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Wiss, Janney, Elstner Associates, Inc.
960 South Harney Street
Seattle, Washington 98108
206.622.1441 tel | 206.622.0701 fax
www.wje.com
ENGINEERSARCHITECTSMATERIALS SCIENTISTS
R
E
L
E
A
S
E
F
O
R
B
I
D
S
Lane County Public Service
Building Roofing System
Replacement
125 East 8th Avenue
Eugene, Oregon 97401
Lane County
County Administration
Department
Division of Operations
125 East 8th Avenue
Eugene, Oregon 97401
2018.5225
GM
March 8, 2019
As Noted
LRM/RCR
Title Sheet
G000
1
A
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
B
C
D
E
F
A
B
C
D
E
F
Project
DescriptionMark Date
Project No.
Date
Drawn
Checked
Scale
Sheet Title
Sheet No.
Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.
A505 Lower Public Service Building Roof and Penthouse Details
A506 Lower Public Service Building Roof and Penthouse Details
A507 Lower and Upper Public Service Building Detail
A508 Upper Public Service Building Details
A509 Upper Public Service Building Details
A510 Upper Public Service Building Details
A511 Drain Details
A512 Sheet Metal Details
MP101 Enlarged Plaza Plan - Plumbing
MP102 Enlarged Roof Plan - Plumbing and HVAC
Wiss, Janney, Elstner Associates, Inc.
960 South Harney Street
Seattle, Washington 98108
206.622.1441 tel | 206.622.0701 fax
www.wje.com
ENGINEERSARCHITECTSMATERIALS SCIENTISTS
R
E
L
E
A
S
E
F
O
R
B
I
D
S
Lane County Public Service
Building Roofing System
Replacement
125 East 8th Avenue
Eugene, Oregon 97401
Lane County
County Administration
Department
Division of Operations
125 East 8th Avenue
Eugene, Oregon 97401
2018.5225
GM
March 8, 2019
As Noted
LRM/RCR
General Notes
G100
1
A
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
B
C
D
E
F
A
B
C
D
E
F
Project
DescriptionMark Date
Project No.
Date
Drawn
Checked
Scale
Sheet Title
Sheet No.
Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.
3. PERFORM AN ELEVATION SURVEY OF THE CONCRETE SUBSTRATE AT THE UPPER AND LOWER ROOFS TO IDENTIFY LOW AREAS
AWAY FROM DRAIN LOCATIONS.
4. REMOVE AND DISPOSE OF EXISTING KALWALL PANELS AND RELATED COMPONENTS TO ALLOW FOR INSTALLATION OF NEW
SKYLIGHT ASSEMBLIES.
5. PROVIDE AND INSTALL TWO PLY MODIFIED BITUMEN ROOFING MEMBRANE SYSTEM INCLUDING TAPERED INSULATION, ADHESIVES,
COVER BOARD, FLASHING, AND RELATED ANCILLARY ACCESSORIES.
6. FURNISH AND INSTALL NEW SKYLIGHT ASSEMBLIES AS INDICATED ON THE DRAWINGS AND PROVIDE WATERTIGHT INSTALLATION.
TEST OF INSTALLED SKYLIGHTS TO VERIFY WATERTIGHTNESS.
7. RAISE ALL SMOKE VENTS AND EQUIPMENT CURBS AS REQUIRED TO ACHIEVE PROPER FLASHING HEIGHTS, INCLUDING WOOD
BLOCKING OR STUB WALLS.
8. PROVIDE AREA DIVIDER AT UPPER PSB ROOF CONNECTOR TO MAIN BUILDING. CUT, SALVAGE, AND MODIFY EXISTING HYPALON
MEMBRANE ON MAIN ROOF SIDE OF AREA DIVIDER TO ACCOMMODATE INSTALLATION.
9. REMOVE DESIGNATED EXISTING DRAINS TO BE ABANDONED AND FILL IN OPENING THROUGH DECK TO ACCOMMODATE
INSTALLATION OF NEW ROOFING MEMBRANE SYSTEM.
10. INSTALL NEW SUPPLEMENTAL DRAINS IN THE UPPER PSB BUILDING AS INDICATED ON THE DRAWINGS INCLUDING CREATING
OPENINGS IN DECK, ALL ACCESSORY COMPONENTS, SUPPLEMENTAL DRAIN LINES AND CONNECTING NEW SUPPLEMENTAL DRAIN
LINES TO STORM SYSTEM.
11. MODIFY DRAINAGE FROM DOWNSPOUTS (LOWER PSB ROOF) DISCHARGING ONTO PLAZA LEVEL TO INCLUDE SHEET METAL
GUTTER AND MODIFICATION TO EXISTING PAVERS AND DRAINS (REFER TO SHEET A511).
D. HARRIS HALL AND LINK ROOFS
1. CLEAN AND PROPERLY PREPARE AS REQUIRED FOR INSTALLATION OF SUBSTRATE BOARD (AT METAL DECKING) AND VAPOR
RETARDER/AIR BARRIER/TEMPORARY ROOFING.
2. PROVIDE AND INSTALL NEW MECHANICALLY ATTACHED SUBSTRATE BOARDS AT ALL LOCATIONS OF EXPOSED METAL DECKING.
3. PROVIDE AND INSTALL TWO PLY MODIFIED BITUMEN ROOFING MEMBRANE SYSTEM INCLUDING VAPOR RETARDER/AIR
BARRIER/TEMPORARY ROOFING, TAPERED INSULATION, ADHESIVES, COVER BOARD, FLASHING, AND RELATED ANCILLARY
ACCESSORIES.
4. REMOVE AND DISPOSE OF EXISTING SKYLIGHT AND RELATED COMPONENTS AT THE LINK ROOF TO ALLOW FOR INSTALLATION OF
NEW SKYLIGHT.
5. FURNISH AND INSTALL NEW SKYLIGHT ASSEMBLIES AS INDICATED ON THE DRAWINGS AND PROVIDE WATERTIGHT INSTALLATION.
TEST OF INSTALLED SKYLIGHTS TO VERIFY WATERTIGHTNESS.
E. CANOPY ROOF
1. CLEAN AND PROPERLY PREPARE AS REQUIRED FOR INSTALLATION OF SUBSTRATE BOARD (AT METAL DECKING) AND VAPOR
RETARDER/AIR BARRIER/TEMPORARY ROOFING.
2. PROVIDE AND INSTALL NEW MECHANICALLY ATTACHED SUBSTRATE BOARDS AT ALL LOCATIONS OF EXPOSED METAL DECKING.
3. PROVIDE AND INSTALL MODIFIED BITUMEN ROOFING MEMBRANE SYSTEM INCLUDING VAPOR RETARDER/AIR
BARRIER/TEMPORARY ROOFING, TAPERED INSULATION, ADHESIVES, COVER BOARD, FLASHING, AND RELATED ANCILLARY
ACCESSORIES. ROOFING SYSTEM TO INCLUDE BASE PLY WITH LIQUID FLASHING SYSTEM OVER ENTIRE SURFACE AND AT WALL
FLASHINGS.
