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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

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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


2018.5225

GM

October 16, 2019

As Noted

LRM/RCR

Title Sheet

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Project

DescriptionMark Date

Project No.

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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.

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WJE Job Number:

ARCHITECTS AND ENGINEERS:

WJEWiss, Janney, Elstner Associates, Inc.



LANE COUNTY PUBLIC SERVICE BUILDING

ROOFING SYSTEM REPLACEMENT

125 East 8th Avenue


Lane County

County Administration Department


125 East 8th Avenue


2018.5225

October 16, 2019 - RELEASE FOR BIDS

Lane County Contract No.

(PSB)

Sheet List Table

Sheet

Number

Sheet Title

G000 Title Sheet

G100 General Notes

A100 Site Plan

A101 Enlarged Roof Plan



A500 Typical Roof Details

A501 Typical Roof Details

A502 Harris Hall Roof and Penthouse Details

A503 Harris Hall and Link Roof Details

A504 Canopy and Link Roof Details

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



A511 Drain Details

A512 Sheet Metal Details

MP101 Enlarged Plaza Plan - Plumbing

MP102 Enlarged Roof Plan - Plumbing and HVAC

October 16, 2019




206.622.1441 tel | 206.622.0701 fax

www.wje.com


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Replacement

125 East 8th Avenue


Lane County


Department


125 East 8th Avenue


2018.5225

GM

October 16, 2019

As Noted

LRM/RCR

General Notes

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Project


Project No.

Date

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Scale

Sheet Title

Sheet No.



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GENERAL NOTES

1. DIMENSIONS ON DRAWINGS ARE FOR GENERAL REFERENCE ONLY, AND WERE DEVELOPED FROM OBSERVATIONS MADE IN THE

FIELD OF AS-BUILT CONSTRUCTION AND LIMITED ORIGINAL DRAWINGS. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD.

2. CONTRACTOR SHALL PROMPTLY SUBMIT VERBAL AND WRITTEN NOTICE TO ARCHITECT/ENGINEER OF OBSERVED VARIANCE OF

THE CONTRACT DOCUMENTS FROM ACTUAL ON-SITE CONDITIONS.

3. PRIOR TO SUBMITTING A BID, VISIT THE PROJECT SITE TO LOCATE, SURVEY, AND VERIFY EXISTING CONDITIONS, INCLUDING (BUT

NOT LIMITED TO) ROOF ACCESS CONDITIONS, FALL ARREST CONDITIONS, GUTTER, DRAINS, MECHANICAL EQUIPMENT, SKYLIGHTS,

AND COMPONENT INTERFACES.

4. PROVIDE ALL EQUIPMENT, INCLUDING HYDRAULIC LIFT EQUIPMENT, LADDERS, PLATFORMS, LABOR, SUPERVISION, AND

MATERIALS AS REQUIRED TO ACCESS THE ROOF AREAS AND PERFORM THE WORK.

5. ROOF OPENINGS MUST BE PROTECTED DURING THE WORK TO PREVENT ENTRY OF FOREIGN DEBRIS, FUMES, AND WATER INTO

EXISTING CONSTRUCTION AND INTERIOR OF BUILDING.

6. UNLESS OTHERWISE INDICATED BY THE CONTRACT DOCUMENTS OR THE MATERIALS MANUFACTURER'S WRITTEN INSTALLATION

INSTRUCTIONS, FOLLOW THE LATEST EDITION OF INSTALLATION PROCEDURES AND RECOMMENDED PRACTICES OF, INCLUDING

BUT NOT LIMITED TO, THE NATIONAL ROOFING CONTRACTORS ASSOCIATION (NRCA) AND SHEET METAL AND AIR CONDITIONING

CONTRACTORS' NATIONAL ASSOCIATION (SMACNA).

7. TARGETED NOTES ON THE PLAN ARE INTENDED TO IDENTIFY EITHER TYPICAL OR SIMILAR DETAILING. IN THE EVENT THAT THE

CONDITIONS ENCOUNTERED ARE SUBSTANTIALLY DISSIMILAR TO THOSE SHOWN ON THE DRAWINGS, PROMPTLY NOTIFY THE

ARCHITECT/ENGINEER IN WRITING.

8. ALL NOTES SHALL INDICATE NEW CONSTRUCTION AND ARE PART OF THE SCOPE OF WORK UNLESS NOTED OTHERWISE.

9. CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL CODES APPLICABLE TO THE CITY OF EUGENE AND THE STATE OF

OREGON, INCLUDING THE 2014 EDITION OF THE OREGON STRUCTURAL SPECIALTY CODE, 2014 OREGON MECHANICAL SPECIALTY

CODE, 2017 OREGON PLUMBING SPECIALTY CODE, 2014 OREGON ENERGY EFFICIENCY CODE, 2014 OREGON FIRE CODE, AND

OTHER LOCAL AND NATIONAL CONSENSUS CODES AND STANDARDS.

10. UNLESS SPECIFICALLY STATED OTHERWISE, THE MOST RECENT EDITION OF ALL CODES AND STANDARDS SHALL APPLY.

11. THE CONTRACTOR SHALL PERFORM WORK IN ACCORDANCE WITH THE APPLICABLE REQUIREMENTS OF THE LATEST EDITION OF

THE WILLIAM STEIGER OCCUPATION SAFETY AND HEALTH ACT (OSHA).

12. CONTRACTOR SHALL SUPPLY THE OWNER WITH MATERIAL SAFETY DATA SHEETS (MSDS) FOR EACH SUBSTANCE THAT WILL BE

BROUGHT ONTO THE JOB SITE AND SHALL COMPLY WITH THE REQUIREMENTS OF THE OSHA HAZARD COMMUNICATION

STANDARD.

13. CONTRACTOR IS RESPONSIBLE FOR WAYS AND MEANS OF ALL WORK.

14. CONTRACTOR MUST SUBMIT A DEMOLITIONS SCHEDULE TO OWNER AND ARCHITECT/ENGINEER FOR REVIEW PRIOR TO

DEMOLITION INITIATION.

15. CONTRACTOR SHALL SUBMIT A COMPLETE CONSTRUCTION SEQUENCE FOR EXECUTION OF THE PROJECT PRIOR TO

COMMENCING THE WORK.

