BAS Various Roof Replacements.pdf

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Baraga Area Schools Various Roof Replacements
Solicitation number
RFP - BARA - 240000000263
Issued by
Baraga County, Michigan

About this file

This document contains the project plans and specifications for the Baraga Area Schools Various Roof Replacements project in Baraga, Michigan. The project involves replacing the existing roofing membrane, skylights, and a portion of the brick veneer on the gymnasium wall at various school buildings. Key details include:

The project scope includes demolishing the existing EPDM roofing membrane and replacing it with a new 60-mil EPDM roofing system across four distinct roof areas. This also involves replacing existing skylights and providing new through-wall flashing. The project drawings provide detailed plans and specifications for the demolition and installation work. The bid due date is October 26, 2023. No information is provided about a bidder's conference or site visits.

The documents do not include pricing terms, set-asides, incumbents, funding sources, or other salient commercial details. The project appears to be funded by the Baraga Area School District in Baraga County, Michigan.

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ZONING: FED - FEDERAL / STATE FOREST / TRIBAL

BUILDING CODE REVIEW

2015 MICHIGAN BUILDING CODE & MICHIGAN BARRIER FREE

2015 MICHIGAN MECHANICAL CODE

2018 MICHIGAN PLUMBING CODE

2015 MICHIGAN ENERGY CODE

2017 NATIONAL ELECTRIC CODE

2017 MICHIGAN ELECTRICAL CODE, PART 8

USE GROUP: E - EDUCATIONAL

PROJECT DESCRIPTION:

• REPLACE EXISTING ROOFING MEMBRANE WITH NEW ROOFING MEMBRANE.

• REPLACE EXISTING SKYLIGHTS WITH NEW SKYLIGHTS.

• REMOVE & REPLACE PORTION OF BRICK VENEER ALONG NORTH FACE OF

THE GYM WALL AND PROVIDE NEW THRU-WALL FLASHING.

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P (906) 482-4810 F (906) 482-9799

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U.P. ENGINEERS &

ARCHITECTS, INC.

2906 N. STEPHENSON AVE, SUITE 2

IRON MOUNTAIN, MI 49801

P (906) 779-0937 F (906) 779-0947

424 S. PINE ST.

ISHPEMING, MI 49849

P (906) 485-1011 F (906) 485-1013

1701 DUNLAP AVE., SUITE 8

MARINETTE, WI 54143

P (715) 732-4188 F (715) 732-4189

707 ASHMUN STREET

SAULT STE. MARIE, MI 49783

P (906) 635-0511 F (906) 635-0612

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BARAGA AREA SCHOOLS

VARIOUS ROOF REPLACEMENTS

210 LYONS STREET, BARAGA, MI 49908

G001

COVER SHEET

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PROJECT VICINITY MAP

PROJECT LOCATION

SHEET INDEX

NUMBER SHEET NAME

G001 COVER SHEET

A100.0 OVERALL ROOF DEMOLITION PLAN

A101.0 OVERALL PROPOSED ROOF PLAN

A101.1 PROPOSED ROOF PLAN - AREA A

A101.2 PROPOSED ROOF PLAN - AREA B

A101.3 PROPOSED ROOF PLAN - AREA C

A101.4 PROPOSED ROOF PLAN - AREA D

A501 ROOF DETAILS

A502 ROOF DETAILS

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DEMOLITION KEYNOTES -

REMOVE EXISTING EPDM ROOFING MEMBRANE DOWN TO INSULATION. INSPECT

INSULATION PRIOR TO INSTALLING NEW ROOF AND REPORT ANY DISCREPANCIES AND/OR

CONFLICTS TO THE ARCHTECT.

REMOVE EXISTING EPDM ROOFING MEMBRANCE & INSULATION DOWN TO ROOF DECK.

INSPECT ROOF DECK PRIOR TO INSTALLING NEW TAPERED INSULATION & ROOFING

MEMBRANCE AND REPORT ANY DISCREPANCIES AND/OR CONFLICTS TO THE ARCHITECT.

3 EXISTING ROOF DRAIN TO REMAIN.

4 EXISTING MECHANICAL / PLUMBING VENT TO REMAIN.

5 EXISTING GRAVITY ROOF VENTILATOR W/ CURB TO REMAIN.

6 EXISTING POWERED EXHAUST VENT TO REMAIN.

7 EXISTING ROOFTOP UNIT TO REMAIN.

8 EXISTING ROOFTOP AIR CONDITIONING UNIT w/ CONDUIT TO REMAIN.

9 REMOVE AND REPLACE EXISTING 26" x 50" SKYLIGHT & CURB.

10 REMOVE AND REPLACE EXISTING 50" x 50" SKYLIGHT & CURB.

11 EXISTING GOOSENECK PIPING TO REMAIN.

12 EXISTING ROOF ACCESS HATCH TO REMAIN.

13 EXISTING ROOF ACCESS LADDER TO REMAIN.

14 REMOVE EXISTING (UNUSED) PIPE BOOT & PREPARE SURFACE FOR NEW MEMBRANE.

REMOVE EXISTING CURB AND PREPARE SURFACE FOR NEW FRAMING AND ROOFING

MEMBRANE.

16 EXISTING CONDUIT FOR SITE LIGHTING TO REMAIN.

17 EXISTING BRICK CHIMNEY TO REMAIN.

ROOF DEMOLITION AND GENERAL CONSTRUCTION NOTES

1. GENERAL CONTRACTOR TO COORDINATE ALL WORK WITH OWNER.

2. WORK LABELED NOT IN CONTRACT (NIC), OR OTHERWISE NOT NOTED, IS NOT IN CONTRACT

FOR ANY ARCHITECTURAL IMPROVEMENTS.

3. GENERAL CONTRACTOR AND THEIR SUB-CONTRACTORS SHALL VERIFY ALL EXISTING

CONDITIONS AND DIMENSIONS WITH CONDITIONS SHOWN IN THE CONTRACT DOCUMENTS

AND SHALL REPORT ANY DEVIATIONS, DISCREPANCIES AND / OR CONFLICTS TO THE

ARCHITECT.

4. EXISTING ROOF DRAIN SYSTEMS ARE TO REMAIN FULLY OPERATIONAL / FUNCTIONAL

DURING THE RE-ROOFING AND THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING

TEMPORARY PROTECTION DURING DEMOLITION AND RENOVATION ACTIVITIES.