FRA
FRA
FRA
FRAFRA
FRAFRA
FRA
FRA
FRA
FRA
FRA
FRA
FRA
FRA
FRA
FRA
FRA
FRA
FRA
FRA
FRA
FRA
FRA
RD
FRAFRA
FRA
FRA
FRA
FRA
FRA
FRA
VS
VS
VS
VS
VS
VS
VS
RD
RD
RD
RD
RD
RD RD RDRD
RD
RD
RD
RD
S S S S
S
DS
DS
DS
LOWER PUBLIC
SERVICE BUILDING
(SEE DETAIL 1 AND 2
/ A500)
UPPER PUBLIC
SERVICE BUILDING
(SEE DETAIL 5 AND
2 / A500)
LINK
(SEE DETAIL
11 AND 6 /
A500)
CANOPY
(SEE DETAIL
11 AND 12 /
A500)
HARRIS HALL
(SEE DETAIL 11 AND
6 / A500)
PE
NT
HO
US
E
(S
EE
D
ET
AIL 7 A
ND
8
/ A
500
)
PENTHOUSE
(SEE DETAIL 5 AND 2 /
A500)
PENTHOUSE
(SEE DETAIL 1 AND 2 / A500)
COURTYARD
COURTYARD
COURTHOUSE
(N.I.C.)
PLAZA
(N.I.C.)
FRA
CO
UR
TH
OU
SE
(N
.I.C
.)
FRA
FRA
FRA
FRA
FRA
RD
RD
VS
VS
VS
VS
SH
SHSH
SH
SH
SH
RD
S
S
S
S
S
DS
RD
CANOPY
(SEE DETAIL
11 AND 13 /
A500)
SD
SD
SD
SD
SD
SD
SD
SD
SD
SSS
BALCONY (N.I.C.) TYP.
A101
1
A103
1
EAST 8TH AVENUE
EAST 7TH AVENUE
OA
K S
TR
EE
T
PE
AR
L S
TR
EE
T
A102
1
RD
VS
LEGEND
ROOF DRAIN, SEE DETAIL 4, 10, AND 14 / A500
FRA
EQUIPMENT CURB, SEE DETAIL 6 / A501
EXHAUST FAN, SEE DETAIL 6 / A501 SIM.
VENT STACK, SEE DETAIL 3 AND 9 / A500
PIPE PENETRATION, SEE DETAIL 1 / A501
FALL RESTRAINT ANCHOR, SEE DETAIL 2 / A501
DS
DOWNSPOUT, SEE DETAIL 3 / A504 AND 3 / A507
SCUPPER WITH DOWNSPOUT SEE DETAIL
1 / A503 AND 1 / A507
SMOKE HATCH, SEE DETAIL 6 / A506
SH
DUCT SUPPORT, SEE DETAIL 5 / A501
GUARDRAIL, SEE DETAIL 3 / A501
S
SCUPPER, SEE DETAIL 2 / A504 AND 2 / A507
SD
Wiss, Janney, Elstner Associates, Inc.
960 South Harney Street
Seattle, Washington 98108
206.622.1441 tel | 206.622.0701 fax
www.wje.com
ENGINEERSARCHITECTSMATERIALS SCIENTISTS
R
E
L
E
A
S
E
F
O
R
B
I
D
S
Lane County Public Service
Building Roofing System
Replacement
125 East 8th Avenue
Eugene, Oregon 97401
Lane County
County Administration
Department
Division of Operations
125 East 8th Avenue
Eugene, Oregon 97401
2018.5225
GM
March 8, 2019
As Noted
LRM/RCR
Site Plan
A100
1
A
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
B
C
D
E
F
A
B
C
D
E
F
Project
DescriptionMark Date
Project No.
Date
Drawn
Checked
Scale
Sheet Title
Sheet No.
Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.
INSULATION , BUT DOES NOT INCLUDE THE COVER BOARD.
2. LP AT DRAINS / SCUPPERS IS 3" WITH EDGE OF SUMP AT 4"
(1/4" PER FOOT SLOPE)
3. CONTRACTOR TO SCAN WALL WITH GPR PRIOR TO
PERFORMING CORING OPERATIONS. APPROXIMATE WALL
LOCATION IS TO BE APPROVED BY THE ARCHITECT /
ENGINEER PRIOR TO GPR SCAN. LOCATION ON CORING
SHOULD NOT OCCUR WITHIN MID-HEIGHT TO 1/3 POINT OF
THE WALL wITHOUT WRITTEN APPROVAL BY THE
ARCHITECT / ENGINEER. CONTRACTOR TO AVOID CUTTING
ANY REBAR IN THE WALL. CUTTING OF REBAR MUST BE
APPROVED BY ARCHITECT / ENGINEER.
4. LOCATION OF DOWNSPOUTS ON EAST GUTTER OF UPPER
PSB ROOF TO BE LOCATED AT CLOSEST WINDOW MULLION
NEAR THE PLAZA DECK DRAIN. CONTRACTOR TO VERIFY
LOCATIONS IN THE FIELD FOR SHOP DRAWINGS.
5. REPLACE EXISTING SCUPPERS AT ROOF EDGE OVER
SKYLIGHTS WITH NEW 22 GA. STAINLESS STEEL
SCUPPERS TO MATCH ORIGINAL PROFILE. NEW SCUPPERS
TO BE INSTALLED WATERTIGHT TO EXISTING GUTTER
LINER OVER SKYLIGHT THAT IS TO REMAIN.
18'-9"
166'-11"
13
'-0
"18
'-1
0"
32'-0
"47'-5"
32'-6"
23'-2"
17'-11" 21'-1"16
'-8
"
9'-6" 51'-10" 10'-0"
18'-10"
11'-9"
5'-4"
23'-2" 29'-10" 8'-10"
2'-8"
8'-8"
6'-10"
27'-6"
23'-6"
35'-2"
22'-11"
11'-1"
61'-10"
69'-2"
38'-2"
A502
1
UPPER
A502
2
A502
3
A502
4
A502
5
A502
6
LOWER
A502
2
UPPER
A502
3
SIM.
EXISTING
SKYLIGHTS
TO REMAIN
EXISTING SKYLIGHTS
TO REMAIN
NEW SKYLIGHTS
COURTHOUSE ABOVE
BU
IL
DIN
G B
EL
OW
C
AN
OP
Y
GUTTER
A503
2
SIM.
A503
4
LOWER
A503
3
LOWER
A503
5
A503
6
A503
7
LP +3"
HP +6.4"
HP +7"
HP +3
3
4
"
LP +
1
2
"
HP +2
3
4
"
HP +6.8 "
HP +7.2 "
HP
+
7.2 "
HP +6.8"
LP + 3 " LP + 3 "
LP + 3"
LP + 3 "
LP + 3 "
HP +6"
LP + 3 "
LP + 3 "
HP +8.6"
HP +6.8"
LP +
1
2
"
A504
7
A504
1
A503
2
UPPER
A504
2
A504
5
A504
5
LOWER
A504
6
A504
5
Wiss, Janney, Elstner Associates, Inc.
960 South Harney Street
Seattle, Washington 98108
206.622.1441 tel | 206.622.0701 fax
www.wje.com
ENGINEERSARCHITECTSMATERIALS SCIENTISTS
R
E
L
E
A
S
E
F
O
R
B
I
D
S
Lane County Public Service
Building Roofing System
Replacement
125 East 8th Avenue
Eugene, Oregon 97401
Lane County
County Administration
Department
Division of Operations
125 East 8th Avenue
Eugene, Oregon 97401
2018.5225
GM
March 8, 2019
As Noted
LRM/RCR
Enlarged Roof Plan
A101
1
A
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
B
C
D
E
F
A
B
C
D
E
F
Project
DescriptionMark Date
Project No.
Date
Drawn
Checked
Scale
Sheet Title
Sheet No.
Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.
INSULATION , BUT DOES NOT INCLUDE THE COVER BOARD.