16. SHOULD CONDITIONS OF WORK OR SCHEDULE INDICATE CHANGE OF MATERIALS OR METHODS, SUBMIT RECOMMENDATIONS

INCLUDING:

16.A. CONDITION INDICATING CHANGE.

16.B. RECOMMENDATION FOR ALTERNATIVE MATERIALS OR METHODS.

16.C. SUBMITTAL AS REQUIRED FOR SUBSTITUTIONS. NO WORK SHALL PROCEED UNTIL ARCHITECT/ENGINEER'S APPROVAL IS

RECEIVED.

17. WJE ENGINEERS & ARCHITECTS, P.C. (WJE) SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE

FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND

SAFETY PROGRAMS IN CONNECTION WITH THE PROJECT, SINCE THESE ARE THE RESPONSIBILITY OF THE CONTRACTOR(S). WJE

SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY OUT THE PROJECT IN ACCORDANCE

WITH CONTRACT DOCUMENTS. WJE SHALL NOT HAVE CONTROL OVER OR CHARGE OF ACTS OR OMISSIONS OF THE CONTRACTOR,

SUBCONTRACTORS, OR THEIR AGENTS OR EMPLOYEES, OR OF ANY OTHER NON-WJE PERSONS PERFORMING PORTIONS OF THE

PROJECT.

18. THE CONTRACTOR SHALL LEAVE INTACT AND UNDISTURBED ELEMENTS THAT ARE TO REMAIN. EXISTING BUILDING AND ALL

SERVICE SHALL REMAIN IN USE DURING THE REROOFING AND REPAIR WORK.

19. REPAIR INTERIOR FINISHES DAMAGED DURING INSTALLATION OF NEW COMPONENTS. PROVIDE NEW INTERIOR SUBSTRATE TO

MATCH ADJACENT SUBSTRATES AT LOCATIONS WHERE INCREASED HEIGHT TO CURBS REQUIRES NEW INTERIOR FINISH.

20. THE EXISTING BUILDING MUST REMAIN IN OPERATION 100 PERCENT OF THE TIME. DEMOLITION REQUIRED SHALL PROCEED ONLY

AT THE DIRECTION OF THE OWNER ACCORDING TO SCHEDULES MUTUALLY AGREED UPON. THE CONTRACTOR SHALL PROVIDE

ALL TEMPORARY CONTROLS AS NECESSARY TO ALLOW FOR BUILDING OPERATIONS.

21. THE CONTRACTOR SHALL PROVIDE PROTECTION TO BUILDING COMPONENTS AND SYSTEMS AS REQUIRED IN THE AREA OF WORK

OR AS REQUIRED FOR ACCESS AREAS TO THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE

TO THE EXISTING STRUCTURE CAUSED BY THE WORK. ANY SUCH DAMAGE SHALL BE REPORTED TO THE OWNER AND

ARCHITECT/ENGINEER PRIOR TO REPAIRING DAMAGE.

22. CONTRACTOR SHALL PROVIDE ALL SHORING, BRACING, SHEETING, AND WEATHER PROTECTION AS REQUIRED FOR SAFETY AND

PROPER EXECUTION OF THE WORK.

23. CONTRACTOR SHALL PROVIDE PROTECTIVE BARRIERS, FENCES, WALKWAY ENCLOSURES WITH LIGHTING, ETC. TO ENSURE THE

SAFETY OF PEDESTRIANS, BUILDING OCCUPANTS, VEHICULAR TRAFFIC, SITE FEATURES, ETC. AS APPROVED BY THE OWNER AND

IN ACCORDANCE WITH THE REQUIREMENTS OF LOCAL AUTHORITIES.

24. THE CONTRACTOR SHALL NOT UNREASONABLY ENCUMBER PROJECT SITE WITH MATERIALS OR EQUIPMENT. THE MATERIALS AND

EQUIPMENT SHALL BE CONFINED TO THE AREAS INDICATED IN THE CONTRACT DOCUMENTS OR BY THE DIRECTION OF THE

OWNER. DO NOT LOAD STRUCTURE WITH WEIGHT THAT WILL ENDANGER STRUCTURE. CONTRACTOR SHALL ASSUME FULL

RESPONSIBILITY FOR THE PROTECTION AND SAFEKEEPING OF PRODUCTS STORED ON PREMISES. MOVE ANY STORED MATERIAL

PRODUCTS THAT INTERFERE WITH OPERATIONS OF OWNER OR OTHER CONTRACTORS. STORE MATERIAL ONLY IN AREAS

PROVIDED BY OWNER.

25. DRAINS, SUMPS, AND SEWERS: THE CONTRACTOR SHALL NOT PERMIT DEBRIS OR OTHER CONTAMINANTS DELETERIOUS TO THE

SEWER SYSTEM TO BE WASHED DOWN DRAINS WITHIN THE BUILDING OR OTHERWISE DISCHARGED INTO THE SEWER SYSTEM.

PRIOR TO THE START OF WORK, THE CONTRACTOR SHALL INSPECT THE CONDITION OF THE MAIN ROOF DRAINS IN AREAS

AFFECTED BY THE CONTRACTOR'S WORK TO DETERMINE THAT THEY ARE CLEAN AND IN PROPER WORKING ORDER. THE OWNER

SHALL BE NOTIFIED OF ANY ELEMENTS THAT ARE NOT IN PROPER WORKING ORDER. AT THE COMPLETION OF THE PROJECT, THE

DRAINS SHALL BE TESTED TO VERIFY THAT THEY ARE IN SIMILAR CONDITION AND WORKING ORDER AS OBSERVED IN THE INITIAL

INSPECTION.

26. THE CONTRACTOR SHALL PROVIDE TEMPORARY FIRE PROTECTION AS REQUIRED BY FEDERAL AND LOCAL LAWS AND

ORDINANCES.

27. CONTRACTOR SHALL PROVIDE TEMPORARY VENTILATION AS REQUIRED TO CONTROL DUST AND FUMES IN WORK AREA.

28. CLEAN UP AND DEBRIS REMOVAL SHALL BE UNDERTAKEN DAILY AND SHALL BE SATISFACTORY TO THE ARCHITECT/ENGINEER

AND OWNER.

