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Page 1: OTTAWA COUNTY JAIL ROOF REPLACEMENT 1.2664 …...a02 equipment rail support at base of ladder (07 7200) a03 remove existing skylights and curb. prepare opening and provide new unit

GENERAL NOTES

1. DO NOT SCALE DRAWINGS.2. EXISTING BUILDING CONDITIONS BASED ON OWNER PROVIDED DRAWINGS AND

LIMITED FIELD VERIFICATION. VERIFY EXACT DIMENSIONS, AREAS, AND CONDITIONS IN FIELD. SHOULD DISCREPANCIES OCCUR, NOTIFY ARCHITECT FOR CLARIFICATIONS.

3. BEGINNING WORK INDICATES THAT THE CONTRACTOR HAS ACCEPTED AND VERIFIED EXISTING CONDITIONS.

4. WALL DIMENSIONS ARE TO FACE OF MASONRY, FACE OF CONCRETE, FACE OF STUDS, COLUMN CENTERLINE AS SHOWN OR EXISTING CONSTRUCTION UNLESS OTHERWISE NOTED.

5. ALL DIMENSIONS ARE PERPENDICULAR AND PARALLEL, UNLESS NOTED OTHERWISE.

6. PATCH ALL DISTURBED SURFACES WITH MATERIALS TO MATCH ADJACENT SURFACE CONSTRUCTION.

7. PROVIDE APPROVED SMOKE/FIRESTOPPING ASSEMBLIES AT ALL MECHANICAL AND ELECTRICAL PENETRATIONS THROUGH FIRE RATED AND SMOKE RESISTANT PARTITIONS.

8. OWNER FURNISHED EQUIPMENT IS SHOWN LIGHT DASHED FOR REFERENCE ONLY. REFER TO EQUIPMENT DRAWINGS FOR ADDITIONAL INFORMATION.

PART "A" PART "C"

KEY PLAN NOT TO SCALE

PART "B"

PART 'A'

APPROXIMATELY 30,174 SF

A01

18'-

6"

17'-

2"

75'-

11"

45'-

11"

31'-

11"

17'-

1"

18'-

6"

6'-0" 17'-8" 17'-11" 2'-4" 27'-11" 2'-4" 17'-11" 17'-8" 40'-0"

20'-3"

17'-

11"

33'-8" 4'-3" 27'-11" 95'-6" 16'-6"

7

A102

EX

PA

NS

ION

JO

INT

30'-

0"

+0"

+76"

1

A102

A04

A04

LIMIT OF WORK IN PART "A"

LIMIT OF WORK IN PART "A"

6

A102

8

A102

6

A102

6

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6

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8

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TYP.

8

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TYP.

8

A102

TYP.

A05

A05

A02

A02

6

A102

5

A102

5

A102

5

A102

5

A102

6

A1028

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8

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6

A102

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8

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6

A102

6

A102

8

A102

TYP.

TYP.

16'-0"

A07

A01

A02

A02

A03A03

43'-

1"

77'-10"

8

A102

TYP.

F.V.

5'-0"

F.V

.

5'-0

"

5

A102

5

A102

PART 'B'

APPROXIMATELY 3,351 SF

+0"

+39"

1

A102

A06

ROOF LEGEND

EXISTING METAL STANDING SEAM ROOF PANELS

BALLASTED MEMBRANE ROOFING

CONCRETE WALKWAY PAVERS

SPOT ELEVATION MEASUREMENT RELATIVE TO LOCAL SURFACES

(+X")

TAPERED INSULATION OVERLAY (SADDLE)

EXISTING CONSTRUCTION TO REMAIN

SKYLIGHT

EQUIPMENT AND PIPING ON RAILS

ROOF DRAIN AND SUMP

SCUPPER AND DOWNSPOUT

ROOF PLAN DEMOLITION NOTES

1. WHERE IMPACTED BY NEW ROOF INSTALLATION, EXISTING LIGHTING PROTECTION SYSTEM SHALL BE REMOVED BY OWNER, AND REINSTALLED BY OWNER UPON COMPLETION OF THE ROOF WORK.

2. REMOVE EXISTING PERIMETER METAL ROOF EDGE.3. EXISTING RIGID INSULATION TO REMAIN UNLESS DAMAGED. 4. REMOVE EXISTING STONE BALLAST AND EPDM MEMBRANE ROOFING WHERE NEW

ROOFING IS SHOWN ON ROOF PLAN. PREPARE EXISTING RIGID INSULATION TO REMAIN FOR NEW MEMBRANE.

5. REMOVE AND SALVAGE EXISTING ROOF DRAIN STRAINERS AND CLAMPS FOR REUSE IN NEW WORK.

6. REMOVE AND SALVAGE PVC GRAVEL STOP AT SCUPPERS AND DOWNSPOUTS FOR REUSE IN NEW WORK.

7. REMOVE EXISTING SCUPPER ASSEMBLIES TO EXISTING PLYWOOD WALL CAP TO ENSURE MEMBRANE CONTINUITY.

8. REMOVE EXISTING GUARDRAILS AND SALVAGE FOR REUSE IN NEW WORK. 9. REMOVE EXISTING WALKWAY PAVERS AND SPLASH BLOCKS.10. EXISTING EQUIPMENT RAIL CURBS TO REMAIN. PREPARE TO FLASH NEW ROOF

MEMBRANE.11. REMOVE EXISTING PIPE SUPPORTS. PREPARE FOR NEW SUPPORTS.