2. LP AT DRAINS / SCUPPERS IS 3" WITH EDGE OF SUMP AT 4"
(1/4" PER FOOT SLOPE)
3. CONTRACTOR TO SCAN WALL WITH GPR PRIOR TO
PERFORMING CORING OPERATIONS. APPROXIMATE WALL
LOCATION IS TO BE APPROVED BY THE ARCHITECT /
ENGINEER PRIOR TO GPR SCAN. LOCATION ON CORING
SHOULD NOT OCCUR WITHIN MID-HEIGHT TO 1/3 POINT OF
THE WALL wITHOUT WRITTEN APPROVAL BY THE
ARCHITECT / ENGINEER. CONTRACTOR TO AVOID CUTTING
ANY REBAR IN THE WALL. CUTTING OF REBAR MUST BE
APPROVED BY ARCHITECT / ENGINEER.
4. LOCATION OF DOWNSPOUTS ON EAST GUTTER OF UPPER
PSB ROOF TO BE LOCATED AT CLOSEST WINDOW MULLION
NEAR THE PLAZA DECK DRAIN. CONTRACTOR TO VERIFY
LOCATIONS IN THE FIELD FOR SHOP DRAWINGS.
5. REPLACE EXISTING SCUPPERS AT ROOF EDGE OVER
SKYLIGHTS WITH NEW 22 GA. STAINLESS STEEL
SCUPPERS TO MATCH ORIGINAL PROFILE. NEW SCUPPERS
TO BE INSTALLED WATERTIGHT TO EXISTING GUTTER
LINER OVER SKYLIGHT THAT IS TO REMAIN.
6'-4"
61'-10"
9'-4" 19'-2" 33'-4" 16'-8"
26'-6"
164'-0"
16'-0"
84'-6"
16'-8"
32'-7"
17'-7"
15'-6"
17'-0"
7'-6
"
RD
RD
RD
RD
RD
PROPOSED
NEW
DRAINS
PROPOSED
NEW
DRAINS
PROPOSED NEW DRAIN
ABANDON DRAINS
SEE DETAIL 5 / A506
A508
2
A508
3
A508
5
A510
2
A507
5
LOWER
A507
5
LOWER
NEW SKYLIGHTS
NEW SKYLIGHTS
SEE DETAIL 2 / A500
LP + 3 "
LP + 3 "
LP + 3 "
LP + 3 "
LP + 3 "
LP + 3 "
HP +7.7"
LP + 3 "
LP + 3 "
LP + 3 "
HP + 7 "
HP +6"
HP +9.1"
HP +5"
A508
6
A509
1
A509
3
A509
2
A507
3
A507
6
LOWER
A507
7
LOWER
A507
4
UPPER
A510
1
A510
3
A510
4
UPPER
WATER TANK LID
SEE DETAIL 5 / A510
A508
1
A508
4
LOWER
A507
4
A507
3
A507
5
LOWER
A507
7
LOWER
A507
3
A508
3
A508
2
A509
4
A509
5
A511
1
LOWER
EXISTING PLAZA
DRAIN, TYP.
A511
3
GUTTER EXPANSION
JOINT CENTERED
BETWEEN
DOWNSPOUTS,TYP.
SEE DETAIL 1 / A512
Wiss, Janney, Elstner Associates, Inc.
960 South Harney Street
Seattle, Washington 98108
206.622.1441 tel | 206.622.0701 fax
www.wje.com
ENGINEERSARCHITECTSMATERIALS SCIENTISTS
R
E
L
E
A
S
E
F
O
R
B
I
D
S
Lane County Public Service
Building Roofing System
Replacement
125 East 8th Avenue
Eugene, Oregon 97401
Lane County
County Administration
Department
Division of Operations
125 East 8th Avenue
Eugene, Oregon 97401
2018.5225
GM
March 8, 2019
As Noted
LRM/RCR
Enlarged Roof Plan
A102
1
A
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
B
C
D
E
F
A
B
C
D
E
F
Project
DescriptionMark Date
Project No.
Date
Drawn
Checked
Scale
Sheet Title
Sheet No.
Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.
INSULATION , BUT DOES NOT INCLUDE THE COVER BOARD.
2. LP AT DRAINS / SCUPPERS IS 3" WITH EDGE OF SUMP AT 4"
(1/4" PER FOOT SLOPE)
3. CONTRACTOR TO SCAN WALL WITH GPR PRIOR TO
PERFORMING CORING OPERATIONS. APPROXIMATE WALL
LOCATION IS TO BE APPROVED BY THE ARCHITECT /
ENGINEER PRIOR TO GPR SCAN. LOCATION ON CORING
SHOULD NOT OCCUR WITHIN MID-HEIGHT TO 1/3 POINT OF
THE WALL wITHOUT WRITTEN APPROVAL BY THE
ARCHITECT / ENGINEER. CONTRACTOR TO AVOID CUTTING
ANY REBAR IN THE WALL. CUTTING OF REBAR MUST BE
APPROVED BY ARCHITECT / ENGINEER.
4. LOCATION OF DOWNSPOUTS ON EAST GUTTER OF UPPER
PSB ROOF TO BE LOCATED AT CLOSEST WINDOW MULLION
NEAR THE PLAZA DECK DRAIN. CONTRACTOR TO VERIFY
LOCATIONS IN THE FIELD FOR SHOP DRAWINGS.
5. REPLACE EXISTING SCUPPERS AT ROOF EDGE OVER
SKYLIGHTS WITH NEW 22 GA. STAINLESS STEEL
SCUPPERS TO MATCH ORIGINAL PROFILE. NEW SCUPPERS
TO BE INSTALLED WATERTIGHT TO EXISTING GUTTER
LINER OVER SKYLIGHT THAT IS TO REMAIN.
5'-5" 37'-8"
49'-3"
96'-8" 24'-10"
121'-6"
121'-11"
66'-8"
19'-4"
20'-1"
16'-8"
32'-10"
1'-9"
ABANDON DRAIN
SEE DETAIL 5 / A506
A505
1
A505
5
A505
4
A507
5
LOWER
EXISTING SKYLIGHT (N.I.C.)
A505
3
A507
5
LOWER
INFILLED, TYP.
SEE DETAIL 4 / A506
NEW SKYLIGHTS
LP + 3 "
LP + 3 " LP + 3 " LP + 3 "
LP + 3 "
LP + 3 "
LP + 3 "LP + 3 "LP + 3 "LP + 3 "
LP + 3 "
LP + 3 "
LP + 3 "
HP +8.2"
HP +12"
HP +7.5"
HP +7"
HP +11.5"
LP + 3 "
HP +6.3"
HP +7.9"
A505
2
LOWER
A506
2
LOWER
(PANEL)
A506
3
A506
1
A507
5
LOWER
A507
6
LOWER
A507
5
LOWER
A507
7
LOWER
A507
7
LOUVER
A507
4
UPPER
A507
4
SEE GENERAL NOTE 5
Wiss, Janney, Elstner Associates, Inc.
960 South Harney Street
Seattle, Washington 98108
206.622.1441 tel | 206.622.0701 fax
www.wje.com
ENGINEERSARCHITECTSMATERIALS SCIENTISTS
R
E
L
E
A
S
E
F
O
R
B
I
D
S
Lane County Public Service
Building Roofing System
Replacement
125 East 8th Avenue
Eugene, Oregon 97401
Lane County
County Administration
Department
Division of Operations
125 East 8th Avenue
Eugene, Oregon 97401
2018.5225
GM
March 8, 2019
As Noted
LRM/RCR
Enlarged Roof Plan
A103
1
A
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
B
C
D
E
F
A
B
C
D
E
F
Project
DescriptionMark Date
Project No.