29. THE PROJECT MANUAL ENTITLED "LANE COUNTY PUBLIC SERVICE BUILDING (PSB), ROOFING SYSTEM REPLACEMENT" IS A PART

OF THE CONSTRUCTION DOCUMENTS.

30. THE PRODUCTS NOTED AND SPECIFIED ARE BELIEVED TO HAVE PROPERTIES ADEQUATE FOR SUCCESSFUL COMPLETION OF THE

WORK. IF CONTRACTOR HAS FOUND THESE PRODUCTS TO BE UNACCEPTABLE OR HAS HAD DIFFICULTY USING THESE MATERIALS,

CONTRACTOR SHALL IMMEDIATELY INFORM ARCHITECT/ENGINEER AND OWNER IN WRITING.

31. IN THE EVENT OF CONFLICT BETWEEN THE DRAWINGS AND THE SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT AND

BETTER QUALITY SHALL GOVERN UNLESS WRITTEN NOTIFICATION IS PROVIDED BY THE ARCHITECT/ENGINEER.

32. THE ARCHITECT/ENGINEER MAY PERFORM QUALITY CONTROL TESTS ON A RANDOM BASIS FROM TIME TO TIME TO EVALUATE

INSTALLATION OF THE NEW CONSTRUCTION FOR CONFORMANCE TO THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR

SHALL MAKE ACCESS AVAILABLE TO INSPECT AND TEST THE SPECIFIED AREAS AND MAKE APPROPRIATE REPAIRS AFTER

COMPLETION OF ARCHITECT/ENGINEER'S INSPECTION. ANY DEFECTIVE WORK WILL BE REPAIRED AT NO COST TO THE OWNER.

33. THESE CONSTRUCTION DOCUMENTS (DRAWINGS AND SPECIFICATIONS) APPLY TO THE ROOFING SYSTEM REPLACEMENT AT THE

LANE COUNTY PUBLIC SERVICE BUILDING AND SHALL NOT BE USED FOR ANY OTHER PURPOSE WITHOUT THE EXPRESSED

WRITTEN CONSENT OF WJE.

EXISTING CONDITIONS

INFORMATION SHOWN THAT WAS USED IN DEVELOPMENT OF THE REPAIR DOCUMENTS HAS BEEN BASED UPON LIMITED VISUAL EXAMINATION

OF EXPOSED CONDITIONS. CONTRACTOR SHALL MEASURE AND FIELD VERIFY ALL NECESSARY AND REQUIRED DIMENSIONS AND

INFORMATION, AND SHALL DETERMINE ALL EXISTING CONDITIONS REQUIRED TO PERFORM WORK PRIOR TO PROCEEDING WITH THE WORK

OR FABRICATION OF COMPONENTS. CONTRACTOR SHALL REPORT ANY SIGNIFICANT VARIATIONS FROM THE DIMENSIONS AND CONDITIONS

SHOWN ON THESE DRAWINGS TO THE ARCHITECT/ENGINEER IN WRITING. CONTRACTOR PROCEEDING WITH WORK SHALL INDICATE THAT THE

CONTRACTOR HAS MEASURED AND VERIFIED ALL REQUIRED INFORMATION FOR ACCURACY. ANY CONCEALED CONDITIONS ADVERSELY

AFFECTING THE SPECIFIED WORK SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT/ENGINEER.

SUMMARY OF WORK

DESCRIPTION OF EXISTING STRUCTURE:

THE CURRENT PSB OPENED IN 1976 AND HAS SERVED AS THE COUNTY'S PRIMARY COMMUNITY SERVICE CENTER SINCE THAT TIME. THE PSB

CURRENTLY HOUSES THE COUNTY'S ADMINISTRATION, ASSESSMENT AND TAXATION, TECHNOLOGY SERVICES, FACILITIES SERVICES, HUMAN

RESOURCES, AND DEVELOPMENTAL DISABILITIES SERVICES, AS WELL AS TENANTS FROM CITY OF EUGENE ADMINISTRATION. IN ADDITION TO

THE PSB, THE SUBJECT ROOFING SYSTEM COVERS HARRIS HALL, BUILT IN 1958 AND EXTENSIVELY REMODELED IN 1978, WHICH PRIMARILY

SERVES AS THE MAIN MEETING HALL FOR THE BOARD OF COUNTY COMMISSIONERS AND, ON A TEMPORARY BASIS, THE EUGENE CITY

COUNCIL. THE SCOPE OF WORK INCLUDES THE UPPER PSB INCLUDING PENTHOUSE AND SMALL ROOF ON THE NORTH SIDE, THE LOWER PSB

INCLUDING PENTHOUSE, HARRIS HALL INCLUDING PENTHOUSE, THE LINK ROOF ADJACENT TO THE LOWER PSB AND HARRIS HALL, AND THE

CANOPY ROOF BETWEEN HARRIS HALL AND THE ADJACENT COURTHOUSE BUILDING.

THE PSB IS A TWO-STORY (PLUS BASEMENT) CAST-IN-PLACE CONCRETE STRUCTURE WITH AN INTEGRAL SLAB AND TWO-WAY JOIST WAFFLE

SLAB. THE BUILDING WAS REPORTEDLY LAST REROOFED IN 1997 USING BURKELINE HYPALON SHEET ROOFING MATERIAL AND WAS

WARRANTED FOR FIFTEEN YEARS OF SERVICE BY THE MANUFACTURER. THE SUBSTRATE FOR THE HARRIS HALL, CANOPY AND LINK ROOF

AREAS CONSISTS OF METAL DECKING. THE EXISTING INSULATION IS RIGID FOAM OF VARYING THICKNESS.

