 8' - 0"

GWB TO PASS EDGE OF FLOOR PLANK.

APPROX 1'-6" SAWCUT EXISTING CONCRETE SLAB GYPSUM WALLBD. SOFFIT

Level 2 0"

MATERIAL LIFT

6" METAL STUDS @ 16" O.C. 5/8" GWB EACH SIDE.

Straub Pettitt Yaste

6"

2'-4 3/4"

5/8"

VERIFY WITH LIFT MANUFACTURER

5" ±

3 5/8"

850 NORTH CROOKS ROAD SUITE 200 CLAWSON, M ICHIGAN 48017-1311

248-658-7777 PHONE 248-658-7781 FAX

#4 DOWELS @ 24" O.C. MIN 6" INTO EXISTING SLAB. SET WITH EPOXY. MIN 12" INTO NEW SLAB.

TAPE NEW VAPOR BARRIER TO EXISTING OVERLAP MIN 4"

4" - 6"

6"

4" MIN GRANULAR FILL

6" STUD WALL, INSULATED

10/14/2019 2:04:09 PM

C:\Users\RichardMann\Documents\1904_Sra_Files_Storage_rmann@straubpettittyaste.com.rvt

DUCT

CEILING

DOWEL NEW SLAB INTO EXISTING SLAB 4 @ 24" O.C.

6x6 W2.1 WWF

14

A09

6X6 W21 WWF

6 7/8"

4'-7 1/8"

5"

NEW VAPOR BARRIER.

WLF

COMPACTED GROUND

12 A09

Section 1 SCALE: 1 1/2" = 1'-0" REF: A04

14 A09

Cart Lift Secion - Callout 1 SCALE: 1 1/2" = 1'-0"

13 A09

Cart Lift Secion SCALE: 1/2" = 1'-0"

REF: A04

ELEVATIONS AND DETAILS

A09

DOOR SCHEDULE NOTES

I

GENERAL NOTES

A. ALL HOLLOW METAL FRAMES SHALL BE GROUTED SOLID. B. INSTALL EXTERIOR FRAMES WITH 1/4 INCH SHIM AND JOINT SEALANT AROUND PERIMETER OF FRAME. C. MASONRY LINTELS AND STEEL LINTELS ARE INDICATED ON STRUCTURAL DRAWINGS. D. GLASS TYPES FOR DOORS ARE INDICATED IN NOTES COLUMNS OF DOOR AND FRAME SCHEDULE OR IN SPECIFICATIONS. GLASS TYPES FOR FRAMES ARE INDICATED ON FRAME ELEVATIONS OR IN SPECIFICATIONS. E. EXTERIOR WINDOW FRAME TYPES ARE INDICATED ON FLOOR PLAN WITH HEXAGON SYMBOL. F. OVERHEAD COILING DOORS, GRILLES AND SECTIONAL DOORS WIDTH AND HEIGHT DIMENSIONS INDICATED IN DOOR AND FRAME SCHEDULE REPRESENT FURNISHED OPENING SIZE. CONTRACTOR TO COORDINATE EXACT SIZE OF DOOR WITH MANUFACTURER. G. FRAME MANUFACTURER SHALL COORDINATE LOCATIONS OF CONCEALED CONDUIT AND J-BOXES REQUIRED FOR SECURITY SYSTEM HARDWARE PRIOR TO MANUFACTURING OF HOLLOW METAL FRAMES AND COORDINATE WITH SECURITY HARDWARE AND DEVICES. H. PROVIDE HEAD RECEIVERS AT ALUMINUM STOREFRONTS AND CURTAINWALLS AS REQUIRED FOR FRAME AND STRUCTURAL DEFLECTION. I. SEE SPECIFICATIONS 087100 HARDWARE FOR HARDWARE SET NOTED IN DOOR SCHEDULE. J. MAX AIR LEAKAGE RATE FOR DOORS TO BE 0.2 CFM/SF K. REFER TO FLOOR PLANS FOR PARTITION TYPES. L. ALL DOORS TO BE 1 3/4" THICK UNLESS NOTED OTHERWISE. M. DOOR OPENING SIZES ARE INSIDE FRAME DIMENSIONS. N. ALL HOLLOW METAL FRAMES TO BE 2" THICK UNLESS NOTED OTHERWISE. O. PROVIDE DOOR SILENCERS AT ALL FRAMES WITH STOPS (3 PER LEAF). P. ALL DOORS AND FRAMES TO BE CUSTOM COLORED TO MATCH COLOR INDICATED. Q. REFER TO FINISH LEGEND/KEY ON A-621 FOR FINISHES.