Date
Drawn
Checked
Scale
Sheet Title
Sheet No.
Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.
EXISTING CONCRETE DECK REFER TO DRAWING MP101 AND MP102
FOR INFORMATION ON DRAIN AND PIPING
PATCH WITH NON-SHRINK GROUT
Wiss, Janney, Elstner Associates, Inc.
960 South Harney Street
Seattle, Washington 98108
206.622.1441 tel | 206.622.0701 fax
www.wje.com
ENGINEERSARCHITECTSMATERIALS SCIENTISTS
R
E
L
E
A
S
E
F
O
R
B
I
D
S
Lane County Public Service
Building Roofing System
Replacement
125 East 8th Avenue
Eugene, Oregon 97401
Lane County
County Administration
Department
Division of Operations
125 East 8th Avenue
Eugene, Oregon 97401
2018.5225
GM
March 8, 2019
As Noted
LRM/RCR
Typical Roof Details
A500
1
A
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
B
C
D
E
F
A
B
C
D
E
F
Project
DescriptionMark Date
Project No.
Date
Drawn
Checked
Scale
Sheet Title
Sheet No.
Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.
NOTE: AT CONTRACTOR'S OPTION (AND NO COST TO CONTRACT)
MAY USE PMMA LIQUID FLASHING IN LIEU OF LEAD FLASHING
3
SCALE: 3" = 1'-0"
Vent Stack
NOTE: AT CONTRACTOR'S OPTION (AND NO COST TO CONTRACT)
MAY USE PMMA LIQUID FLASHING IN LIEU OF LEAD FLASHING
12
SCALE: 3" = 1'-0"
New Roof System
(Occupied Space Below)
Canopy
13
SCALE: 3" = 1'-0"
New Roof System
(Unconditioned Below)
Canopy
8
SCALE: 3" = 1'-0"
New Roof System
Harris Hall Penthouse
14SCALE: 3" = 1'-0"
Drain Detail at Metal Deck
(Unconditioned Below)
Canopy
10
SCALE: 3" = 1'-0"
Drain Detail at Metal Deck
4
SCALE: 3" = 1'-0"
Drain Detail at Concrete Deck
CUT VAPOR RETARDER TIGHT TO PIPE, SEAL
LEADING EDGE TO BASE OF PIPE WITH MASTIC
BACKER ROD AND SEALANT IN JOINT
BETWEEN VENT STACK AND DECK
6" M
IN
.
SEALANT OR PASTE AT BASE OF PIPE
EXISTING PIPE PENETRATION/CONDUIT.
PREPARE SURFACE TO RECEIVE PMMA
FLASHING IN ACCORDANCE WITH PMMA
MANUFACTURER'S REQUIREMENTS
INSTALL PMMA REINFORCED LIQUID
FLASHING 6 IN. MIN. UP BASE OF PIPE.
EXTEND PMMA SYSTEM 8 IN. ONTO FIELD
MEMBRANE.
SE
E D
ET
AILS
2
, 6, A
ND
8
S
HE
ET
A
500
CUT MEMBRANE TIGHT TO PIPE
PENETRATION
6" M
IN
.
EXISTING ANCHORAGE. PREPARE
SURFACE TO RECEIVE PMMA FLASHING IN
ACCORDANCE WITH PMMA
MANUFACTURER'S REQUIREMENTS
INSTALL PMMA REINFORCED LIQUID
FLASHING 6 IN. MIN. UP BASE OF PIPE.
EXTEND PMMA SYSTEM 8 IN. ONTO FIELD
MEMBRANE.
CUT VAPOR RETARDER TIGHT TO PIPE, SEAL
LEADING EDGE TO BASE OF PIPE WITH MASTIC
IF ANCHORAGE PENETRATES DECK,
INSTALL BACKER ROD AND SEALANT IN
JOINT BETWEEN ANCHORAGE AND DECK
SE
E D
ET
AILS
2
, 6, A
ND
8
S
HE
ET
A
500
SEALANT OR PASTE AT BASE OF PIPE
CUT MEMBRANE TIGHT TO PIPE
PENETRATION
LEADING EDGE TO BASE OF PIPE WITH MASTIC
SEAL VAPOR RETARDER TO STEEL
GUARDRAIL SUPPORT POST
CUT ROOFING MEMBRANE TIGHT TO
GUARDRAIL SUPPORT POST
INSTALL PMMA REINFORCED LIQUID
FLASHING 6 IN. MIN. UP BASE OF GUARDRAIL
SUPPORT POST. EXTEND PMMA SYSTEM 8
IN. ONTO FIELD MEMBRANE.
PREPARE SURFACE TO RECEIVE PMMA
FLASHING IN ACCORDANCE WITH PMMA
MANUFACTURER'S REQUIREMENTS
SE
E D
ET
AIL
2 S
HE
ET
A
50
0
6" M
IN
.
8" MIN.
NEW GUARDRAIL POST AND BASE
PLATE
SEALANT OR PASTE AT BASE OF POST
PERLITE CANT SET IN MASTIC
EXTEND FIRST BASE FLASHING PLY (BASE
SHEET) 4 IN. ONTO FIELD MEMBRANE, EXTEND
SECOND PLY (CAP SHEET) 4 IN. PAST LEADING
EDGE OF FIRST PLY
REMOVEABLE 24 GA. PREFINISHED GALVANIZED
SLIP METAL COUNTERFLASHING
8
" M
IN
.
4" M
IN
.
PREFABRICATED, GALVANIZED, INSULATED
CURBS ATTACHED TO BLOCKING
REMOVE EXISTING EQUIPMENT AND REINSTALL
ON NEW CURB
4" 4"
TERMINATION BAR WITH FASTENERS AT 8 IN. O.C.
SEAL WITH 3-COURSE MASTIC/FIBER/MASTIC
NEW 1/2 IN DIA. S.S. EXPANSION ANCHOR
BOLTS AT 2'-0" CENTERS
NEW WOOD BLOCKING
SE
E D
ET
AIL
S 2, 6, A
ND
8
S
HE
ET
A
50
0
NOTE:
REPAIR AND REPLACE ANY
DAMAGED INTERIOR FINISHES
TORCH APPLIED SACRIFICIAL
GRANULAR CAP SHEET
NON-PENETRATING
PRE-MANUFACTURED DUCT SUPPORT
SE
E D
ET
AIL
S 2
, 6
, A
ND
8
S
HE
ET
A
50
0
TEMPORARILY SUPPORT EXISTING
PIPES DURING ROOF REPLACEMENT,
RE-ROUT AS NEEDED TO CLEAR
VERTICAL MINIMUM DIMENSIONS
NOTED IN EACH DETAIL
UNISTRUT COMPATIBLE CLAMP
Wiss, Janney, Elstner Associates, Inc.
960 South Harney Street
Seattle, Washington 98108
206.622.1441 tel | 206.622.0701 fax
www.wje.com
ENGINEERSARCHITECTSMATERIALS SCIENTISTS
R
E
L
E
A
S
E
F
O
R
B
I
D
S
Lane County Public Service
Building Roofing System
Replacement
125 East 8th Avenue
Eugene, Oregon 97401
Lane County
County Administration
Department
Division of Operations
125 East 8th Avenue
Eugene, Oregon 97401
2018.5225
GM
March 8, 2019
As Noted
LRM/RCR
Typical Roof Details
A501
1
A
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
B
C
D
E
F
A
B
C
D
E
F
Project
DescriptionMark Date
Project No.