THERE ARE KALWALL TRANSLUCENT SANDWICH PANEL SKYLIGHTS ON THE ROOF, WHICH WERE INSTALLED IN 1997, HOWEVER THE COUNTY

HAS RECEIVED INFORMATION FROM THE MANUFACTURER THAT THESE EXISTING SKYLIGHTS PROVIDE OSHA-COMPLIANT FALL PROTECTION

FOR PERSONNEL. ADDITIONAL MECHANICAL PENETRATIONS WERE ADDED THROUGH THE EXISTING ROOFING OVER THE PAST SIX YEARS FOR

EQUIPMENT UPGRADES. THE COUNTY HAS EXPERIENCED LEAKAGE IN THESE AREAS DUE TO COMPATIBILITY ISSUES INSTALLED WITH THE

EXISTING HYPALON MEMBRANE. EXCESSIVE PONDING ALSO EXISTS THROUGHOUT THE ROOF AREAS DUE TO LOW SLOPE OF THE

STRUCTURAL SUBSTRATE.

A. THIS PROJECT WILL GENERALLY INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING ITEMS:

B. GENERAL

1. REMOVE AND DISPOSE OF EXISTING ROOFING MEMBRANE SYSTEM, INCLUDING BUT NOT LIMITED TO THE HYPALON MEMBRANE

AND FLASHINGS, RIGID INSULATION, ROOFING PLIES AND BITUMEN, RETROFIT DRAINS, SHEET METAL AND RELATED COMPONENTS

AND ACCESSORIES DOWN TO THE CONCRETE SUBSTRATE.

2. TEMPORARILY REMOVE EXISTING ROOF TOP MECHANICAL AND SMOKE VENT UNITS AS REQUIRED FOR INSTALLATION OF NEW

CURBS.

3. PROVIDE AND INSTALL NEW WOOD BLOCKING AS REQUIRED. AT PENTHOUSES WITH PRE-STRESS CONCRETE SLABS, LOCATE

TENDONS PRIOR TO INSTALLATION OF ANCHORS FOR WOOD BLOCKING.

4. PROVIDE AND INSTALL NEW SELF-ADHERED MEMBRANES, SHEET METAL COMPONENTS AND FLASHING, FASTENERS AND

SEALANTS, FOR WEATHER TIGHT INSTALLATION.

5. PROVIDE AND INSTALL NEW SCUPPERS, GUTTERS AND DOWNSPOUTS. WATER TEST GUTTERS AFTER WORK IS COMPLETE TO

ENSURE GUTTERS ARE WATERTIGHT AND HAVE POSITIVE SLOPE TO DOWNSPOUTS.

6. CONNECT DOWNSPOUTS TO EXISTING STORM DRAINS WHERE POSSIBLE. DOWNSPOUTS THAT DISCHARGE INTO COURTYARDS

SHALL BE ALLOWED WITHIN THE RESTRICTIONS OF LOCAL CODES AND WITH THE COUNTY'S WRITTEN APPROVAL.

7. PROVIDE AND INSTALL NEW PREMANUFACTURED CONDUIT AND DUCT SUPPORTS.

8. FURNISH AND INSTALL NEW ROOF HATCHES AS DESIGNATED ON THE DRAWINGS.

9. REMOVE ALL EXISTING DRAINS AND REPLACE WITH NEW DRAIN BODIES AND STRAINERS, INCLUDING ALL RELATED DRAIN

COMPONENTS FOR COMPLETE INSTALLATION.

10. AT LOCATIONS OF NEWLY RAISED EQUIPMENT CURBS OR SKYLIGHT CURBS, PANELS, NEW INTERIORS TO MATCH SURROUNDING

UNDISTURBED SUBSTRATES AND FINISHES.

11. AT PENTHOUSE WALLS, ROUT AND SEAL CRACKS IN THE WALLS (ALLOWANCE FOR 500 LINEAR FEET OF REPAIR).

C. UPPER AND LOWER PSB ROOFS

1. CLEAN AND PROPERLY PREPARE AS REQUIRED FOR INSTALLATION OF VAPOR RETARDER/AIR BARRIER/TEMPORARY ROOFING.

2. INSTALL TORCH APPLIED MODIFIED BITUMEN MEMBRANE AS VAPOR RETARDER / TEMPORARY ROOFING.

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.

October 16, 2019

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




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R

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Replacement

125 East 8th Avenue


Lane County


Department


125 East 8th Avenue


2018.5225

GM

October 16, 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


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

8. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.Pl

otte

d: 1

0/14

/201

9 9:

50 A

M b

y M

oy, G

loria

Fi

le N

ame:

p:\2

018\

2018

.5xx

x\20

18.5

225.

0 - l

ane

coun

ty p

ublic

serv

ice

build

ing

roof

(rcr

)\Dra

win

gs\S

heet

s\A

100

Roo

f Pla

n.dw

g


AT 24x36 (INCHES)

0 1/2" 1" 2"

Client

N

1

SCALE: 1/16" = 1'-0"

Site Plan

October 16, 2019

AutoCAD SHX Text

G

AutoCAD SHX Text

AA

AutoCAD SHX Text

BB

AutoCAD SHX Text

CC

AutoCAD SHX Text

DD

AutoCAD SHX Text

EE

AutoCAD SHX Text

FF

AutoCAD SHX Text

GG

AutoCAD SHX Text

HH

AutoCAD SHX Text

JJ

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

C

AutoCAD SHX Text

B

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

B

AutoCAD SHX Text

F

AutoCAD SHX Text

E

AutoCAD SHX Text

D

AutoCAD SHX Text

C

AutoCAD SHX Text

K

AutoCAD SHX Text

G

AutoCAD SHX Text

H

AutoCAD SHX Text

M

AutoCAD SHX Text

L

AutoCAD SHX Text

J

FRA

FRA

FRA

VS

RD

RD

RD

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

)

COURTYARD

COURTYARD

FRA

FRA

FRA

FRA

FRA

RD

RD

VS

VS

VS

VS

S

DS

RD

CANOPY

(SEE DETAIL 11 AND

13 / A500)

SD

SD

SD

SD

SD

RD

VS

LEGEND


FRA






DS



1 / A503 AND 1 / A507


SH



S


SD

SKYLIGHT WIND LOADING:

31.9 PSF WIND UPLIFT FORCE

9.6 PSF WIND DOWN FORCE

22 PSF SNOW LOAD

WIND: ZONE 2

SNOW: CONSIDERING THIS TO BE A LOW SLOPED ROOF

THAT DOES NOT CONSTRAIN RUNOFF.