5. EXISTING ROOF DRAINS ARE TO BE CLEANED AND MAINTAINED FREE OF DEBRIS DURING RE-

ROOFING. ALL DRAIN DOMES / CAPS TO BE RE-INSTALLED.

6. EXISTING ROOFING SYSTEM IS TO BE REMOVED DOWN TO THE INSULATION. PREPARE

SURFACE FOR NEW ROOFING SYSTEM.

7. EXISTING ROOF PENETRATIONS: VENT PIPING, STRUCTURAL SUPPORTS & MECHANICAL

EQUIPMENT THAT WILL NOT BE RE-USED ARE TO BE REMOVED AND DISCARDED. REPAIR

ROOF DECKING / INSULATION AND INSTALL NEW ROOFING SYSTEM.

8. PERFORM REMEDIAL REPAIRS AS NECESSARY TO EXISTING ROOF PENETRATIONS,

PENETRATION POCKETS, VENT PIPING, CONDUIT AND ROOF CURBS THAT ARE TO REMAIN TO

RECEIVE NEW ROOFING SYSTEM.

9. INSPECT EXISTING ROOFING INSULATION AND COVER BOARD AND REPORT ANY INSULATION

SATURATION, BLISTERS, BUCKLES, OR OTHER SURFACE IRREGULARITIES TO THE

ARCHITECT.

10. EXISTING MISCELLANEIOUS DEBRIS, ETC. ON THE ROOF IS TO BE REMOVED AND DISCARDED

ON A DAILY BASIS.

11. ALL DIMENSIONS, EQUIPMENT, PIPES, ETC. ARE TO BE FIELD VERIFIED.

12. CONTRACTOR SHALL ENSURE PROPER STORAGE OF ANY MATERIALS / EQUIPMENT

INTENDED TO BE REUSED OR REINSTALLED. ANY MISSING OR DAMAGED ITEMS DUE TO

IMPROPER STORAGE, OR BY CONTRACTORS ACTIVITIES, SHALL BE REPLACED BY THE

CONTRACTOR AT NO COST TO THE OWNER.

13. CONTRACTOR SHALL PROVIDE TEMPORARY WEATHER PROOFING AT ALL TIMES, SUCH THAT

THE BUILDING SHALL REMAIN OCCUPIED AND OPERATIONAL AND IN WEATHERTIGHT

CONDITION DURING DEMOLITION AND RE-ROOFING.

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ADJACENT VOC. ED. BLDG. (N.I.C.)

PROPOSED ROOF KEYNOTES -

1 PROPOSED SINGLE PLY, 60-MIL EPDM ROOFING MEMBRANE (COLOR SHALL BE BLACK).

2 EXISTING MECH / PLUMB VENT TO REMAIN. PROVIDE NEW BOOT, CLAMPING RING, AND SEALANT.

EXISTING GRAVITY ROOF VENTILATOR TO REMAIN. CONTINUE NEW ROOFING MEMBRANE UP

SIDES OF CURB & PROVIDE NEW TERMINATION BAR.

EXISTING POWERED EXHAUST VENT TO REMAIN. CONTINUE NEW ROOFING MEMBRANE UP

SIDES OF CURB & PROVIDE NEW TERMINATION BAR.

EXISTING ROOF DRAIN TO REMAIN. REMOVE AND REPLACE EXISTING DOME CAP WITH A NEW

CAST IRON REPLACEMENT ROOF DOME.

6 EXISTING ROOFTOP UNIT TO REMAIN.

7 EXISTING ROOFTOP AIR CONDITIONING UNIT TO REMAIN.

EXISTING CONDUIT FOR AIR CONDITIONING UNIT TO REMAIN. PROVIDE NEW BOOT, CLAMPING

RING, AND SEALANT.

PROPOSED 24"x50" SKYLIGHT ON EXISTING CURB. RAISE CURB TO 14" (MIN.) AND CONTINUE NEW

ROOFING MEMBRANE UP SIDES OF CURB & PROVIDE NEW TERMINATION BAR.

PROPOSED 50"x50" SKYLIGHT ON EXISTING CURB. RAISE CURB TO 14" (MIN.) AND CONTINUE NEW

ROOFING MEMBRANE UP SIDES OF CURB & PROVIDE NEW TERMINATION BAR.

11 EXISTING GOOSENECK PIPE TO REMAIN. PROVIDE NEW BOOT, CLAMPING RING, AND SEALANT.

12 EXISTING ROOF ACCESS HATCH TO REMAIN.

13 EXISTING ROOF ACCESS LADDER TO REMAIN.

14 EXISTING BRICK CHIMNEY TO REMAIN.

FRAME IN EXISTING ROOF OPENING FROM REMOVAL OF EXISTING ROOF CURB (PREVIOUSLY

SKYLIGHT) w/ 2x METAL STUD FRAMING @ 16"O.C. PROVIDE 3/4" OSB SHEATHING AND CARRY

NEW ROOFING MEMBRANE OVER FRAMED OPENING.

REMOVE AND REPLACE EXISTING PORTION OF METAL BASE FLASHING w/ NEW METAL FLASHING

TO ELIMINATE EXISTING GAP BETWEEN MATERIALS.

17 DASHED LINE INDICATES EXTENT OF PROPOSED THRU-WALL FLASHING. SEE DETAIL A4 ON A501.

18 PROVIDE ADDITIONAL CRICKETING / TAPERED INSULATION AS SHOWN.

19 ...

20 ...

AREA A

GENERAL NOTES

1. ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS PRIOR TO ORDERING ANY MATERIALS.

2. CONTRACTOR SHALL COORDINATE WITH OWNER PLACEMENT OF DUMPSTER AND LOCATION OF

STAGING AREA.

3. CONTRACTOR IS REQUIRED TO REMOVE ALL DEBRIS AND TO RESTORE ALL SITE FEATURES,

INCLUDING WALKS, DRIVES AND GRASS AREAS, DISTURBED BY THEIR WORK.

4. CONTRACTOR SHALL VERIFY NUMBER AND LOCATION OF ALL VENT STACKS, ROOF

STRUCTURES, ROOF DRAINS, CONDUIT AND ANY OTHER OBJECTS OR OBSTRUCTIONS ON THE

ROOF THAT WILL AFFECT THE WORK.

5. ALL EXISTING WALKWAY PADS (IF ANY) ARE TO BE REMOVED BY THE CONTRACTOR AND TO

BECOME THE PROPERTY OF THE CONTRACTOR.