Date
Drawn
Checked
Scale
Sheet Title
Sheet No.
Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.
INSTALL 6 IN. WIDE 24 GA. STAINLESS STEEL STRIP AT
TOP OF CURB FASTENED TO EACH STUD
6"
TERMINATION BAR, FASTENED TO STAINLESS STEEL
STRIP WITH GASKETED SHEET METAL SCREWS AT 8
IN. O.C., SEAL FASTENERS AND TERMINATION BAR
WITH 3-COURSE SEAL
24 GA. STAINLESS STEEL COUNTER FLASHING SET IN
RECEIVER, FASTENED WITH GASKETED SHEET METAL
SCREWS AT 12 IN. O.C.
24 GA. STAINLESS STEEL PAN FLASHING WITH
INTEGRAL RECEIVER, SOLDERED JOINTS
TURN VAPOR RETARDER UP BASE OF FRAMED CURB
TO HEIGHT OF INSULATION
NOTE:
REPAIR AND REPLACE ANY
DAMAGED INTERIOR FINISHES
DISCONNECT LOUVER PENTHOUSE FROM
EXISTING FRAMING, INSTALL 8" METAL
STUD KNEEWALL WITH BATT INSULATION,
WOOD BLOCKING AND SHEATHING ON TOP,
AND SET LOUVER PENTHOUSE ON
KNEEWALL AND CONNECT TO TOP PLATE
EX
IS
TIN
G M
ET
AL
F
RA
MIN
G
LO
UV
ER
PE
NT
HO
US
E
SE
E D
ET
AIL
6
S
HE
ET
A
50
0
4" 4"
8" M
IN
.
4"
SEE DETAIL 4 THIS SHEET FOR
BASE FLASHING NOTES
REPAIR AND REPLACE ANY
DAMAGED INTERIOR FINISHES
SE
E D
ET
AIL
6
S
HE
ET
A
50
0
4" 4"
8" M
IN
.
4"
PERLITE CANT SET IN MASTIC
INSTALL FIELD CAP PLY TO TOP OF CANT FOLLOWED
BY BASE FLASHING CAP PLY WITH TOP LEADING
EDGE 8 IN. MIN. ABOVE THE MEMBRANE SURFACE,
WITH THE BOTTOM LEADING EDGE 4 IN. PAST THE
BOTTOM LEADING EDGE OF THE BASE FLASHING
BASE PLY
INSTALL FIELD BASE PLY TO TOP OF CANT FOLLOWED
BY BASE FLASHING BASE PLY WITH TOP LEADING
EDGE AT 8 IN. ABOVE THE MEMBRANE SURFACE,
WITH THE BOTTOM LEADING EDGE 4 IN. ONTO THE
FIELD OF THE ROOF
TERMINATION BAR, ANCHORED TO CONCRETE WALL
WITH GASKETED CONCRETE ANCHORS AT 8 IN. O.C.,
SEAL FASTENERS AND TERMINATION BAR WITH
3-COURSE SEAL
24 GA. STAINLESS STEEL SURFACE MOUNTED
RECEIVER FASTENERS AT 12 IN. O.C. AND SEALANT
AT LEADING EDGE
EXTEND FIELD BASE PLY TO OUTSIDE EDGE OF
WOOD BLOCKING
WHERE STEP TO ROOF EDGE IS GREATER THAN 1/2",
INSTALL EDGE STRIP AND COVER BOARD TO PROVIDE
SMOOTH TRANSITION
4"
SEE DETAIL 1 THIS SHEET FOR
EDGE FLASHING NOTES
4"
ROOF EDGE AT LOCATIONS WHERE STEP DOWN TO COVER
BOARD IS GREATER THAN 1/2 IN.
TWO-PLY MODIFIED BITUMEN FLASHING ASSEMBLY.
EXTEND BASE FLASHING BASE PLY 4 IN. ONTO FIELD
MEMBRANE, EXTEND CAP SHEET 4 IN. PAST LEADING
EDGE OF BASE PLY, CONTINUOUS SILICONE SEALANT
ALONG ROOF EDGE
Wiss, Janney, Elstner Associates, Inc.
960 South Harney Street
Seattle, Washington 98108
206.622.1441 tel | 206.622.0701 fax
www.wje.com
ENGINEERSARCHITECTSMATERIALS SCIENTISTS
R
E
L
E
A
S
E
F
O
R
B
I
D
S
Lane County Public Service
Building Roofing System
Replacement
125 East 8th Avenue
Eugene, Oregon 97401
Lane County
County Administration
Department
Division of Operations
125 East 8th Avenue
Eugene, Oregon 97401
2018.5225
Drawn By
March 8, 2019
As Noted
Checked By
Harris Hall Roof and
Penthouse Details
A502
1
A
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
B
C
D
E
F
A
B
C
D
E
F
Project
DescriptionMark Date
Project No.
Date
Drawn
Checked
Scale
Sheet Title
Sheet No.
Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.
Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.
Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.
INSTALL 6 IN. WIDE 24 GA. STAINLESS STEEL STRIP AT
TOP OF CURB FASTENED TO EACH STUD
REMOVE EXISTING FRAMING, INSTALL METAL STUD
KNEEWALL WITH BATT INSULATION AND AIR BARRIER
SE
E D
ET
AIL 2 S
HE
ET
A
50
0
TURN VAPOR RETARDER UP BASE OF KNEE WALL TO
HEIGHT OF INSULATION
WITH STAGGERED ANCHORS, REPAIR SUBSTRATE
NEW SKYLIGHT ASSEMBLY
NOTE:
REPAIR AND REPLACE ANY
DAMAGED INTERIOR FINISHES
CONTINUOUS BEADS OF BUTYL SEALANT BETWEEN
STEEL FRAME AND SHEATHING/CONCRETE.
SELF ADHERING HIGH TEMPERATURE
UNDERLAYMENT OVER KNEEWALL AND 3 COURSE
SEAL
24 GA. PREFINISHED ALUMINUM PAN FLASHING
COATED WITH PMMA WITH INTEGRAL RECEIVER
4
"
4
"
4" M
IN
.
STAINLESS STEEL TERMINATION BAR WITH
FASTENERS AT 8 IN. O.C., SEAL FASTENERS AND
TERMINATION BAR WITH 3-COURSE SEAL
24 GA. 2-PIECE S.S. COUNTERFLASHING AND
THROUGHWALL RECEIVER. FASTENERS WITH
NEOPRENE WASHERS AT 12 IN. O.C.
TWO-PLY MODIFIED BITUMEN FLASHING ASSEMBLY.
EXTEND BASE FLASHING BASE PLY 4 IN. ONTO FIELD
MEMBRANE, EXTEND CAP SHEET 4 IN. PAST
LEADING EDGE OF BASE PLY
8
" M
IN
.
TWO LAYERS OF 2 IN.
POLYISOCYANURATE INSULATION
SET IN LOW RISE FOAM ADHESIVE
WITH STAGGERED JOINTS
FILL EXISTING REGLET WITH MORTAR PATCH
24 GA. STAINLESS STEEL RECEIVER WITH SPRING
LOCK SET IN EXISTING REGLET WITH LEAD WEDGES,
12 IN. O.C. BACKER ROD, AND SEALANT
SE
E D
ET
AIL
2
S
HE
ET
A
50
0
TURN VAPOR RETARDER UP HEIGHT OF
INSULATION
REPLACE EXISTING MISCELLANEOUS BLOCKING
WITH STAGGERED ANCHORS, REPAIR SUBSTRATE
AS NEEDED TO ACCEPT ANCHORS
4"4"
8" M
IN
.
