BAS Various Roof Replacements.pdf
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- Attached to
- 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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Text version
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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HESSEL
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POINT
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NATIONAL PARK
ISLE ROYALE
NORWAY
MARENISCO
WHITE PINE
BERGLAND
NEWBERRY
SILVER
CITY
BESSEMER
IRONWOOD
WAKEFIELD
GREEN BAY
GWINN
HERMANSVILLE
MENOMINEE
IRON MOUNTAIN
VULCAN
CASPIAN
TROUT
WATERSMEET
CREEK
CROSSING
MASS
CITY
BRUCE
ONTONAGON
ROCKLAND BARAGA
ARNHEIM
CRYSTAL
FALLS
ISHPEMING
MICHIGAMME
L'ANSE
AURA
SKANEE
MARQUETTE
NEGAUNEE
MANISTIQUE
ESCANABA
FAYETTE
GARDEN
MUNISING
CURTIS
CITY
GOULD
HARBOR
CALUMET
RIPLEY
HOUGHTON
CHASSELL
HANCOCK
DELAWARE
LAKE
LINDEN
LAURIUM
EAGLE
HARBOR
COPPER
MACKINAC
ISLAND
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ST
INDIAN
RIVER
CHEBOYGAN
MACKINAW CITY
PELSTON
ONAWAY
GAYLORD
PETOSKEY
CHARLEVOIX
MANCELONA
KALKASKA
TRAVERSE
CITY
EMPIRE
ELBERTA
ARCADIA
MANISTEE
SCOTTVILLE
BALDWINLUDINGTON
SHELBY
BIG RAPIDS
MOUNT
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CADILLAC
GRAYLING
EAST
TAWAS
ROSCOMMON
LACHINE ALPENA
WOLVERINE
ATLANTA
ROGERS CITY
ALANSON
CROSS
VILLAGE
BOYNE CITY
BELLAIRE
JORDAN
E.
EASTPORT
NORTHPORT
LELAND
BUCKLEY
FIFE
LAKE
FRANKFORT
MESICK
MANTON
BEAR
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HESPERIA
WHITE
CLOUD
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MIDLAND
SAGINAW
BAY
CITY
HARRISVILLE
CURRAN
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TAWAS CITY
WEST
BRANCH
STANDISH
GLADWIN
McBAIN
LAKE CITY
CLARE
CARO
TROUT LAKE
BREVORT
IRON RIVERBRULE
WASHBURN
POPLAR
ASHLAND
PORT WING BAYFIELD
ODARRAH
MELLEN
UPSON
HURLEY
GLIDDEN
PARK FALLS
CLAM LAKE
MERCER
PRESQUE
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LAND O'LAKES
EAGLE
RIVER
PHELPS
FLORENCE
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CRANDON
SUPERIOR
HAYWARD
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BALSAM
LAKE BARRON
MENOMONIE
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RIVER
FALLS
SPARTA
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STURGEON BAY
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WAUSAU
STEVENS
POINT
WAUPACA
RHINELANDERPHILIPS
MEDFORD
MERRILL
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EAU CLARE
LADYSMITH
THREE
LAKES
MICHIGAN
WISCONSIN
LAKE
MICHIGAN
LAKE
SUPERIOR
HURON
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100 PORTAGE STREET
HOUGHTON, MI 49931
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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OVERALL DEMOLITION ROOF PLAN
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A101.1 A1
A101.2 A1
A101.3 A1
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AREA "C"AREA "D"
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A101.0
OVERALL
PROPOSED ROOF
PLAN
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OVERALL ROOF PLAN
NORTH
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ROOF KEY PLAN
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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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PROPOSED ROOF PLAN - AREA A
NORTH
1/64" = 1'-0"-
ROOF KEY PLAN - AREA A
B
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APPROX. 49 SQ. FT.
49' - 0"
APPROX. 1
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BASE
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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
C
B
A
D
C
B
A
© U.P. Engineers & Architects, Inc.
P R
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C H
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D
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IS
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1 2 3 4 5
1 2 3 4 5
C
U se rs \r a n d e rs o n \O n e D ri v e
U P
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A rc h it e c ts
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\B -0
B
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C E
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A
M
A101.2
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
C
B
A
D
C
B
A
© U.P. Engineers & Architects, Inc.
P R
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K E
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1 2 3 4 5
C
U se rs \r a n d e rs o n \O n e D ri v e
U P
E n g in e e rs
A rc h it e c ts
I n c \D o c u m e n ts
\B -0
B
A S
R o o f_
C E
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R A
L R ra n d e rs o n u p e a .c o m
.r v t
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:1
:1
A
M
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
A
© U.P. Engineers & Architects, Inc.
P R
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1 2 3 4 5
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U se rs \r a n d e rs o n \O n e D ri v e
U P
E n g in e e rs
A rc h it e c ts
I n c \D o c u m e n ts
\B -0
B
A S
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:2
A
M
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
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A
D
C
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A
© U.P. Engineers & Architects, Inc.
P R
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C H
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K E
D
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IS
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D F
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1 2 3 4 5
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C
U se rs \r a n d e rs o n \O n e D ri v e
U P
E n g in e e rs
A rc h it e c ts
I n c \D o c u m e n ts
\B -0
B
A S
R o o f_
C E
N T
R A
L R ra n d e rs o n u p e a .c o m
.r v t
/2
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P
M
A501
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"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
M
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 .