6. ALL ROOF DRAINS SHALL REMAIN FULLY OPERATIONAL AT ALL TIMES DURING CONSTRUCTION.

7. DRAWINGS ARE DIAGRAMMATICAL. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS

AND OBSTRUCTIONS THAT MAY AFFECT THE WORK.

8. PROVIDE NEW PREFINISHED METAL FASCIA AT PERIMETER OF ALL NEW WORK.

9. SADDLES SHALL BE PROVIDED IN VALLEYS BETWEEN ROOF DRAINS.

10. ROOF CRICKETS SHOULD BE LOCATED ON THE HIGH SIDE OF CURBS.

11. SLOPES SHOWN ARE EXISTING, CONTRACTOR TO VERIFY IN FIELD.

12. MEMBRANE SHALL BE DURO-LAST 50 MIL MEMBRANE, COLOR SHALL BE LIGHT GRAY.

13. ALL SYSTEM MATERIALS SHALL BE APPROVED BY THE MANUFACTURER.

14. INSTALLING CONTRACTOR SHALL BE A QA MASTER CONTRACTOR, AS CERTIFIED BY THE

MANUFACTURER FOR THEIR PROVEN EXPERIENCE AND HIGH QUALITY INSTALLATIONS.

ALL OTHER CONDITIONS OF SPECIFICATION 07 54 19 SHALL APPLY.

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PROPOSED ROOF PLAN - AREA A

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ROOF KEY PLAN - AREA A

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PROPOSED ROOF KEYNOTES -

1 PROPOSED SINGLE PLY, 60-MIL EPDM ROOFING MEMBRANE (COLOR SHALL BE BLACK).

2 EXISTING MECH / PLUMB VENT TO REMAIN. PROVIDE NEW BOOT, CLAMPING RING, AND SEALANT.

EXISTING GRAVITY ROOF VENTILATOR TO REMAIN. CONTINUE NEW ROOFING MEMBRANE UP

SIDES OF CURB & PROVIDE NEW TERMINATION BAR.

EXISTING POWERED EXHAUST VENT TO REMAIN. CONTINUE NEW ROOFING MEMBRANE UP

SIDES OF CURB & PROVIDE NEW TERMINATION BAR.

EXISTING ROOF DRAIN TO REMAIN. REMOVE AND REPLACE EXISTING DOME CAP WITH A NEW

CAST IRON REPLACEMENT ROOF DOME.

6 EXISTING ROOFTOP UNIT TO REMAIN.

7 EXISTING ROOFTOP AIR CONDITIONING UNIT TO REMAIN.

EXISTING CONDUIT FOR AIR CONDITIONING UNIT TO REMAIN. PROVIDE NEW BOOT, CLAMPING

RING, AND SEALANT.

PROPOSED 24"x50" SKYLIGHT ON EXISTING CURB. RAISE CURB TO 14" (MIN.) AND CONTINUE NEW

ROOFING MEMBRANE UP SIDES OF CURB & PROVIDE NEW TERMINATION BAR.

PROPOSED 50"x50" SKYLIGHT ON EXISTING CURB. RAISE CURB TO 14" (MIN.) AND CONTINUE NEW

ROOFING MEMBRANE UP SIDES OF CURB & PROVIDE NEW TERMINATION BAR.

11 EXISTING GOOSENECK PIPE TO REMAIN. PROVIDE NEW BOOT, CLAMPING RING, AND SEALANT.

12 EXISTING ROOF ACCESS HATCH TO REMAIN.

13 EXISTING ROOF ACCESS LADDER TO REMAIN.

14 EXISTING BRICK CHIMNEY TO REMAIN.

FRAME IN EXISTING ROOF OPENING FROM REMOVAL OF EXISTING ROOF CURB (PREVIOUSLY

SKYLIGHT) w/ 2x METAL STUD FRAMING @ 16"O.C. PROVIDE 3/4" OSB SHEATHING AND CARRY

NEW ROOFING MEMBRANE OVER FRAMED OPENING.

REMOVE AND REPLACE EXISTING PORTION OF METAL BASE FLASHING w/ NEW METAL FLASHING

TO ELIMINATE EXISTING GAP BETWEEN MATERIALS.

17 DASHED LINE INDICATES EXTENT OF PROPOSED THRU-WALL FLASHING. SEE DETAIL A4 ON A501.

18 PROVIDE ADDITIONAL CRICKETING / TAPERED INSULATION AS SHOWN.

19 ...

20 ...

AREA B

GENERAL NOTES

1. ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS PRIOR TO ORDERING ANY MATERIALS.

2. CONTRACTOR SHALL COORDINATE WITH OWNER PLACEMENT OF DUMPSTER AND LOCATION OF

STAGING AREA.

3. CONTRACTOR IS REQUIRED TO REMOVE ALL DEBRIS AND TO RESTORE ALL SITE FEATURES,

INCLUDING WALKS, DRIVES AND GRASS AREAS, DISTURBED BY THEIR WORK.

4. CONTRACTOR SHALL VERIFY NUMBER AND LOCATION OF ALL VENT STACKS, ROOF

STRUCTURES, ROOF DRAINS, CONDUIT AND ANY OTHER OBJECTS OR OBSTRUCTIONS ON THE

ROOF THAT WILL AFFECT THE WORK.

5. ALL EXISTING WALKWAY PADS (IF ANY) ARE TO BE REMOVED BY THE CONTRACTOR AND TO

BECOME THE PROPERTY OF THE CONTRACTOR.

6. ALL ROOF DRAINS SHALL REMAIN FULLY OPERATIONAL AT ALL TIMES DURING CONSTRUCTION.

7. DRAWINGS ARE DIAGRAMMATICAL. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS

AND OBSTRUCTIONS THAT MAY AFFECT THE WORK.

8. PROVIDE NEW PREFINISHED METAL FASCIA AT PERIMETER OF ALL NEW WORK.

9. SADDLES SHALL BE PROVIDED IN VALLEYS BETWEEN ROOF DRAINS.

10. ROOF CRICKETS SHOULD BE LOCATED ON THE HIGH SIDE OF CURBS.

11. SLOPES SHOWN ARE EXISTING, CONTRACTOR TO VERIFY IN FIELD.

12. MEMBRANE SHALL BE DURO-LAST 50 MIL MEMBRANE, COLOR SHALL BE LIGHT GRAY.

13. ALL SYSTEM MATERIALS SHALL BE APPROVED BY THE MANUFACTURER.

14. INSTALLING CONTRACTOR SHALL BE A QA MASTER CONTRACTOR, AS CERTIFIED BY THE

MANUFACTURER FOR THEIR PROVEN EXPERIENCE AND HIGH QUALITY INSTALLATIONS.