GENERAL NOTES

1. HP AND LP ARE THE THICKNESS OF THE THERMAL

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




206.622.1441 tel | 206.622.0701 fax

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R

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Replacement

125 East 8th Avenue


Lane County


Department


125 East 8th Avenue


2018.5225

GM

October 16, 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


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

8. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.

Plot

ted:

10/

14/2

019

9:50

AM

by

Moy

, Glo

ria

File

Nam

e: p

:\201

8\20

18.5

xxx\

2018

.522

5.0

- lan

e co

unty

pub

lic se

rvic

e bu

ildin

g ro

of (r

cr)\D

raw

ings

\She

ets\

A10

1 En

larg

ed R

oof

Plan

.dw

g


AT 24x36 (INCHES)

0 1/2" 1" 2"

Client

1

SCALE: 1/8" = 1'-0"

Canopy, Harris Hall, and Link

N

October 16, 2019

FRA

FRA

FRA

FRA

FRA

FRA

FRA

RD

FRA

FRA

FRA

FRA

FRA

VS

VS

VS

RD

RD

DS

DS

DS

UPPER PUBLIC

SERVICE BUILDING

(SEE DETAIL 5 AND 2

/ A500)

PENTHOUSE

(SEE DETAIL 1 AND 2

/ A500)

CO

UR

TH

OU

SE

(N

.I.C

.)

SH

SH

SH

RD

S

S

SD

SD

RD

VS

LEGEND


FRA






DS



1 / A503 AND 1 / A507


SH



S


SD




22 PSF SNOW LOAD

WIND: ZONE 2



GENERAL NOTES























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




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R

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Replacement

125 East 8th Avenue


Lane County


Department


125 East 8th Avenue


2018.5225

GM

October 16, 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


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

8. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.

Plot

ted:

10/

14/2

019

9:50

AM

by

Moy

, Glo

ria

File

Nam

e: p

:\201

8\20

18.5

xxx\

2018

.522

5.0

- lan

e co

unty

pub

lic se

rvic

e bu

ildin

g ro

of (r

cr)\D

raw

ings

\She

ets\

A10

2 En

larg

ed R

oof

Plan

.dw

g


AT 24x36 (INCHES)

0 1/2" 1" 2"

Client

1SCALE: 1/8" = 1'-0"

Upper Public Services Building

N

October 16, 2019

FRAFRA

FRAFRA

FRA

FRA

FRA

FRA

FRA

FRA

FRA

FRA

FRA

FRA

FRA

FRAFRA

FRA

VS

VS

VS

RD

RD

RD

RD RD RDRD

RD

S S S S

S

LOWER PUBLIC

SERVICE BUILDING

(SEE DETAIL 1 AND 2

/ A500)

PENTHOUSE

(SEE DETAIL 5 AND 2

/ A500)

FRA

RD

SH

SHSH

S

S

SD

SD

SD

SD

SD

SD

SSS

RD

VS

LEGEND


FRA






DS



1 / A503 AND 1 / A507


SH



S


SD




22 PSF SNOW LOAD

WIND: ZONE 2



GENERAL NOTES























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




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R

E

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A

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O

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Replacement

125 East 8th Avenue


Lane County


Department


125 East 8th Avenue


2018.5225

GM

October 16, 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


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

8. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.

Plot

ted:

10/

14/2

019

9:50

AM

by

Moy

, Glo

ria

File

Nam

e: p

:\201

8\20

18.5

xxx\

2018

.522

5.0

- lan

e co

unty

pub

lic se

rvic

e bu

ildin

g ro

of (r

cr)\D

raw

ings

\She

ets\

A10

3 En

larg

ed R

oof

Plan

.dw

g


AT 24x36 (INCHES)

0 1/2" 1" 2"

Client

1

SCALE: 1/8" = 1'-0"

Lower Public Service

N

October 16, 2019

EXISTING CAST-IN-PLACE CONCRETE DECK

TWO LAYERS OF 2 IN.

POLYISOCYANURATE INSULATION

MOPPED IN ASPHALT TO BE REMOVED

TAPERED POLYISOCYANURATE

INSULATION MOPPED IN ASPHALT TO

BE REMOVED

FULLY ADHERED HYPALON MEMBRANE

TO BE REMOVED

VA

RIE

S

ROOFING PLY AND BITUMEN

EXISTING 1-1/2 IN. METAL DECK

TO REMAIN

1 IN. POLYISOCYANURATE BASE

INSULATION TO BE REMOVED

MECHANICALLY ATTACHED TAPERED

POLYISOCYANURATE INSULATION TO

BE REMOVED

MECHANICALLY ATTACHED HYPALON

MEMBRANE TO BE REMOVED

EXISTING 1-1/2 IN. METAL DECK

TO REMAIN

1 IN. POLYISOCYANURATE BASE

INSULATION TO BE REMOVED

MECHANICALLY ATTACHED TAPERED

POLYISOCYANURATE INSULATION TO

BE REMOVED

MECHANICALLY ATTACHED HYPALON

MEMBRANE TO BE REMOVED

EXISTING HOLLOW CORE PRECAST

CONCRETE DECK

TWO LAYERS OF 2 IN.


MOPPED IN ASPHALT TO BE REMOVED


INSULATION MOPPED IN ASPHALT TO

BE REMOVED

FULLY ADHERED HYPALON MEMBRANE

TO BE REMOVED

VA

RIE

S

TORCH APPLIED MODIFIED BITUMEN

COVER BOARD SET IN LOW RISE FOAM

ADHESIVE


BASE SHEET


GRANULATED CAP SHEET

TWO LAYERS OF 2 IN. POLYISOCYANURATE

INSULATION SET IN LOW RISE FOAM

ADHESIVE WITH STAGGERED JOINTS

EXISTING CONCRETE DECK CLEANED AND

PREPARED TO ACCEPT NEW VAPOR

RETARDER/TEMPORARY ROOF


VAPOR RETARDER/TEMPORARY ROOF



ADHESIVE


ADHESIVE


BASE SHEET






EXISTING METAL DECK



MECHANICALLY ATTACHED EXTERIOR

GRADE GYPSUM SUBSTRATE BOARD



ADHESIVE


NOTE:

FOR FLASHING NOTES,

SEE DETAIL 4 THIS SHEET

2" M

IN

.