H

Level 3 8' - 0"

1'-6" 3/4" 1'-5" 3/4"

2'-0"

MICROWAVE BY OWNER

FRIDGE BY OWNER

3'-0"

TOASTER OVEN BY OWNER

3'-0"

1'-6"

3/4" 1'-6" 3/4" 1'-5" 3/4"

Level 3 8' - 0"

Level 2 0"

EXISTING CONCRETE SLAB

Level 2 0"

2'-0"

2'-8"

NEW CONCRETE SLAB

#4 DOWELS @ 24" O.C.

REMARKS

1. ADD "ADA" PUSH BUTTON TO DOOR REFER TO PLAN FOR LOCATION. 2. ADD "KEY READER" TO DOOR REFER TO PLAN FOR LOCATION. REFER TO SECURITY DRAWINGS. 3. DOOR SIZE TO ALIGN WITH EXTERIOR MULLIONS/GLAZING. COORDINATE FINAL SIZE. 4. PAINT EXTERIOR SIDE OF DOOR AND FRAME TO MATCH ADJACENT METAL SIDING. 5. PROVIDE FLOOD PLANKING 6. SEE EXTERIOR ELEVATIONS FOR FRAME TYPE/ELEVATION. 7. INSULATED EXTERIOR DOOR. 8. DOOR TO ALWAYS BE LOCKED W/ KEY (INSIDE STAIR). 9. SMOKE EVACUATION DOOR (TIE TO POWER AND FIRE ALARM SYSTEM). 10. PAINT EXTERIOR SIDE OF DOOR AND FRAME TO MATCH ADJACENT METAL SIDING. 11. KEYPAD DOOR HARDWARE FOR HOME TEAM. 12. DOOR SIZE TO ALIGN WITH EXTERIORMULLIONS/GLAZING. COORDINATE FINAL SIZE. 13. PAINT PUBLIC SIDE OF DOOR AND FRAME TO MATCH ADJACENT ACCENT WALL.

2'-6" ±

6'-8" 8"

1'-0" 6X6 W21 WWF

3

Casework Section

4

Casework Elevation

5

Slab joint detail

A10

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

A10

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

A10

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

ABBREVIATIONS

FRAME TYPES

FLUSH DOOR

2

OPENING HEIGHT

SEE FLOOR PLANS FOR PARTITION TYPE

METAL STUD RUNNER, RETURN UP AND SECURE TO STUDS @ EA END

SEALANT ALL SIDES @ FRAME CONT

1

CORRIDOR SIDE

10/14/2019 12:39:49 PM

7' - 0" 7' - 0" 6' - 8" 6' - 8"

G G F F

HM HM HM HM

-

1/4" CLEAR 1/4" CLEAR -

No Threshold No Threshold No Threshold No Threshold

D4 D4 D4 D4

D3 D3 D3 D3

SILL

No Rating No Rating 45 MIN 45 MIN

1 1 1 1

HM HM HM HM

Metal - Painted - Grey Metal - Painted - Grey Metal - Painted - Grey Metal - Painted - Grey

-

4 4 10 10

8'-0" SEE FLOOR PLANS FOR PARTITION TYPE CMU LINTEL WITH (2) # 5 BARS GROUTED SOLID, 8" MIN BEARING, EA SIDE

PRECAST CONCRETE LINTEL

SEALANT ALL SIDES @ FRAME CONT

HEAD HEIGHT 6'-10"

D4 - METAL STUD HEAD DETAIL

FRAME - SEE SCHEDULE DOOR - SEE SCHEDULE

D2 - CMU HEAD DETAIL

GROUT FRAMES SOLID.