ALL OTHER CONDITIONS OF SPECIFICATION 07 54 19 SHALL APPLY.

D

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PROPOSED ROOF

PLAN - AREA B

B A

R A

G A

A R

E A

S C

H O

O L

S

V A

R

IO

U S

R O

O F

R E

P L

A C

E M

E N

T S

L Y

O N

S S

T R

E E

T , B

A R

A G

A , M

I

B -0

R M

A

K R

C

K R

C

R M

A

B A

R A

G A

A R

E A

S C

H O

O L

S

V A

R

IO

U S

R O

O F

R E

P L

A C

E M

E N

T S

1/8" = 1'-0"A1

3_PROPOSED ROOF PLAN - AREA B

NORTH

1/64" = 1'-0"-

ROOF KEY PLAN - AREA B

B

ID

D

IN

G

/2

/2

5 5

5 5

2 2

B2

A501

B2

A501 PARAPET

D4

A502

P A

R A

P E

T

R E

G

LE

T

D4

A502 REGLET

B2

A501

P A

R A

P E

T

D4

A502

R E

G

LE

T

R E

G

LE

T

B5

A501

P A

R A

P E

T

B5

A501

B5

A501

P A

R A

P E

T

D3

A502

B5

A501

B5

A501

PARAPET

D4

A502

REGLET

B5

A501

PARAPET

B5

A501

B5

A501

D1

A502

D1

A502

D1

A501

TYP.

PROPOSED ROOF KEYNOTES -

1 PROPOSED SINGLE PLY, 60-MIL EPDM ROOFING MEMBRANE (COLOR SHALL BE BLACK).

2 EXISTING MECH / PLUMB VENT TO REMAIN. PROVIDE NEW BOOT, CLAMPING RING, AND SEALANT.

EXISTING GRAVITY ROOF VENTILATOR TO REMAIN. CONTINUE NEW ROOFING MEMBRANE UP

SIDES OF CURB & PROVIDE NEW TERMINATION BAR.

EXISTING POWERED EXHAUST VENT TO REMAIN. CONTINUE NEW ROOFING MEMBRANE UP

SIDES OF CURB & PROVIDE NEW TERMINATION BAR.

EXISTING ROOF DRAIN TO REMAIN. REMOVE AND REPLACE EXISTING DOME CAP WITH A NEW

CAST IRON REPLACEMENT ROOF DOME.

6 EXISTING ROOFTOP UNIT TO REMAIN.

7 EXISTING ROOFTOP AIR CONDITIONING UNIT TO REMAIN.

EXISTING CONDUIT FOR AIR CONDITIONING UNIT TO REMAIN. PROVIDE NEW BOOT, CLAMPING

RING, AND SEALANT.

PROPOSED 24"x50" SKYLIGHT ON EXISTING CURB. RAISE CURB TO 14" (MIN.) AND CONTINUE NEW

ROOFING MEMBRANE UP SIDES OF CURB & PROVIDE NEW TERMINATION BAR.

PROPOSED 50"x50" SKYLIGHT ON EXISTING CURB. RAISE CURB TO 14" (MIN.) AND CONTINUE NEW

ROOFING MEMBRANE UP SIDES OF CURB & PROVIDE NEW TERMINATION BAR.

11 EXISTING GOOSENECK PIPE TO REMAIN. PROVIDE NEW BOOT, CLAMPING RING, AND SEALANT.

12 EXISTING ROOF ACCESS HATCH TO REMAIN.

13 EXISTING ROOF ACCESS LADDER TO REMAIN.

14 EXISTING BRICK CHIMNEY TO REMAIN.

FRAME IN EXISTING ROOF OPENING FROM REMOVAL OF EXISTING ROOF CURB (PREVIOUSLY

SKYLIGHT) w/ 2x METAL STUD FRAMING @ 16"O.C. PROVIDE 3/4" OSB SHEATHING AND CARRY

NEW ROOFING MEMBRANE OVER FRAMED OPENING.

AREA C

GENERAL NOTES

1. ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS PRIOR TO ORDERING ANY MATERIALS.

2. CONTRACTOR SHALL COORDINATE WITH OWNER PLACEMENT OF DUMPSTER AND LOCATION OF

STAGING AREA.

3. CONTRACTOR IS REQUIRED TO REMOVE ALL DEBRIS AND TO RESTORE ALL SITE FEATURES,

INCLUDING WALKS, DRIVES AND GRASS AREAS, DISTURBED BY THEIR WORK.

4. CONTRACTOR SHALL VERIFY NUMBER AND LOCATION OF ALL VENT STACKS, ROOF

STRUCTURES, ROOF DRAINS, CONDUIT AND ANY OTHER OBJECTS OR OBSTRUCTIONS ON THE

ROOF THAT WILL AFFECT THE WORK.

5. ALL EXISTING WALKWAY PADS (IF ANY) ARE TO BE REMOVED BY THE CONTRACTOR AND TO

BECOME THE PROPERTY OF THE CONTRACTOR.

6. ALL ROOF DRAINS SHALL REMAIN FULLY OPERATIONAL AT ALL TIMES DURING CONSTRUCTION.

7. DRAWINGS ARE DIAGRAMMATICAL. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS

AND OBSTRUCTIONS THAT MAY AFFECT THE WORK.

8. PROVIDE NEW PREFINISHED METAL FASCIA AT PERIMETER OF ALL NEW WORK.

9. SADDLES SHALL BE PROVIDED IN VALLEYS BETWEEN ROOF DRAINS.

10. ROOF CRICKETS SHOULD BE LOCATED ON THE HIGH SIDE OF CURBS.

11. SLOPES SHOWN ARE EXISTING, CONTRACTOR TO VERIFY IN FIELD.

12. MEMBRANE SHALL BE DURO-LAST 50 MIL MEMBRANE, COLOR SHALL BE LIGHT GRAY.

13. ALL SYSTEM MATERIALS SHALL BE APPROVED BY THE MANUFACTURER.

14. INSTALLING CONTRACTOR SHALL BE A QA MASTER CONTRACTOR, AS CERTIFIED BY THE

MANUFACTURER FOR THEIR PROVEN EXPERIENCE AND HIGH QUALITY INSTALLATIONS.