8" M

IN

.

INSTALL PIPE EXTENSION IN VENT STACKS

SHORTER THAN 8 IN. ABOVE FINISHED ROOF

MEMBRANE

EXISTING VENT STACK < 8" FROM TOP OF

FINISHED MEMBRANE

WRAP VENT STACK WITH LEAD FLASHING

SHEET. TURN LEAD SHEET DOWN INSIDE

OF VENT STACK 2 IN. AND EXTEND 4 IN.

ONTO FIELD OF ROOF. ROUGHEN BOTH

SIDES OF SHEET WITH WIRE WHEEL PRIOR

TO PRIMING, SET LEAD SHEET IN MASTIC

TURN VAPOR RETARDER UP BASE OF VENT

STACK

BACKER ROD AND SEALANT IN JOINT

BETWEEN VENT STACK AND DECK

SE

E D

ET

AILS

2, 6, A

ND

8 T

HIS

S

HE

ET

TURN VAPOR RETARDER UP BASE OF VENT

STACK



2" M

IN

.

8" M

IN

.

CUT MEMBRANE CAP SHEET TIGHT TO

VENT STACK AND INSTALL COVE BEAD OF

SILICONE SEALANT AT LEADING EDGE

STRIP IN LEAD FLASHING WITH SMOOTH MOD.

BIT. STRIPPING PLY. CUT STRIPPING PLY

TIGHT TO VENT STACK AND EXTEND PAST

LEADING EDGES OF LEAD 4 IN. INTO FIELD

EXISTING VENT STACK >8" FROM TOP OF

FINISHED MEMBRANE

WRAP VENT STACK WITH LEAD FLASHING

SHEET. TURN LEAD SHEET DOWN INSIDE

OF VENT STACK 2 IN. AND EXTEND 4 IN.

ONTO FIELD OF ROOF. ROUGHEN BOTH

SIDES OF SHEET WITH WIRE WHEEL PRIOR

TO PRIMING, SET LEAD SHEET IN MASTIC

SE

E D

ET

AIL

S 2

, 6

, A

ND

8

T

HIS

S

HE

ET

TAPERED POLYISOCYANURATE INSULATION

SET IN LOW RISE FOAM ADHESIVE




EXISTING METAL DECK





COVER BOARD SET IN LOW RISE

FOAM ADHESIVE

REINFORCED, LIQUID-APPLIED PMMA

MEMBRANE


BASE SHEET

ONE LAYER OF 1/2 IN. MIN.

POLYISOCYANURATE INSULATION SET IN

LOW RISE FOAM ADHESIVE

EXISTING METAL DECK





TAPERED POLYISOCYANURATE INSULATION

SET IN LOW RISE FOAM ADHESIVE WITH

STAGGERED JOINTS

COVER BOARD SET IN LOW RISE

FOAM ADHESIVE

REINFORCED, LIQUID-APPLIED PMMA

MEMBRANE


BASE SHEET

EXISTING METAL DECK


ADHESIVE


BASE SHEET










ADHESIVE



SE

E D

ET

AIL

1

3 T

HIS

S

HE

ET

TURN VAPOR RETARDER ONTO

BASE OF DRAIN BODY

CUT BASE INSULATION TIGHT TO

DRAIN

CHAMFER EDGES OF COVER BOARD

TAPERED INSULATION SUMP, SLOPE 1/4 IN.

PER FOOT FROM TOP DRAIN FLANGE TO TOP

OF 1/2 IN. BASE INSULATION

PRIME 30 IN. SQ. LEAD FLASHING AND SET IN

MASTIC, STRIP-IN LEAD FLASHING WITH

REINFORCED LIQUID-APPLIED MEMBRANE,

EXTEND STRIPPING PLY 3 IN. PAST LEADING

EDGES OF LEAD

EXTEND MOD. BIT. BASE SHEET, LEAD

FLASHING SHEET, REINFORCED LIQUID

MEMBRANE, AND REINFORCED LIQUID

FLASHING MEMBRANE INTO DRAIN

BODY

REFER TO DRAWING MP101 AND MP102

FOR INFORMATION ON DRAIN AND PIPING

SE

E D

ET

AIL 12 T

HIS

S

HE

ET


BASE OF DRAIN BODY


DRAIN BODY



FLASHING SHEET, MOD. BIT. STRIPPING

PLY, MOD. BIT. CAP SHEET, AND

REINFORCED LIQUID FLASHING

MEMBRANE INTO DRAIN BODY



SMOOTH MOD. BIT. TARGET SHEET, EXTEND

STRIPPING PLY 3 IN. PAST LEADING EDGES

OF LEAD



OF 4 IN. BASE INSULATION ADJACENT TO

DRAIN SUMP. BASE INSULATION BELOW DRAIN

SUMP TO BE 3 IN. MIN.



SE

E D

ET

AIL

2

T

HIS

S

HE

ET


BASE OF DRAIN BODY


DRAIN BODY



FLASHING SHEET, MOD. BIT. STRIPPING

PLY, MOD. BIT. CAP SHEET, AND

REINFORCED LIQUID FLASHING

MEMBRANE INTO DRAIN BODY



SMOOTH MOD. BIT. TARGET SHEET, EXTEND

STRIPPING PLY 3 IN. PAST LEADING EDGES

OF LEAD



OF 4 IN. BASE INSULATION ADJACENT TO

DRAIN SUMP. BASE INSULATION BELOW DRAIN

SUMP TO BE 3 IN. MIN.

EXISTING CONCRETE DECK REFER TO DRAWING MP101 AND MP102


PATCH WITH NON-SHRINK GROUT




206.622.1441 tel | 206.622.0701 fax

www.wje.com


R

E

L

E

A

S

E

F

O

R

B

I

D

S



Replacement

125 East 8th Avenue


Lane County


Department


125 East 8th Avenue


2018.5225

GM

October 16, 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


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

8. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.