A01

2

A102

A02A02

EXISTING EXPANSION JOINT

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ISSUANCE

REVISIONS

If this document is sealed and signed in a digital

or electronic format and is received from someone

other than the sealing professional identified in

the document, you must contact the sealing

professional in writing to validate authenticity of

the document. The sealing professional disclaims

the seal and signature and shall not be liable for

any liability associated with it where the

authenticity of any digital or electronic seal or

signature has not been validated in this manner.

DRAWN BY

PROFESSIONAL

PROJECT MANAGER

FILE NUMBER

CHECKED BY

7 6 5 4 3 2 1

AB

CD

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7 6 5 4 3 2 1

8/5/

2020

4:1

9:05

PM

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.rvt

PARTIAL ROOF

PLAN

A101

ISSUED FOR BIDS

08/05/2020

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1213

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MI 4

9460

DM

EA

KB

74210016

EA

KEYNOTES

NUMBER NOTE

A01 ROOF LADDER (05 5133)

A02 EQUIPMENT RAIL SUPPORT AT BASE OF LADDER (07 7200)

A03 REMOVE EXISTING SKYLIGHTS AND CURB. PREPARE OPENING AND PROVIDENEW UNIT SKYLIGHT ON INTEGRAL INSULATED CURB (08 6200)

A04 EXISTING LADDER TO REMAIN. FLASH PENETRATIONS.

A05 REINSTALL SALVAGED GUARDRAIL. FASTEN BASE TO ROOF EDGE BLOCKING.FLASH GUARDRAIL POST PENETRATION THROUGH ROOF EDGE.

A06 ADD ROOF PAVERS ADJACENT TO EXISTING ROOF HATCH

A07 CONNECT ROOF PAVER PATH TO EXISTING PATH

3/32" = 1'-0"

PARTIAL ROOF PLAN - PART A

3/32" = 1'-0"

PARTIAL ROOF PLAN - PART C

3/32" = 1'-0"

PARTIAL ROOF PLAN PART B

DRAWING INDEX

ARCHITECTURAL

A101 PARTIAL ROOF PLAN

A102 DETAILS

OTTAWA COUNTY

12130 FILLMORE STREETWEST OLIVE, MI 49460

OTTAWA COUNTY JAIL ROOF REPLACEMENT

NO. DATE DESCRIPTION

Page 2: OTTAWA COUNTY JAIL ROOF REPLACEMENT 1.2664 …...a02 equipment rail support at base of ladder (07 7200) a03 remove existing skylights and curb. prepare opening and provide new unit

NEW BALLASTED MEMBRANE OVER EXISTING INSULATION - SEE ROOF PLAN FOR ADDITIONAL NOTES

EXISTING CONCRETE PLANK DECK

ADHERE MEMBRANE TO EXISTING WALL AND TERMINATE UNDER EXISTING WALL FLASHING

12

"

EXISTING WALL ASSEMBLY

EXISTING THROUGH WALL FLASHING

NEW BALLASTED MEMBRANE OVER EXISTING INSULATION - SEE ROOF PLAN FOR ADDITIONAL NOTES

EXISTING CONCRETE PLANK DECK

FASTEN COUNTERFLASHING TO EXISTING WALL ASSEMBLY THROUGH EXISTING BASE FLASHING.

EXISTING BASE FLASHING

ADHERE MEMBRANE TO EXISTING WALL AND TERMINATE UNDER EXISTING WALL FLASHING

NEW BALLASTED MEMBRANE OVER EXISTING INSULATION - SEE ROOF PLAN FOR ADDITIONAL NOTES

EXISTING CONCRETE PLANK DECK

CONTINUOUS BEAD OF LAP SEALANT

PIPE FLASHING AND METAL COLLAR

CLAMPING RING

FLEXIBLE FLASHINGEXISTING PIPE PENETRATION

APPLY SEALANT AT FLASHING JOINT

CONTINUOUS 2" DIAMETER FOAM TUBE

NEW BALLASTED MEMBRANE ADHERED TO EXISTING WOOD CAP

FILL VOID WITH BATT INSULATION

EXISTING BALLASTED ROOF

LAP SPLICE NEW MEMBRANE TO EXISTING MEMBRANE

CONTINUOUS PREFINISHED METAL FASCIA CAP

CONTINUOUS CLEAT FASTENED TO EXISTING BLOCKING

NEW BALLASTED MEMBRANE ADHERED TO EXISTING WOOD CAP

EXISTING WALL ASSEMBLY

NEW BALLASTED MEMBRANE OVER EXISTING INSULATION - SEE ROOF PLAN FOR ADDITIONAL NOTES

EXISTING CONCRETE PLANK DECK

NEW PREFINISHED METAL SCUPPER BOX 12 INCH WIDE WITH 4 INCH EXTENSION AND TURNED DOWN EDGES. FASTEN TO EXISTING WOOD BLOCKING. SPLICE MEMBRANE TO SCUPPER.