ALL OTHER CONDITIONS OF SPECIFICATION 07 54 19 SHALL APPLY.

D

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A

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A101.3

PROPOSED ROOF

PLAN - AREA C

B A

R A

G A

A R

E A

S C

H O

O L

S

V A

R

IO

U S

R O

O F

R E

P L

A C

E M

E N

T S

L Y

O N

S S

T R

E E

T , B

A R

A G

A , M

I

B -0

R M

A

K R

C

K R

C

R M

A

B A

R A

G A

A R

E A

S C

H O

O L

S

V A

R

IO

U S

R O

O F

R E

P L

A C

E M

E N

T S

NORTH

1/8" = 1'-0"A1

PROPOSED ROOF PLAN - AREA C

1/64" = 1'-0"-

ROOF KEY PLAN - AREA C

B

ID

D

IN

G

/2

/2

3 4

8 7

5 10 4 2

3333333

3 3 3 355 2 4

A3

A501

A2

A501 @ CMU

@ WINDOW

A2

A501

C

M U

A3

A501

W

IN

D

O W

A2

A501

C

M U

A3

A501

W

IN

D

O W

B1

A501

D2

A502

B3

A501

B3

A501TYP.

TYP.

D1

A502

TYP.

C R

IC

K

E T

S L O

P E

S L O

P E

PROPOSED ROOF KEYNOTES -

1 PROPOSED SINGLE PLY, 60-MIL EPDM ROOFING MEMBRANE (COLOR SHALL BE BLACK).

2 EXISTING MECH / PLUMB VENT TO REMAIN. PROVIDE NEW BOOT, CLAMPING RING, AND SEALANT.

EXISTING GRAVITY ROOF VENTILATOR TO REMAIN. CONTINUE NEW ROOFING MEMBRANE UP

SIDES OF CURB & PROVIDE NEW TERMINATION BAR.

EXISTING POWERED EXHAUST VENT TO REMAIN. CONTINUE NEW ROOFING MEMBRANE UP

SIDES OF CURB & PROVIDE NEW TERMINATION BAR.

EXISTING ROOF DRAIN TO REMAIN. REMOVE AND REPLACE EXISTING DOME CAP WITH A NEW

CAST IRON REPLACEMENT ROOF DOME.

6 EXISTING ROOFTOP UNIT TO REMAIN.

7 EXISTING ROOFTOP AIR CONDITIONING UNIT TO REMAIN.

EXISTING CONDUIT FOR AIR CONDITIONING UNIT TO REMAIN. PROVIDE NEW BOOT, CLAMPING

RING, AND SEALANT.

PROPOSED 24"x50" SKYLIGHT ON EXISTING CURB. RAISE CURB TO 14" (MIN.) AND CONTINUE NEW

ROOFING MEMBRANE UP SIDES OF CURB & PROVIDE NEW TERMINATION BAR.

PROPOSED 50"x50" SKYLIGHT ON EXISTING CURB. RAISE CURB TO 14" (MIN.) AND CONTINUE NEW

ROOFING MEMBRANE UP SIDES OF CURB & PROVIDE NEW TERMINATION BAR.

11 EXISTING GOOSENECK PIPE TO REMAIN. PROVIDE NEW BOOT, CLAMPING RING, AND SEALANT.

12 EXISTING ROOF ACCESS HATCH TO REMAIN.

13 EXISTING ROOF ACCESS LADDER TO REMAIN.

14 EXISTING BRICK CHIMNEY TO REMAIN.

FRAME IN EXISTING ROOF OPENING FROM REMOVAL OF EXISTING ROOF CURB (PREVIOUSLY

SKYLIGHT) w/ 2x METAL STUD FRAMING @ 16"O.C. PROVIDE 3/4" OSB SHEATHING AND CARRY

NEW ROOFING MEMBRANE OVER FRAMED OPENING.

REMOVE AND REPLACE EXISTING PORTION OF METAL BASE FLASHING w/ NEW METAL FLASHING

TO ELIMINATE EXISTING GAP BETWEEN MATERIALS.

17 DASHED LINE INDICATES EXTENT OF PROPOSED THRU-WALL FLASHING. SEE DETAIL A4 ON A501.

18 PROVIDE ADDITIONAL CRICKETING / TAPERED INSULATION AS SHOWN.

19 ...

20 ...

AREA D

GENERAL NOTES

1. ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY ALL

DIMENSIONS PRIOR TO ORDERING ANY MATERIALS.

2. CONTRACTOR SHALL COORDINATE WITH OWNER PLACEMENT OF DUMPSTER AND LOCATION OF

STAGING AREA.

3. CONTRACTOR IS REQUIRED TO REMOVE ALL DEBRIS AND TO RESTORE ALL SITE FEATURES,

INCLUDING WALKS, DRIVES AND GRASS AREAS, DISTURBED BY THEIR WORK.

4. CONTRACTOR SHALL VERIFY NUMBER AND LOCATION OF ALL VENT STACKS, ROOF

STRUCTURES, ROOF DRAINS, CONDUIT AND ANY OTHER OBJECTS OR OBSTRUCTIONS ON THE

ROOF THAT WILL AFFECT THE WORK.

5. ALL EXISTING WALKWAY PADS (IF ANY) ARE TO BE REMOVED BY THE CONTRACTOR AND TO

BECOME THE PROPERTY OF THE CONTRACTOR.

6. ALL ROOF DRAINS SHALL REMAIN FULLY OPERATIONAL AT ALL TIMES DURING CONSTRUCTION.

7. DRAWINGS ARE DIAGRAMMATICAL. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS

AND OBSTRUCTIONS THAT MAY AFFECT THE WORK.

8. PROVIDE NEW PREFINISHED METAL FASCIA AT PERIMETER OF ALL NEW WORK.

9. SADDLES SHALL BE PROVIDED IN VALLEYS BETWEEN ROOF DRAINS.

10. ROOF CRICKETS SHOULD BE LOCATED ON THE HIGH SIDE OF CURBS.

11. SLOPES SHOWN ARE EXISTING, CONTRACTOR TO VERIFY IN FIELD.

12. MEMBRANE SHALL BE DURO-LAST 50 MIL MEMBRANE, COLOR SHALL BE LIGHT GRAY.

13. ALL SYSTEM MATERIALS SHALL BE APPROVED BY THE MANUFACTURER.

14. INSTALLING CONTRACTOR SHALL BE A QA MASTER CONTRACTOR, AS CERTIFIED BY THE

MANUFACTURER FOR THEIR PROVEN EXPERIENCE AND HIGH QUALITY INSTALLATIONS.