4"
PERLITE CANT SET IN MASTIC
INSTALL FIELD CAP PLY TO TOP OF CANT FOLLOWED BY
BASE FLASHING CAP PLY WITH TOP LEADING EDGE 8 IN.
MIN. ABOVE THE MEMBRANE SURFACE, WITH THE
BOTTOM LEADING EDGE 4 IN. PAST THE BOTTOM
LEADING EDGE OF THE BASE FLASHING BASE PLY
INSTALL FIELD BASE PLY TO TOP OF CANT FOLLOWED BY
BASE FLASHING BASE PLY WITH TOP LEADING EDGE AT 8
IN. ABOVE THE MEMBRANE SURFACE, WITH THE BOTTOM
LEADING EDGE 4 IN. ONTO THE FIELD OF THE ROOF
TERMINATION BAR, FASTENED TO STAINLESS STEEL
STRIP WITH GASKETED SHEET METAL SCREWS AT 8 IN.
O.C., SEAL FASTENERS AND TERMINATION BAR WITH
3-COURSE SEAL
.050 IN. GA. PREFINISHED ALUMINUM SLIP METAL
COUNTERFLASHING
REMOVABLE .050 IN. PREFINISHED ALUMINUM METAL CAP,
INSTALL WITH TWO CONTINUOUS BEADS OF SEALANT
SE
E D
ET
AIL
2
S
HE
ET
A
50
0
TWO LAYERS OF 2 IN.
POLYISOCYANURATE
INSULATION SET IN LOW
RISE FOAM ADHESIVE WITH
STAGGERED JOINTS
REMOVE EXISTING FRAMING, INSTALL
METAL STUD KNEEWALL WITH BATT
INSULATION AND AIR BARRIER
TAPERED POLYISOCYANURATE
INSULATION SET IN LOW RISE FOAM
ADHESIVE
SE
E D
ET
AIL
2
S
HE
ET
A
50
0
INSTALL 6 IN. WIDE 24 GA. STAINLESS STEEL STRIP AT
TOP OF CURB FASTENED TO EACH STUD
SLOPED CURB LOWER PSB MAIN ROOFSKYLIGHT
SELF ADHERING HIGH TEMPERATURE UNDERLAYMENT
OVER BLOCKING AND SKYLIGHT FLASHING
TURN VAPOR RETARDER UP BASE OF KNEE WALL TO
HEIGHT OF INSULATION
NEW SKYLIGHT ASSEMBLY
NOTE:
REPAIR AND REPLACE ANY
DAMAGED INTERIOR FINISHES
FASTEN BLOCKING AND
SHEATHING ON TOP OF
KNEEWALL
CONTINUOUS BEADS OF BUTYL
SEALANT BETWEEN STEEL FRAME
AND SHEATHING/CONCRETE.
FLASHING PIECE PROVIDED
BY THE SKYLIGHT
MANUFACTURER
EXISTING CONCRETE TO REMAIN
NEW SKYLIGHT ASSEMBLY
24 GA. ALUMINUM 2 PIECE COUNTER
FLASHING, RECEIVER WITH SPRING
LOCK SET IN EXISTING REGLET WITH
LEAD WEDGES, 12 IN. O.C. BACKER
ROD, AND SEALANT
SEAL LEADING EDGE
FLASHING PIECE PROVIDED BY THE
SKYLIGHT MANUFACTURER
SE
E D
ET
AIL
2
S
HE
ET
A
50
0
EXISTING BLOCKING TO REMAIN
EXISTING CONCRETE TO REMAIN
SEE DETAIL 1 SHEET A502 FOR
EDGE FLASHING NOTES
EXISTING SKYLIGHT TO REMAIN
SEALANT JOINT BETWEEN FASCIA
DRIP EDGE AND STONE WITH COTTON
ROPE WEEPS AT 36 IN. O.C.
WOOD FRAMED KNEE WALL WITH BATT
INSULATION IN CAVITIES
LAP SELF ADHERED TRANSITION
MEMBRANE OVER CLOSURE METAL AND
SKYLIGHT ALUMINUM FLASHING
SE
E D
ET
AIL
2
S
HE
ET
A
50
0
PERLITE CANT SET IN MASTIC
INSTALL FIELD CAP PLY TO TOP OF CANT FOLLOWED
BY BASE FLASHING CAP PLY WITH TOP LEADING
EDGE 8 IN. MIN. ABOVE THE MEMBRANE SURFACE,
WITH THE BOTTOM LEADING EDGE 4 IN. PAST THE
BOTTOM LEADING EDGE OF THE BASE FLASHING
BASE PLY
INSTALL FIELD BASE PLY TO TOP OF CANT FOLLOWED
BY BASE FLASHING BASE PLY WITH TOP LEADING
EDGE AT 8 IN. ABOVE THE MEMBRANE SURFACE,
WITH THE BOTTOM LEADING EDGE 4 IN. ONTO THE
FIELD OF THE ROOF
TERMINATION BAR, FASTENED TO STAINLESS STEEL
STRIP WITH GASKETED SHEET METAL SCREWS AT 8
IN. O.C., SEAL FASTENERS AND TERMINATION BAR
WITH 3-COURSE SEAL
2-PIECE 24 GA. PREFINISHED GALVANIZED SLIP
METAL COUNTERFLASHING
INSTALL 6 IN. WIDE 24 GA. STAINLESS STEEL STRIP AT
TOP OF CURB FASTENED TO EACH STUD
REMOVE EXISTING FRAMING, INSTALL METAL STUD
KNEEWALL WITH BATT INSULATION AND AIR BARRIER
TURN VAPOR RETARDER UP BASE OF KNEE WALL TO
HEIGHT OF INSULATION
4" 4"
4" M
IN
.
REMOVE AND REINSTALL EXISTING SMOKE VENT ON
NEW CURB
NOTE:
REPAIR AND REPLACE ANY
DAMAGED INTERIOR FINISHES
CONTINUOUS BEADS OF BUTYL
SEALANT BETWEEN STEEL FRAME
AND SHEATHING/CONCRETE.
Wiss, Janney, Elstner Associates, Inc.
960 South Harney Street
Seattle, Washington 98108
206.622.1441 tel | 206.622.0701 fax
www.wje.com
ENGINEERSARCHITECTSMATERIALS SCIENTISTS
R
E
L
E
A
S
E
F
O
R
B
I
D
S
Lane County Public Service
Building Roofing System
Replacement
125 East 8th Avenue
Eugene, Oregon 97401
Lane County
County Administration
Department
Division of Operations
125 East 8th Avenue
Eugene, Oregon 97401
2018.5225
GM
March 8, 2019
As Noted
LRM/RCR
Lower Public Service
Building Roof and
Penthouse Details
A505
1
A
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
B
C
D
E
F
A
B
C
D
E
F
Project
DescriptionMark Date
Project No.
Date
Drawn
Checked
Scale
Sheet Title
Sheet No.
Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.
Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.
Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.
