OTTAWA COUNTY JAIL ROOF REPLACEMENT 1.2664 …...a02 equipment rail support at base of ladder (07...

2
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 EXPANSION JOINT 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 A102 6 A102 8 A102 TYP. 8 A102 TYP. 8 A102 TYP. A05 A05 A02 A02 6 A102 5 A102 5 A102 5 A102 5 A102 6 A102 8 A102 6 A102 6 A102 6 A102 8 A102 6 A102 7 A102 8 A102 6 A102 6 A102 8 A102 TYP. TYP. 16'-0" A07 A01 A02 A02 A03 A03 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 A02 A02 EXISTING EXPANSION JOINT THIS DOCUMENT HAS BEEN PREPARED BY PROGRESSIVE AE AS AN INSTRUMENT OF SERVICE, AND PROGRESSIVE AE SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. 1811 4 Mile Rd NE Grand Rapids, MI 49525 616.361.2664 www.progressiveae.com 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 A B C D E 7 6 5 4 3 2 1 8/5/2020 4:19:05 PM C:\Revit_Files\2019\[email protected] PARTIAL ROOF PLAN A101 ISSUED FOR BIDS 08/05/2020 OTTAWA COUNTY JAIL ROOF REPLACEMENT OTTAWA COUNTY 12130 FILLMORE STREET WEST OLIVE, MI 49460 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 PROVIDE NEW 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 STREET WEST OLIVE, MI 49460 OTTAWA COUNTY JAIL ROOF REPLACEMENT NO. DATE DESCRIPTION

Transcript of OTTAWA COUNTY JAIL ROOF REPLACEMENT 1.2664 …...a02 equipment rail support at base of ladder (07...

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

A102

6

A102

8

A102

TYP.

8

A102

TYP.

8

A102

TYP.

A05

A05

A02

A02

6

A102

5

A102

5

A102

5

A102

5

A102

6

A1028

A102

6

A102

6

A102

6

A102

8

A102

6

A102

7

A102

8

A102

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

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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

E

7 6 5 4 3 2 1

8/5/

2020

4:1

9:05

PM

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19\7

4210

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PARTIAL ROOF

PLAN

A101

ISSUED FOR BIDS

08/05/2020

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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

N H

EIG

HT

EQ

UA

L H

EIG

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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2'-

10

"

9-1/

2" M

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9 1/

2" M

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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

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

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@pr

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com

.rvt

DETAILS

A102

ISSUED FOR BIDS

08/05/2020

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MI 4

9460

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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