ALL OTHER CONDITIONS OF SPECIFICATION 07 54 19 SHALL APPLY.

D

C

B

A

D

C

B

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A101.4

PROPOSED ROOF

PLAN - AREA D

B A

R A

G A

A R

E A

S C

H O

O L

S

V A

R

IO

U S

R O

O F

R E

P L

A C

E M

E N

T S

L Y

O N

S S

T R

E E

T , B

A R

A G

A , M

I

B -0

R M

A

K R

C

K R

C

R M

A

B A

R A

G A

A R

E A

S C

H O

O L

S

V A

R

IO

U S

R O

O F

R E

P L

A C

E M

E N

T S

1/8" = 1'-0"A1

PROPOSED ROOF PLAN - AREA D

NORTH

1/64" = 1'-0"-

ROOF KEY PLAN - AREA D

B

ID

D

IN

G

/2

/2

REMOVE EXISTING ENCLOSED

SKYLIGHT AND FRAMING

PROPOSED EPDM

MEMBRANE ON

EXISTING RIGID INSUL.

NEW RIGID INSULATION ON

3/4" PT PLYWOOD & 2x4

WOOD FRAMING @ 16" O.C.

PROPOSED EPDM MEMBRANE

TO CONTINUE FLUSH OVER

NEW FRAMED OPENING

EXISTING STEEL

JOIST

EXISTING CMU WALL

V E

R

IF

Y 1/

4"

1/ 2"

4"

1/

4"

EX. CMU GROUTED SOLID

EX. METAL FLASHING ON

EX. 2x8 PT BLOCKING TO REMAIN

PROPOSED METAL FLASHING,

COLOR TO MATCH EXISTING

NEW PVC / EPDM ROOFING

MEMBRANE ON EXISTING RIGID

INSULATION

EX. BRICK VENEER

EX. RIGID INSUL.

EX. CMU WALL

EX. METAL ROOF

DECK

EX. STEEL

JOISTS

EXISTING BRICK VENEER

TERMINATION BAR

PROPOSED THRU-WALL

FLASHING w/ DRIP EDGE

PROPOSED EPDM

MEMBRANE ON EXISTING

RIGID INSULATION

EXISTING 8" CMU

EXISTING AIR GAP &

RIGID INSULATION

EXISTING METAL ROOF DECKING

EXISTING SLOPED STEEL BEAM

INSTALL NEW BRICK VENEER

(APPROX. 4-COURSES) w/

TUCKPOINTED MORTAR @

PERIMETERS, TYPICAL,

SEE DETAILS ON A502

EXISTING BRICK VENEER

EXISTING BLOCKING

M

IN

PROVIDE WEEP VENTS @

48" O.C. IN FULL HEAD JOINT

GENERAL NOTE: BRICK SHALL

BE REMOVED & REPLACED IN

SHORT SPANS w/ STRUCTURAL

PILLARS REMAINING.

PROPOSED METAL FASCIA ON

EXISTING TREATED WOOD BLOCKING

EXISTING MTL FASCIA TO REMAIN

EXISTING 6" CMU

EXISTING BRICK VENEER,

& AIR SPACE ON RIGID

INSULATION OVER 8" CMU

PROPOSED EPDM MEMBRANE ON

EXISTING RIGID INSULATION

EXISTING ROOF

HATCH TO REMAIN

EXISTING STEEL

LADDER TO REMAIN

EXISTING 8" CMU WALL

TERMINATION BAR w/

SEALANT, SEE DETAIL

C5 FOR MORE INFO.

TAPERED INSUL.

PROPOSED EPDM

MEMBRANE ON

EXSITING RIGID INSUL.

EXISTING STEEL JOIST

EXISTING METAL ROOF DECK

NEW WD CURB, AS REQ'D TO

MEET MIN. HT. REQUIREMENT

NEW TERMINATION BAR

NEW FLASHING

NEW SILICONE BEHIND FLASHING

NEW CASING BEAD

NEW ROOFING MEMBRANE

EXISTING INSULATION

EXISTING METAL DECKING

EXISTING JOIST

EXISTING

GYPSUM WALL

BOARD TO

REMAIN

EXISTING STL.

ANGLE WELDED

TO JOIST

EXISTING WD CANT

M

IN

. C U

R B

H T.

1'

2"

A502 C4

SIM.

PROPOSED SKYLIGHT

2'

0"

A502 C3

EXISTING CEILING

EXISTING

STEEL JOIST

EXISTING CMU

WALL, BEYOND

EXISTING BRICK VENEER

PROPOSED EPDM ROOFING

MEMBRANE ON EXISTING

RIGID INSUL.

EXISTING METAL DECKING

EXISTING 2x4 WD

FRAMING

EXISTING 5/8" P.F.

PLYWOOD SOFFIT

EXISTING ALUM. VENT,

WHERE OCCURS

EXISTING ASBETONE

PANELS

EXISTING CEILING

EXISTING

STEEL JOIST

EXISTING CMU WALL

EXISTING BRICK VENEER

EXISTING 1x4 CONT.

WD BLOCKING

PROPOSED EPDM ROOFING

MEMBRANE ON EXISTING

RIGID INSUL.

EXISTING METAL DECKING

EXISTING 2x4 CONT.

WD BLOCKING

EXISTING 5/8" P.F.

PLYWOOD SOFFIT

EXISTING ALUM. VENT

EXISTING ASBETONE

PANELS

A502 C3

PROPOSED EPDM ROOFING

MEMBRANE ON EXISTING RIGID

INSULATION

EXISTING VENT

EXISTING 5/8" PT PLYWOOD

EXISTING 1x4 BLOCKING

EXISTING CMU WALL

EXISTING WOOD

FRAMING

EXISTING ASBESTONE

PANEL TO BE PAINTED,

COLOR TO MATCH EXISTINGEXISTING STL. JOISTS

A502 C3

EXISTING 2x4 BLOCKING

EXISTING CEILING

1' - 0"

6"

EXISTING STL. JOIST

A502 C3

PROPOSED EPDM

ROOFING MEMBRANE ON

EXISTING RIGID INSUL.