JAMB VIEW

ACOUSTIC INSULATION TO MATCH PARTITION

BACK TO BACK DOUBLE STUDS WITH RUNNER ON OPENING SIDE SECURED TO EA OTHER @ 16" OC

FINISH FACE OF ADJACENT WALL WHERE APPLICABLE

VERT-LIFT DOOR VERT-LIFT DOOR

INSULATION AT RESTROOM WALLS ONLY.

D3 - METAL STUD JAMB DETAIL

2

Door Details

A10

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

ISSUED FOR BIDS

10/14/19

MICHIGAN DEPARTMENT OF CORRECTIONS RECORD STORAGE WAREHOUSE FILE NO: 472/19173.CDP 4000 COOPER STREET JACKSON, MI 49201

GROUT FRAMES SOLID

JAMB VIEW

7 3/4" BULLNOSE CORNER, TYP, EXCEPT AT ADJACENT WALLS

1/4"

2"

THRESHOLD ALUM No Threshold No Threshold No Threshold No Threshold ALUM No Threshold No Threshold ALUM ALUM No Threshold No Threshold No Threshold ALUM No Threshold No Threshold

FRAME FIRE HDWE RATING TYPE MATERIAL FINISH GLASS SET REMARKS No Rating 2 Metal - Painted - Grey 1 INSULATED DOOR No Rating 2 HM Metal - Painted - Grey 2 45 MIN 2 HM Metal - Painted - Grey 3 No Rating 1 HM Metal - Painted - Grey 4 45 MIN 1 HM Metal - Painted - Grey 4 No Rating 2 HM Metal - Painted - Grey 2 No Rating 1 HM Metal - Painted - Grey 4 No Rating 1 HM Metal - Painted - Grey 6 No Rating 1 HM Metal - Painted - Grey 7 INSULATED DOOR No Rating 1 HM Metal - Painted - Grey 8 No Rating 1 HM Metal - Painted - Grey 6 No Rating 1 HM Metal - Painted - Grey 4 No Rating 1 HM Metal - Painted - Grey 5 No Rating 1 HM Metal - Painted - Grey 9 INSULATED DOOR 45 MIN 1 HM Metal - Painted - Grey 10 VERT-LIFT DOOR 45 MIN 1 HM Metal - Painted - Grey 10 VERT-LIFT DOOR OVERHEAD DOOR

5/8"

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

GLASS 1" CLEAR INSUL 1/4" CLEAR 1/4" CLEAR 1/4" CLEAR 1/4" CLEAR 1" CLEAR INSUL 1/4" CLEAR 1/4" CLEAR 1/4" CLEAR 1" CLEAR INSUL -

DETAILS HEAD JAMB D2 D1 D4 D3 D4 D3 D4 D3 D4 D3 D4 D3 D4 D3 D4 D3 D2 D1 D4 D3 D4 D3 D4 D3 D4 D3 D4 D3 D4 D3 D4 D3

2" 2"

200 201 202 203

DOOR FINISH -

GLASS - SEE ELEVATIONS FOR TYPE, GT-05 UNO

DOOR WIDTH

100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116

OPENING SIZE WIDTH HEIGHT TYPE MATERIAL 6' - 0" 6' - 6" G HM 6' - 0" 6' - 8" G HM 6' - 0" 6' - 8" G HM 3' - 0" 6' - 8" G HM 3' - 0" 6' - 8" F HM 6' - 0" 6' - 8" G HM 3' - 0" 6' - 8" F HM 3' - 0" 6' - 8" F HM 3' - 0" 6' - 6" G HM 3' - 0" 6' - 8" G HM 3' - 0" 6' - 8" F HM 3' - 0" 6' - 8" G HM 3' - 0" 6' - 8" G HM 3' - 0" 7' - 2" G HM 3' - 0" 6' - 8" F HM 3' - 0" 6' - 8" F HM 8' - 0" 8' - 0"