INSTALL FIELD CAP PLY TO TOP OF CANT FOLLOWED BY BASE
FLASHING CAP PLY WITH TOP LEADING EDGE 8 IN. MIN. ABOVE THE
MEMBRANE SURFACE, WITH THE BOTTOM LEADING EDGE 4 IN. PAST
THE BOTTOM LEADING EDGE OF THE BASE FLASHING BASE PLY
INSTALL FIELD BASE PLY TO TOP OF CANT FOLLOWED BY BASE
FLASHING BASE PLY WITH TOP LEADING EDGE AT 8 IN. ABOVE THE
MEMBRANE SURFACE, WITH THE BOTTOM LEADING EDGE 4 IN.
ONTO THE FIELD OF THE ROOF
EXISTING WALL ASSEMBLY, ADDITIONAL SUPPORT FOR SKYLIGHT TO
BE DETERMINED BY ENGINEER (TYP)
TURN VAPOR RETARDER UP BASE OF KNEE WALL TO HEIGHT OF
INSULATION
8" M
IN
.
NOTE:
REPAIR AND REPLACE ANY
DAMAGED INTERIOR FINISHES
TERMINATION BAR, FASTENED TO STAINLESS STEEL STRIP WITH
GASKETED SHEET METAL SCREWS AT 8 IN. O.C., SEAL FASTENERS
AND TERMINATION BAR WITH 3-COURSE SEAL
24 GA. PREFINISHED ALUMINUM COUNTER FLASHING SET IN
RECEIVER FASTENED 12 IN. O.C.
INSTALL 6 IN. WIDE 24 GA. STAINLESS STEEL STRIP AT
TOP OF CURB FASTENED TO EACH STUD
NEW SKYLIGHT ASSEMBLY
SELF ADHERING HIGH TEMPERATURE UNDERLAYMENT OVER
KNEEWALL AND 3 COURSE SEAL
24 GA. PREFINISHED ALUMINUM PAN FLASHING COATED WITH
PMMA WITH INTEGRAL RECEIVER
6" M
IN
. P
MM
A
8" MIN.
TURN VAPOR RETARDER UP FULL
HEIGHT OF BLOCKING
INSTALL PMMA REINFORCED LIQUID
FLASHING UP BASE OF EQUIPMENT CURB.
EXTEND PMMA SYSTEM 8 IN. ONTO FIELD
MEMBRANE.
SEALANT OR PASTE AT BASE BUILDING WALL
EXISTING SHEET METAL CAP TO REMAIN IN
PLACE
EXISTING BLOCKING
EXISTING PRE-ENGINEERED ISOLATED
BASE TO REMAIN IN PLACE
REMOVEABLE 24 GA. PREFINISHED GALVANIZED
SLIP METAL COUNTERFLASHING
LIQUID APPLIED MEMBRANE UP THE
22 GA. S.S. SILL PAN FASTENED 6 IN.
TURN VAPOR RETARDER UP BASE
OF CONCRETE TO HEIGHT OF
INSULATION
EXISTING WINDOW AND SILL
FLASHING
FABRIC REINFORCED, LIQUID-APPLIED
FLASHING, 8 IN. ONTO FIELD OF ROOF
AND FULL HEIGHT OF CURB
8" MIN.
FU
LL
HE
IG
HT
SE
E D
ET
AIL
2
S
HE
ET
A
50
0
SEALANT OR PASTE AT BASE OF
CURB AND AT ALL TRANSITIONS
FOR PMMA TO OTHER SURFACES
Wiss, Janney, Elstner Associates, Inc.
960 South Harney Street
Seattle, Washington 98108
206.622.1441 tel | 206.622.0701 fax
www.wje.com
ENGINEERSARCHITECTSMATERIALS SCIENTISTS
R
E
L
E
A
S
E
F
O
R
B
I
D
S
Lane County Public Service
Building Roofing System
Replacement
125 East 8th Avenue
Eugene, Oregon 97401
Lane County
County Administration
Department
Division of Operations
125 East 8th Avenue
Eugene, Oregon 97401
2018.5225
GM
March 8, 2019
As Noted
LRM/RCR
Upper Public Service
Building Details
A508
1
A
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
B
C
D
E
F
A
B
C
D
E
F
Project
DescriptionMark Date
Project No.
Date
Drawn
Checked
Scale
Sheet Title
Sheet No.
Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.
FLASHING AT NO COST TO CONTRACT, BUT MUST TEST FOR
ADHESION TO HYPALON PRIOR TO FULL INSTALLATION
PERLITE CANT SET IN MASTIC
EXTEND FIRST BASE FLASHING PLY (BASE
SHEET) 4 IN. ONTO FIELD MEMBRANE, EXTEND
SECOND PLY (CAP SHEET) 4 IN. PAST LEADING
EDGE OF FIRST PLY
.050 IN. GA. PREFINISHED ALUMINUM SLIP
METAL COUNTERFLASHING
8
" M
IN
.
4" M
IN
.
WOOD BLOCKING AREA DIVIDER WITH 2X6 MIN.
WOOD NAILER ATTACHED TO SUBSTRATE.
THICKNESS TO MATCH INSULATION
REMOVEABLE .050 IN. PREFINISHED ALUMINUM
METAL CAP
4" 4"
TERMINATION BAR, FASTENED TO STAINLESS
STEEL STRIP WITH GASKETED SHEET METAL
SCREWS AT 8 IN. O.C., SEAL FASTENERS AND
TERMINATION BAR WITH 3-COURSE SEAL
EXISTING HYPALON ROOFING
MEMBRANE TO BE CUT LONG ON
AREA DIVIDER SIDE TO ALLOW
FOR FORMING UP FULL HEIGHT
OF NEW AREA DIVIDER. FIELD
MEASURE AND MAKE WATER
TIGHT AND PREPARE SURFACE
TO RECEIVE SELF-ADHERED
MEMBRANE.
SELF-ADHERED MEMBRANE
OVER EXISTING HYPALON AND
NEW MODIFIED BITUMEN
MEMBRANE EXTENDED 4 IN. MIN.
EACH SIDE
FU
LL
H
EIG
HT
O
F B
LO
CK
IN
G
SE
E D
ET
AIL
2
S
HE
ET
A
50
0
WOOD BLOCKING ANCHORED TO
SLAB
PLAN VIEW
NEW SKYLIGHT
ASSEMBLY:
METAL PANEL
BRIDGE:
EXISTING TO
REMAIN
COURTHOUSE:
LIQUID APPLIED
UPPER PSB:
LIQUID APPLIED
REMOVABLE .050 IN. PREFINISHED
ALUMINUM METAL CAP
INSTALL 6 IN. WIDE 24 GA. STAINLESS
STEEL STRIP AT TOP OF CURB
FASTENED TO EACH STUD
SELF ADHERING HIGH TEMPERATURE
UNDERLAYMENT OVER EXISTING
MEMBRANE AND SKYLIGHT FLASHING
ALUMINUM PANEL
EXISTING ROOFING SYSTEM
24 GA. ALUMINUM COUNTER FLASHING
NOTE:
REPAIR AND REPLACE ANY
DAMAGED INTERIOR FINISHES
EXISTING WALL ASSEMBLY, ADDITIONAL
SUPPORT FOR SKYLIGHT TO BE
DETERMINED BY ENGINEER (TYP)
NEW SKYLIGHT ASSEMBLY
FLASHING PIECE PROVIDED BY THE
SKYLIGHT MANUFACTURER
NEW SKYLIGHT ASSEMBLY
EXISTING WALL ASSEMBLY, ADDITIONAL
SUPPORT FOR SKYLIGHT TO BE
DETERMINED BY ENGINEER (TYP)
REMOVABLE .050 IN. PREFINISHED
ALUMINUM METAL CAP
SELF ADHERING HIGH TEMPERATURE
UNDERLAYMENT OVER LIQUID-APPLIED
MEMBRANE AND SKYLIGHT FLASHING
EXISTING BALCONY FRAMING N.I.C.