EXISTING STL. ANGLE

EXISTING ASBETONE

PANEL

EXISTING 5/8" PT PLYWOOD

EXISTING 1x4 BLOCKING

EXISTING WOOD FRAMING

EXISTING 2x4 BLOCKING

EXISTING VENT

V E

R

IF

Y 1/

4"

1/ 2"

6"

6"

EX. CMU TO REMAIN,

GROUTED SOLID

EXISTING METAL BASE

FLASHING TO REMAIN

PROPOSED METAL FLASHING,

COLOR TO MATCH EXISTING

NEW PVC / EPDM ROOFING

MEMBRANE ON EXISTING RIGID

INSULATION

EX. BRICK VENEER

EX. RIGID INSUL.

EX. CMU WALL

EX. METAL ROOF

DECK

EX. STEEL

JOISTS

CARRY EPDM MEMBRANE

OVER ROOF EDGE, TYP.

1"

PROPOSED MULTI-PLY FULLY-ADHERED

60-MIL. REINFORCED RUPTURE RESISTANT

EPDM MEMBRANE ON EXISTING RIGID

INSULATION & METAL DECKING

EXISTING EXPANSION JOINT

MATERIAL (VERIFY)

EX. STL. JOIST

EX. ACT CEILING,

WHERE OCCURS

EX. GWB ON CMU

EX. PT WOOD BLOCKING

TO REMAIN

EX. STL. BEAM

EX. CMU WALL

EX. ACT CEILING,

WHERE OCCURS

D

C

B

A

D

C

B

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A501

ROOF DETAILS

B A

R A

G A

A R

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H O

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S

V A

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U S

R O

O F

R E

P L

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E M

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L Y

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A R

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A , M

I

B -0

R M

A

K R

C

K R

C

R M

A

B A

R A

G A

A R

E A

S C

H O

O L

S

V A

R

IO

U S

R O

O F

R E

P L

A C

E M

E N

T S

1" = 1'-0"D4

ROOF IN-FILL DETAIL

1 1/2" = 1'-0"D3

TYPICAL ROOF EDGE DETAIL

1" = 1'-0"A4

THRU WALL FLASHING DETAIL

1" = 1'-0"B5

ROOF SECTION @ GYM

1" = 1'-0"D1

TYPICAL ROOF HATCH DETAIL

1" = 1'-0"B3

TYPICAL SKYLIGHT DETAIL

1" = 1'-0"A3

CORNICE DETAIL @ WINDOW

1" = 1'-0"A2

CORNICE DETAIL @ WALL

1" = 1'-0"B2

SECTION @ MULTI-PURPOSE ROOM

1" = 1'-0"B1

TYPICAL LOW WALL SECTION

1 1/2" = 1'-0"D2

ROOF EDGE DETAIL

1 1/2" = 1'-0"A1

SECTION @ EXPANSION JOINT

B

ID

D

IN

G

/2

/2

EXISTING BRICK VENEER

TERMINATION BAR

PROPOSED EPDM

MEMBRANE ON

EXISTING RIGID INSUL.

EXISTING 8" CMU

EXISTING AIR GAP &

RIGID INSULATION

EX. CANT STRIP

TO REMAIN

EXISTING METAL

ROOF DECKING

EX. STL. JOIST

1" EX. EXPANSION

JOINT MATERIAL

1'

0"

EXISTING BRICK VENEER

CONTINUOUS CAULKING

COUNTERFLASHING, 24 GAUGE (MIN.) w/

APPROVED FASTENERS @ 6" O.C. (MAX.)

CONTINUOUS SEALANT

E X

IS

T

IN

G

1'

0"

EXISTING BRICK VENEER

CONTINUOUS CAULKING

COUNTERFLASHING, 24 GAUGE (MIN.) w/

APPROVED FASTENERS @ 6" O.C. (MAX.)

CONTINUOUS SEALANT

E X

IS

T

IN

G

1'

0"

EXISTING CONDUIT FOR

SOLAR PANELS TO REMAIN

EXISTING EXPANSION

MATERIAL

COVER EXPANSION JOINT

w/ NEW EPDM MEMBRANE

EXISTING WOOD

BLOCKING TO REMAIN

PROPOSED EPDM

MEMBRANE ON

EXISTING RIGID INSUL.

EXISTING WOOD

BLOCKING

EXISTING METAL

DECK

EXISTING STL.

JOIST

M

IN

1'

2"

A502 C4

EXISTING ALUM.

VENTILATOR TO REMAIN

CONTINUE EPDM

MEMBRANE UP CURB

PROPOSED EPDM

MEMBRANE ON EXISTING

RIGID INSUL.

EXISTING METAL DECK

EXISTING STL. JOIST

INSULATION

SUBSTRATE

ROOFING MEMBRANE

3" SPLICE TAPE

CONTINUOUS BEAD OF WATERBLOCK

FIELD

INSULATED

CURB

GASKETED

FASTENER

12" O.C. MAX

BONDING ADHESIVE

WOOD

NAILER

PT

WOOD

NAILER

1 1/4" HOT DIPPED GALVANIZED

ROOFING NAILS @ 12" O.C. MAX.

METAL COUNTERFLASHING,

3" MIN. FACE

EXISTING ROOF VENTILATOR

(PROPOSED SKYLIGHT @ SIM)

BONDING ADHESIVE

ROOFING MEMBRANE

M

IN

IM

U

M

(CONT. CAULKING BY

SKYLIGHT INSTALLER @ SIM)

CONTINUOUS CAULKING

TERMINATION BAR

CONTINUOUS SEALANT

NEW PVC ROOFING

MEMBRANE

FASTENERS @ 12" O.C.

AS REQUIRED

BONDING ADHESIVE

V E

R

IF

Y

6" 2"

4" 2"

PROPOSED EPDM MEMBRANE

ON EXISTING RIGID INSUL.

EXISTING METAL DECK

EXISTING STL. JOIST

EXISTING ASBETONE

PANELS TO REMAIN

EXISTING WOOD

BLOCKING TO REMAIN

EXISTING METAL

COUNTERFLASHING

TO REMAIN

PROPOSED CAP

FLASHING ON EXISTING

COUNTERFLASHING

CONTINUE EPDM MEMBRANE

OVER EXISTING BLOCKING

EXISTING 2x10

WOOD BLOCKING

SCREWS @ 18" O.C.,

STAGGERED

MIN.