OPNG #

FRAME - SEE SCHEDULE

SEE PLANS

C:\Users\RichardMann\Documents\1904_Sra_Files_Storage_rmann@straubpettittyaste.com.rvt

DELETED DOOR(S): NONE

5/8"

DOOR HEIGHT

"R" REVISED DOOR, "N" NEW DOOR

MECHANICAL MECHANICAL CART LIFT CART LIFT Level 2 Existing: 4 TOTAL DOORS: 21

HEAD HEIGHT 6'-10"

2"

DOOR SCHEDULE

ROOM NAME RETENTION OFFICE RETENTION OFFICE RECORD STORAGE MAIN OFFICE DELIVERY ROOM ADMINISTRATIVE OFFICE ADMINISTRATIVE OFFICE UNISEX RESTROOM ENTRY VESTIBULE ADMINISTRATIVE OFFICE ADA UNISEX RESTROOM MAIN OFFICE BREAK ROOM RECORD STORAGE CART LIFT CART LIFT DELIVERY ROOM Level 1 Existing: 17

FOR OPENINGS WIDER THAN 5'-0" PROVIDE (2) 6" DEEP STUDS WITH TOP AND BOTTOM RUNNER. SECURE TO STUDS AT EA END 1/2" TYP EACH SIDE

FOR OPENINGS WIDER THAN 5'-0" PROVIDE #4 BAR STIRRUPS @ 8" OC MAX , GROUT COURSE ABOVE LINTEL SOLID

8"

FLUSH DOOR W/ HALF LITE

REMOVABLE MULLION

3

ONE LEAF

STC-50 MIN

INSULATION AT RESTROOM WALLS ONLY.

OPENING HEIGHT

VERT-LIFT DOOR

TWO LEAVES

2"

OPENING WIDTH

F

TWO LEAVES

2"

SEE PLANS

G

SEE EXTERIOR AND INTERIOR ELEVATIONS

SEE SCHD

1/2" MIN

RD

2"

ALUMINUM GLAZING TYPE (SEE 088000) HOLLOW METAL THRESHOLD/TRANSITION

OPENING WIDTH

OPENING HEIGHT

2" OPENING HEIGHT

OPENING HEIGHT

3'-6"

OPENING HEIGHT

OPENING WIDTH

2"

OPENING WIDTH

9"

WIDTH

OPENING WIDTH

2"

OPENING WIDTH 6" 6"

ALUM GT HM TR

OPENING HEIGHT

DOOR TYPES

FINISH FACE OF ADJACENT WALL WHERE APPLICABLE

Straub Pettitt Yaste

850 NORTH CROOKS ROAD SUITE 200 CLAWSON, M ICHIGAN 48017-1311

248-658-7777 PHONE 248-658-7781 FAX

GROUTED SOLID, FULL HEIGHT

D1 - CMU JAMB DETAIL DOOR SCHEDULE AND DETAILS

A10

STRUCTURAL DESIGN NOTES -

FIRST FLOOR: MEZZANINE FLOOR: CATWALK SYSTEM:

1'-6" OVERHANG

ASSUMED 3000 PSF (BASE ON ORIGINAL BUILDING DESIGN) 200 PSF LIVE LOAD 150 PSF LIVE LOAD - 5O PSF DEAD LOAD MIN. 120 PSF LIVE LOAD

1/4 x 9 SHEER PLATE (3) 3/4" BOLTS

1" CLEAR

8"

SOIL BUILDING CAPACITY:

W 12x26

W16x40

W16x40 1/2" PLATE

8'-4"

1/2" PLATE

EXISTING STEEL END WALL COLUMN

20'-8 5/8"

(4) 3/4" ANCHOR BOLT

A

1/2" E.J. MATL.