Plot

ted:

10/

14/2

019

9:51

AM

by

Moy

, Glo

ria

File

Nam

e: p

:\201

8\20

18.5

xxx\

2018

.522

5.0

- lan

e co

unty

pub

lic se

rvic

e bu

ildin

g ro

of (r

cr)\D

raw

ings

\She

ets\

A50

0 Ty

pica

lD

etai

ls.d

wg


AT 24x36 (INCHES)

0 1/2" 1" 2"

Client

1

SCALE: 3" = 1'-0"

Existing Roof System

Upper and Lower PSB

11

SCALE: 3" = 1'-0"


Harris Hall, Canopy, and Link Buildings

7

SCALE: 3" = 1'-0"


Harris Hall Penthouse

5SCALE: 3" = 1'-0"


Upper and Lower PSB Penthouses

2

SCALE: 3" = 1'-0"

New Roof System

Upper and Lower PSB

and Penthouses (SIM)

6SCALE: 3" = 1'-0"

New Roof System

Harris Hall and Link Building

9

SCALE: 3" = 1'-0"

Vent Stack - Low

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

October 16, 2019

CUT VAPOR RETARDER TIGHT TO PIPE, SEAL

LEADING EDGE TO BASE OF PIPE WITH MASTIC



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



FLASHING 6 IN. MIN. UP BASE OF PIPE.


MEMBRANE.

CUT VAPOR RETARDER TIGHT TO PIPE, SEAL


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


SEAL VAPOR RETARDER TO STEEL

GUARDRAIL SUPPORT POST

CUT ROOFING MEMBRANE TIGHT TO



FLASHING 6 IN. MIN. UP BASE OF GUARDRAIL

SUPPORT POST. EXTEND PMMA SYSTEM 8

IN. ONTO FIELD MEMBRANE.




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

WEAVE FIELD MEMBRANE WITH FLASHING

MEMBRANE. INSTALL THE BASE PLY, LAP

FLASHING BASE PLY 4 IN. ONTO THE FIELD BASE

PLY, LAP FIELD CAP SHEET OVER FLASHING

BASE PLY, AND FLASHING CAP SHEET OVER THE

FIELD CAP SHEET 4 IN. PAST LEADING EDGE.

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




206.622.1441 tel | 206.622.0701 fax

www.wje.com


R

E

L

E

A

S

E

F

O

R

B

I

D

S



Replacement

125 East 8th Avenue


Lane County


Department


125 East 8th Avenue


2018.5225

GM

October 16, 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


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

8. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.

Plot

ted:

10/

14/2

019

9:51

AM

by

Moy

, Glo

ria

File

Nam

e: p

:\201

8\20

18.5

xxx\

2018

.522

5.0

- lan

e co

unty

pub

lic se

rvic

e bu

ildin

g ro

of (r

cr)\D

raw

ings

\She

ets\

A50

1 Ty

pica

l Roo

fD

etai

ls.d

wg


AT 24x36 (INCHES)

0 1/2" 1" 2"

Client

1SCALE: 3" = 1'-0"

Pipe Penetration

2SCALE: 3" = 1'-0"

Fall Restraint Anchorage

3SCALE: 3" = 1'-0"

Guardrail Post

4SCALE: 3" = 1'-0"

Equipment Curb

5

SCALE: 3" = 1'-0"

Pipe Support

October 16, 2019

SE

E D

ET

AIL 4 S

HE

ET

A

500

12

1

4" 4"

EQ

EQ

EQ

EQ

EQ

WOOD BLOCKING TO PROVIDE SMOOTH TRANSITION

TO FIELD OF ROOF, RIP TOP TO MIN. SLOPE OF 1:12

.050 IN. PREFINISHED ALUMINUM SHEET METAL HOOK

STRIP FASTENED TO KNEE WALL AT 4 IN. O.C.,

STAGGERED, PROFILE TO INCLUDE 1/4 IN.

CONTINUOUS GROOVE BEAD CENTERED BETWEEN

FASCIA GROOVE BEADS

.050 IN. PREFINISHED ALUMINUM EDGE METAL

FLASHING SET IN BED OF SEALANT AND FASTENED

TO TOP OF WOOD BLOCKING AT 4 IN. O.C.,

STAGGERED, PROFILE TO INCLUDE TWO 1/4 IN.

CONTINUOUS GROOVE BEADS AT THIRD POINTS

WOOD FRAMED KNEE WALL WITH BATT INSULATION IN

STUD CAVITIES,

1

2

IN. PLYWOOD SHEATHING AT

OUTSIDE FACE, GYPSUM SHEATHING AT ROOF SIDE

EXTEND VAPOR RETARDER TO TOP OF INSULATION

REPLACE EXISTING BLOCKING, ANCHOR TO

SUBSTRATE, REPAIR SUBSTRATE AS NEEDED WITH

SIKA 212 NON-SHRINK GROUT TO ACCEPT ANCHORS

WOOD BLOCKING

SEALANT JOINT BETWEEN FASCIA DRIP EDGE AND

STONE WITH COTTON ROPE WEEPS AT 36 IN. O.C.

EXISTING STONE VENEER, INSULATION, AND

CONCRETE WALL TO REMAIN

INSTALL SELF ADHERED BITUMINOUS TRANSITION

MEMBRANE OVER FIELD BASE PLY, TURN DOWN

OUTSIDE FACE OF ROOF EDGE, EXTEND TO BOTTOM

LEADING EDGE OF HOOK STRIP

SE

E D

ET

AIL 6

S

HE

ET

A

50

0

SEE DETAIL 1 THIS SHEET FOR

EDGE FLASHING NOTES

REPLACE EXISTING BLOCKING, ANCHOR

TO SUBSTRATE, REPAIR SUBSTRATE AS

NEEDED WITH SIKA 212 NON-SHRINK

GROUT TO ACCEPT ANCHORS

ROOF EDGE AT LOCATIONS WHERE STEP DOWN TO COVER

EXISTING CONCRETE WALL TO REMAIN

SE

E D

ET

AIL 6

S

HE

ET

A

500


EDGE FLASHING NOTES

REPLACE EXISTING BLOCKING WITH 2X10,

CHAMFER TOP EDGE ON ROOF SIDE TO

PROVIDE SMOOTH TRANSITION FOR VAPOR

RETARDER, ANCHOR TO SUBSTRATE WITH

STAGGERED ANCHORS, REPAIR SUBSTRATE

AS NEEDED TO ACCEPT ANCHORS

EXISTING STANDING SEAM FASCIA,

INSULATION, AND CMU BLOCK WALL

TO REMAIN

.050 IN. GA PREFINISHED ALUMINUM

CLOSURE METAL FASTENED TO KNEEWALL

LAP SELF ADHERED TRANSITION

MEMBRANE OVER CLOSURE METAL

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


EXTERIOR GRADE GYP. BD. SHEATHING, FROM DECK

TO TOP OF FRAMED KNEEWALL

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:



4"4"

8" M

IN

.