3/4"

3/ 8"

NEW OR EXISTING BRICK VENEER, ENSURE

EDGES OF BRICK REMAIN UNDAMAGED

FROM USE OF TOOLS OR GRINDER

NEW OR EXISTING BRICK VENEER, ENSURE

EDGES OF BRICK REMAIN UNDAMAGED

CLEAN OUT MORTAR TO A UNIFORM DEPTH OF

APPROX. 1/2" TO 1" DEEP. ANY LOOSE OR

DISINTEGRATED MORTAR BEYOND THIS

MINIMUM DEPTH ALSO SHOULD BE REMOVED.

GENERAL NOTES:

• MORTAR CUTS ARE TO BE AT LEAST 3/4" DEEP OR 2.5 TIMES THE WIDTH OF THE JOINT.

• POWER TOOLS ARE TO BE USED ON HORIZONTAL JOINTS ONLY. VERTICAL JOINTS ARE TO BE

REMOVED USING HAND TOOLS ONLY.

• DO NOT DAMAGE THE FACE OF THE BRICKS. REMOVAL OF THE "FIRE FACE" CAN RESULT IN

INCREASED WEATHERING AND DETERIORATION.

• DO NOT CHIP TOWARDS THE OUTSIDE CORNER. CHIP FROM OUTSIDE CORNER INTO THE JOINT.

BRICK VENEER

EXISTING

MORTAR JOINT

1. ENSURE THAT THE RAKED OUT

JOINTS ARE CLEAN AND FREE

OF DUST.

2. MAKE SURE TO MIST BRICK

BEFORE APPLICATION OF

MORTAR.

3. THE FIRST LIFT SHOULD BE NO

MORE THAN 1/4", COMPRESSED,

AND THUMBPRINT HARD BEFORE

PROCEEDING.

4. APPLY THIRD LIFT AND ALLOW

TO BECOME THUMBPRINT HARD

BEFORE STRIKING.

GENERAL NOTES:

• STRIKING MORTAR PRIOR TO THUMBPRINT HARDNESS MAY RESULT IN COMPRESSION OF THE AGGREGATE AND BRINGING THE LIME, OR CREAM, TO

THE SURFACE. THIS WILL IMPACT THE APPEARANCE OF THE FINAL SURFACE.

• OVERWORKING THE MORTAR WHILE STRIKING MAY RESULT IN THE "BURNING" OF THE SURFACE.

• WHEN CLEANING MASONRY SURFACES AFTER POINTING, DO NOT USE TOO MUCH WATER OR MASONRY SURFACE MAY GET PERMANENTLY STAINED.

3. THE SECOND LIFT SHOULD BE NO

MORE THAN 1/4", COMPRESSED,

AND THUMBPRINT HARD BEFORE

PROCEEDING.

NEW MORTAR JOINT

A4

A501

VERIFY

49' - 0"

1'

0"

REMOVE PORTION OF BRICK VENEER TO

ALLOW FOR NEW THRU-WALL FLASHING

w/ DRIP EDGE. PROVIDE NEW BRICK

VENEER (COLOR TO MATCH EXISTING)

APPROX. 55 SQ. FT., SEE SECTION A4 ON

A501 & MORTAR JOINT DETAILS ON A502.

GENERAL NOTE: BRICK SHALL BE

REMOVED & REPLACED IN SHORT

SPANS w/ STRUCTURAL PILLARS

REMAINING.

OVERLAP

6" MIN.

ROOFING MEMBRANE

OVERLAPS PREVIOUS

MEMBRANE

PROPOSED

ROOFING

MEMBRANE

SEAM

TAPE

PRIMER / ADHESIVE

SPLICE AREA MUST BE CLEAN

PRIOR TO ADHESIVE & SEAM

TAPE INSTALLATION

PROPOSED EPDM

MEMBRANE ON

EXISTING RIGID INSUL.

EXISTING

METAL DECK

EXISTING

STL. JOIST

EXISTING VOC. ED.

BUILDING (N.I.C.)

CONTINUE & SEAL PROPOSED

ROOFING MEMBRANE OVER

ENDS OF EXISTING ADJACENT

METAL ROOFING PANEL RIBS

MIN.

3"

EXISTING METAL ROOF

TO REMAIN (N.I.C.)

D

C

B

A

D

C

B

A

© U.P. Engineers & Architects, Inc.

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A

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A502

ROOF DETAILS

B A

R A

G A

A R

E A

S C

H O

O L

S

V A

R

IO

U S

R O

O F

R E

P L

A C

E M

E N

T S

L Y

O N

S S

T R

E E

T , B

A R

A G

A , M

I

B -0

R M

A

K R

C

K R

C

R M

A

B A

R A

G A

A R

E A

S C

H O

O L

S

V A

R

IO

U S

R O

O F

R E

P L

A C

E M

E N

T S

1" = 1'-0"D5

WALL SECTION @ GYM

3" = 1'-0"D4

SECTION @ REGLET

3" = 1'-0"D3 SECTION @ REGLET w/ CONDUIT

1 1/2" = 1'-0"D2

EXPANSION JOINT DETAIL

1 1/2" = 1'-0"D1

SECTION @ VENTILATORS

6" = 1'-0"C4

ROOF CURB DETAIL

3" = 1'-0"C5

TERMINATION BAR DETAIL

3" = 1'-0"C3

CORNICE FLASHING DETAIL

6" = 1'-0"A3

MORTAR JOINT DETAIL (REMOVAL)

6" = 1'-0"A4

MORTAR JOINT DETAIL (TUCKPOINTING)

1/8" = 1'-0"A1

NORTH ELEV. @ GYM WALL

6" = 1'-0"C1

MEMBRANE SEAM DETAIL

1 1/2" = 1'-0"C2

SECTION @ ADJ. BLDG.

B

ID

D

IN

G

/2

/2

Sheets
A100.0 - OVERALL ROOF DEMOLITION PLAN
A101.0 - OVERALL PROPOSED ROOF PLAN
A101.1 - PROPOSED ROOF PLAN - AREA A
A101.2 - PROPOSED ROOF PLAN - AREA B
A101.3 - PROPOSED ROOF PLAN - AREA C
A101.4 - PROPOSED ROOF PLAN - AREA D
A501 - ROOF DETAILS
A502 - ROOF DETAILS
G001 - COVER SHEET

File details come from the government source that posted it. Updated .