19'-1 7/8"

8"

6x6 W 2.8 WWF

EXISTING COLUMN PIER

C2 ST 4x4x1/4

ST 4x4x1/4

B

B W16X40

EXISTING 8" FOUNDATION WALL

2'-9" S.Q.

NEW CONCRETE PIER 12"x12" #3 HORIZONTAL #4 VERTICAL

20'-0"

W16X40

1" SEATING BED 1/2" BASE PLATE

#5 @8" O.C. E.W.

SPAN DIRECTION

C1

1" SEATING BED 1/2" BASE PLATE

1'-0" ±

C1

8'-0"

A

EXISTING CMU WALL

NEW COLUMN TS 4x4 (4) 3/4" ANCHOR BOLT 1/2" E.J. MATL. 6x6 W 2.8 WWF

ST 4x4x1/4

3'-4"± OR 5'-4"±

ST 4x4x1/4

8"

M

2'-8"± OR 4'-8"±

M

C2

1'-0"

1'-10"

C2

EXISTING FOOTING

ST 4x4x1/4

C1

L

C1

C

C2

L

ST 4x4x1/4

7'-7"

C ST 4x4x1/4

ST 4x4x1/4

D

3

C1

4

C2

S01

SCALE: 1" = 1'-0"

S01

SCALE: 1" = 1'-0"

D

NEW COLUMN TS 4x4 (4) 3/4" ANCHOR BOLT 1/2" E.J. MATL.

W12x26

C3

12'-5" ST 4x4x1/4

W12x26

E

C1

6x6 W 2.8 WWF

ISSUED FOR BIDS

8"

C1

17'-8 1/8"

SPAN DIRECTION

E

MICHIGAN DEPARTMENT OF CORRECTIONS

ST 4x4x1/4

17'-2 1/4"

K

C1

RECORD STORAGE WAREHOUSE FILE NO: 472/19173.CDP 4000 COOPER STREET JACKSON, MI 49201

20'-0"

1" SEATING BED 1/2" BASE PLATE

14'-8 1/2"

K

ST 4x4x1/4

F

EXISTING 8" FOUNDATION WALL

NEW CONCRETE PIER #4 VERTICAL #3 HORIZONTAL @ 12" O.C.

C2 ST 4x4x1/4

10/14/19

1904

F 2'-8"± OR 4'-8"±

20'-0"

SPAN DIRECTION

W16X40

W16x40 C1

C2 ST 4x4x1/4

ST 4x4x1/4

G

WELD 1/4" PLATE AT END FOR FASTENING TO EXISTING STEEL STRUCTURE. (TYP. 4)

G

Straub Pettitt Yaste

850 NORTH CROOKS ROAD SUITE 200 CLAWSON, M ICHIGAN 48017-1311

19'-1 3/8"

248-658-7777 PHONE 248-658-7781 FAX

DUCT OPENING SEE MECHANICAL

1'-0"

C2 ST 4x4x1/4

H

1'-2" ±

ST 4x4x1/4

1'-2"

C2

H 22'-2 5/8"

10/14/2019 12:26:19 PM

C:\Users\RichardMann\Documents\1904_Sra_Files_Storage_rmann@straubpettittyaste.com.rvt

J

1 S01

I

J

Foundation Plan

2

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

S01

3 1/2 x 3 1/2 x 1/4 ANGLES WELD ANGLES TOGETHER

EXISTING FOOTING

I

1'-6"

Structure Plan

5

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

S01

1'-0"

C3

6

NEW OPENING DETAIL

SCALE: 1" = 1'-0"

S01

SCALE: 1" = 1'-0"

STRUCTURAL PLANS & DETAILS

S01

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Elevation 2 C

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