SEALANT OR PASTE AT BASE
BUILDING WALL
INSTALL PMMA REINFORCED
LIQUID FLASHING UP THE FULL
HEIGHT OF THE WALL. LAP PMMA
SYSTEM 8 IN. ONTO EXISTING
MEMBRANE.
EXISTING MEMBRANE
NOTE:
REPAIR AND REPLACE ANY
DAMAGED INTERIOR FINISHES
FLASHING PIECE PROVIDED BY THE
SKYLIGHT MANUFACTURER
Wiss, Janney, Elstner Associates, Inc.
960 South Harney Street
Seattle, Washington 98108
206.622.1441 tel | 206.622.0701 fax
www.wje.com
ENGINEERSARCHITECTSMATERIALS SCIENTISTS
R
E
L
E
A
S
E
F
O
R
B
I
D
S
Lane County Public Service
Building Roofing System
Replacement
125 East 8th Avenue
Eugene, Oregon 97401
Lane County
County Administration
Department
Division of Operations
125 East 8th Avenue
Eugene, Oregon 97401
2018.5225
GM
March 8, 2019
As Noted
LRM/RCR
Upper Public Service
Building Details
A509
1
A
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
B
C
D
E
F
A
B
C
D
E
F
Project
DescriptionMark Date
Project No.
Date
Drawn
Checked
Scale
Sheet Title
Sheet No.
Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.
Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.
NOTE: CONTRACTOR TO VERIFY IN FIELD (VIF) THAT CMU IS FULLY GROUTED.
IF NOT, THEN THROUGH-BOLT FASTENERS ARE REQUIRED
2
SCALE: 3" = 1'-0"
Detail at Parapet
1
SCALE: 3" = 1'-0"
Detail at Parapet
3
SCALE: 3" = 1'-0"
Roof Hatch
5SCALE: 3" = 1'-0"
Tank Hatch Detail
A510
4
PARTIAL PLAN OF
UPPER PSB PENTHOUSE
DOWNSPOUT
NEW SLOTTED PAVERS
24 GA. S.S. 3-SIDE TROUGH
PLAZA DRAIN
DOWNSPOUT LOCATED AT WINDOW MULLION
CLOSEST TO PLAZA DRAIN LOCATION
DOWNSPOUT STRAP SECURED TO WOOD
MULLION
EXTENSION ON DOWNSPOUT TO ALIGN WITH
EXISTING PLAZA DRAIN
NEOPRENE PAD
NEW 24 GA. S.S. 3 SIDED TROUGH
NEW SLOTTED PAVER TO MATCH EXISTING
EXISTING LEVELING PAD FOR PAVERS
EXISTING PAVER
EXISTING INSULATION
EXISTING PLAZA DRAIN
NOTE:
REMOVE AND DISPOSE OF SMALL SHOWER
TYPE DRAIN BOWLS AND RETAIN ONLY THE
PRIMARY PLAZA DRAINS.
INSTALL LIQUID-APPLIED
PMMA MEMBRANE OVER FIELD
MEMBRANE, PENTHOUSE, AND
FACADE
GUTTER EXTENDS 4" BEYOND
ROOF EDGE
.050 IN. PREFINISHED ALUMINUM
EDGE METAL FLASHING LAP
OVER SCUPPER APRON AFTER
PMMA APPLICATION
INSTALL LIQUID-APPLIED PMMA
MEMBRANE OVER SCUPPER
APRON
SEE DETAIL 1 / A503 AND 1 / A507
FOR FLASHING NOTES
SCUPPERS TO BE 8 IN. WIDE
UNLESS OTHERWISE NOTED
CONDUCTOR HEADS TO BE 12 IN.
WIDE UNLESS OTHERWISE NOTED
Wiss, Janney, Elstner Associates, Inc.
960 South Harney Street
Seattle, Washington 98108
206.622.1441 tel | 206.622.0701 fax
www.wje.com
ENGINEERSARCHITECTSMATERIALS SCIENTISTS
R
E
L
E
A
S
E
F
O
R
B
I
D
S
Lane County Public Service
Building Roofing System
Replacement
125 East 8th Avenue
Eugene, Oregon 97401
Lane County
County Administration
Department
Division of Operations
125 East 8th Avenue
Eugene, Oregon 97401
2018.5225
GM
March 8, 2019
As Noted
LRM/RCR
Drain Details
A511
1
A
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
B
C
D
E
F
A
B
C
D
E
F
Project
DescriptionMark Date
Project No.
Date
Drawn
Checked
Scale
Sheet Title
Sheet No.
Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.
ONE COMPONENT 24 GA SS COUNTER FLASHING; ALL SEAMS
SOLDERED WATERTIGHT. VERIFY DIMENSIONS AND PROFILES IN FIELD.
6
"
M
I
N
V
I
F
V
IF
6
"
M
I
N
V
I
F
ONE COMPONENT 24 GA SS RECEIVER; ALL SEAMS SOLDERED
WATERTIGHT. VERIFY DIMENSIONS AND PROFILES IN FIELD.
V
IF
6
"
M
I
N
V
I
F
6
"
M
I
N
V
I
F
SEALANT
REGLET BEND SHOWN
CUT BACK FOR
CLARITY; TRIM AS
REQUIRED AT LAP
4
"
2
"
1
"
1
"
4
"
M
I
N
.
2
"
1
"
TWO BEADS OF BUTYL
SEALANT WITHIN LAP
NOTCH IN HEMMED EDGE
FOR CONSTRUCTABILITY,
SEE DET. 3A THIS SHEET.
4
"
M
I
N
.
1
"
2
"
TWO BEADS OF
BUTYL SEALANT
WITHIN LAP
4
"
NOTCH END FOR
CONSTRUCTABILITY, TYP.
SEE DETAIL ABOVE
NOTCH IN HEMMED
EDGE FOR
CONSTRUCTABILITY
V
.
I
.
F
.
V.I.F
.
TYPICAL NOTCH IN HEMMED EDGE
GUTTER FLASHING
GUTTER
GUTTER ENDS
COVER PLATE
COVER PLATE
GUTTER
RIVET AND SOLDER
A
A
SECTION A
Wiss, Janney, Elstner Associates, Inc.
960 South Harney Street
Seattle, Washington 98108
206.622.1441 tel | 206.622.0701 fax
www.wje.com
ENGINEERSARCHITECTSMATERIALS SCIENTISTS
R
E
L
E
A
S
E
F
O
R
B
I
D
S
Lane County Public Service
Building Roofing System
Replacement
125 East 8th Avenue
Eugene, Oregon 97401
Lane County
County Administration
Department
Division of Operations
125 East 8th Avenue
Eugene, Oregon 97401
2018.5225
GM
March 8, 2019
As Noted
LRM/RCR
Sheet Metal Details
A512
1
A
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
B
C
D
E
F
A
B
C
D
E
F
Project
DescriptionMark Date
Project No.
Date
Drawn
Checked
Scale
Sheet Title
Sheet No.
Headquarters & Laboratories : Northbrook, IllinoisAtlanta | Austin | Boston | Chicago | Cleveland | Dallas | Denver | DetroitHonolulu | Houston | Los Angeles | Minneapolis | New Haven | New York
Philadelphia | Princeton | San Francisco | Seattle | South Florida | Washington, D.C.