WALL CAP BEYOND

CONTINUE ROOF MEMBRANE TO FACE OF WALL AND TERMINATE UNDER CAP FLASHING

EXISTING WALL ASSEMBLY

CONTINUE ROOF MEMBRANE TO FACE OF WALL AND TERMINATE UNDER CAP FLASHING

NEW BALLASTED MEMBRANE OVER EXISTING INSULATION - SEE ROOF PLAN FOR ADDITIONAL NOTES

EXISTING CONCRETE PLANK DECK

EXISTING EQUIPMENT HOUSING

EXTEND ROOF MEMBRANE UNDER EXISTING FLASHING OR UP OVER EXISTING CURB

EXISTING ROOF CURB

NEW BALLASTED MEMBRANE OVER EXISTING INSULATION - SEE ROOF PLAN FOR ADDITIONAL NOTES

EXISTING CONCRETE PLANK DECK

METAL LADDER (05 5133) FASTENED TO EQUIPMENT RAIL CURB

EQUIPMENT RAIL CURB (07 7200) MOUNTED TO EXISTING CONCRETE PLANK DECK AT BOTH ENDS OF LADDER

PLATFORM MUST PROVIDE CLEARANCE FOR ROOF EDGE, LIGHTNING PROTECTION SYSTEM, AND OTHER OBSTRUCTIONS AT THE ROOF EDGE

ADJUSTABLE ANGLE CONNECTION AT LOWER STRINGER

2" +

/-

CONCRETE WALKWAY PAVER

CONCRETE WALKWAY PAVER

SE

E P

LAN

FO

R S

PO

T E

LEV

AT

ION

S

VA

RIE

S

5" T

YP

.

9-1/

2" M

AX

9-1/

2" M

AX

NU

MB

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S O

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HT

EQ

UA

L H

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HT

RIS

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3'-6"

2'-1 3/4" +/-

3-1/2" +/-

METAL LADDER (05 5133) FASTENED TO EQUIPMENT RAIL CURB

EQUIPMENT RAIL CURB (07 7200) MOUNTED TO EXISTING CONCRETE PLANK DECK AT BOTH ENDS OF LADDER

PLATFORM MUST PROVIDE CLEARANCE FOR ROOF EDGE, LIGHTNING PROTECTION SYSTEM, AND OTHER OBSTRUCTIONS AT THE ROOF EDGE

EXISTING EXPANSION JOINT

CONCRETE WALKWAY PAVER

CONCRETE WALKWAY PAVER

2" +

/-

ADJUSTABLE CLIP CONNECTION

6"

3'-6"

8"

1'-5

"

(4)

EQ

UA

L S

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PS

2'-

10

"

9-1/

2" M

AX

9 1/

2" M

AX

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apid

s, M

I 49525 6

16.3

61.2

664 w

ww

.pro

gre

ssiv

eae.c

om

ISSUANCE

REVISIONS

If this document is sealed and signed in a digital

or electronic format and is received from someone

other than the sealing professional identified in

the document, you must contact the sealing

professional in writing to validate authenticity of

the document. The sealing professional disclaims

the seal and signature and shall not be liable for

any liability associated with it where the

authenticity of any digital or electronic seal or

signature has not been validated in this manner.

DRAWN BY

PROFESSIONAL

PROJECT MANAGER

FILE NUMBER

CHECKED BY

7 6 5 4 3 2 1

AB

CD

E

7 6 5 4 3 2 1

8/5/

2020

4:2

0:41

PM

C:\R

evit_

File

s\20

19\7

4210

016-

OC

J-A

RC

H_m

cnam

arad

@pr

ogre

ssiv

eae.

com

.rvt

DETAILS

A102

ISSUED FOR BIDS

08/05/2020

OT

TA

WA

CO

UN

TY

JA

IL R

OO

F R

EP

LA

CE

ME

NT

OT

TA

WA

CO

UN

TY

1213

0 F

ILLM

OR

E S

TR

EE

TW

ES

T O

LIV

E,

MI 4

9460

DM

EA

KB

74210016

EA

1 1/2" = 1'-0"

1 / A101

5DETAIL - ROOF TO MASONRY

1 1/2" = 1'-0"

1 / A101

6DETAIL - ROOF TO WALL

1 1/2" = 1'-0"4

DETAIL - ROOF TO PIPE PENETRATION

1 1/2" = 1'-0"

1 / A101

7DETAIL - ROOF EXPANSION JOINT

1 1/2" = 1'-0"

1 / A101

8DETAIL - ROOF EDGE

1 1/2" = 1'-0"9

DETAIL - ROOF SCUPPER

1 1/2" = 1'-0"3

DETAIL - ROOF CURB

3/4" = 1'-0"

1 / A101

1DETAIL - ROOF LADDER OVER WALL

3/4" = 1'-0"

1 / A101

2DETAIL - ROOF LADDER OVER EXPANSION JOINT

NO. DATE DESCRIPTION


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