4"

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

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"


BASE FLASHING NOTES



SE

E D

ET

AIL

6

S

HE

ET

A

50

0

4" 4"

8" M

IN

.

4"


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, INSTALL BUTYL TAPE BETWEEN

RECEIVER AND CONCRETE SURFACE






BASE PLY





FIELD OF THE ROOF

WHERE STEP TO ROOF EDGE IS GREATER THAN 1/2",

INSTALL EDGE STRIP AND COVER BOARD TO PROVIDE

SMOOTH TRANSITION

4"


EDGE FLASHING NOTES

4"

ROOF EDGE AT LOCATIONS WHERE STEP DOWN TO COVER

BOARD IS GREATER THAN 1/2 IN.

EXTEND FIELD BASE PLY TO OUTSIDE EDGE OF

WOOD BLOCKING

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




206.622.1441 tel | 206.622.0701 fax

www.wje.com


R

E

L

E

A

S

E

F

O

R

B

I

D

S



Replacement

125 East 8th Avenue


Lane County


Department


125 East 8th Avenue


2018.5225

Drawn By

October 16, 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


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

8. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.

Plot

ted:

10/

14/2

019

9:51

AM

by

Moy

, Glo

ria

File

Nam

e: p

:\201

8\20

18.5

xxx\

2018

.522

5.0

- lan

e co

unty

pub

lic se

rvic

e bu

ildin

g ro

of (r

cr)\D

raw

ings

\She

ets\

A50

2 H

arris

Hal

l Roo

fan

d Pe

ntho

use

Det

ails

.dw

g


AT 24x36 (INCHES)

0 1/2" 1" 2"

Client

1

SCALE: 3" = 1'-0"

Roof Edge at Stone Veneer

2

SCALE: 3" = 1'-0"

Roof Edge at Precast Facade

3

SCALE: 3" = 1'-0"

Roof Edge at Standing Seam Facade

4

SCALE: 3" = 1'-0"

Louver Penthouse at Louver Side

5

SCALE: 3" = 1'-0"

Louver Penthouse at Low Side

6

SCALE: 3" = 1'-0"

Base of Penthouse Wall

1A

SCALE: 3" = 1'-0"

Roof Edge

A502

1A

October 16, 2019

TURN VAPOR RETARDER UP BASE OF

BLOCKING TO HEIGHT OF INSULATION

SE

E D

ET

AIL

6

S

HE

ET

A

50

0

REPLACE EXISTING BLOCKING,

CHAMFER TOP EDGE ON ROOF SIDE TO

PROVIDE SMOOTH TRANSITION FOR

VAPOR RETARDER, ANCHOR TO

SUBSTRATE WITH STAGGERED

ANCHORS, REPAIR SUBSTRATE AS

NEEDED TO ACCEPT ANCHORS

CUT TWO PLY MOD. BIT. MEMBRANE TIGHT

TO CURB

FABRIC REINFORCED, LIQUID-APPLIED

FLASHING, 8 IN. ONTO FIELD OF ROOF AND

FULL HEIGHT OF CURB AND OVER NEW

S.S. FLASHING

BACKER ROD AND SEALANT

SEALANT OR PASTE AT CURB

22 GA. S.S. FLASHING SECURED TO WOOD

BLOCKING

8" MIN.

FU

LL

H

T.

NOTE:



ENCAPSULATE ANCHOR AND PERIMETER

EDGES OF SUPPORT PLATE WITH

SEALANT

NEW SKYLIGHT ASSEMBLY

SEE DETAIL 1 SHEET A502 FOR

EDGE FLASHING NOTES




EXISTING CONCRETE TO REMAIN

SE

E D

ET

AIL

2

S

HE

ET

A

50

0



MEMBRANE SKYLIGHT ALUMINUM

FLASHING

FLASHING PIECE PROVIDED BY THE

SKYLIGHT MANUFACTURER

REPLACE EXISTING MISCELLANEOUS BLOCKING

WITH 2X10, ANCHOR TO SUBSTRATE WITH

STAGGERED ANCHORS, REPAIR SUBSTRATE AS


EXISTING STANDING SEAM FASCIA, BLOCKING

AND STEEL FRAMING TO REMAIN





SE

E D

ET

AIL

6

S

HE

ET

A

50

0


EDGE FLASHING NOTES

TURN VAPOR RETARDER

UP BASE OF ROOF EDGE

BLOCKING TO HEIGHT OF

INSULATION

12

1

4" 4"

EQ

EQ

EQ

EQ

EQ

SE

E D

ET

AIL

6

S

HE

ET

A

50

0

TURN VAPOR RETARDER UP BASE OF BUILDING

WALL TO HEIGHT OF INSULATION

FABRIC REINFORCED LIQUID-APPLIED FLASHING,

EXTEND 6 IN. UP BASE OF BUILDING WALL AND 8 IN.

ONTO FIELD OF ROOF

EXISTING CMU BLOCK WALL AND COATING TO

REMAIN, ROUT AND SEAL CRACKS, AND REPAIR

COATING

6" M

IN

.

8" MIN.

REPOINT BED JOINT AT FORMER REGLET

CUT ROOFING MEMBRANE TIGHT TO BUILDING WALL

SEALANT OR PASTE AT BASE BUILDING WALL

SE

E D

ET

AIL 6 A

ND

8 S

HE

ET

A

500

TURN VAPOR RETARDER DOWN

OUTSIDE FACE OF WALL

WOOD BLOCKING ANCHORED TO WALL

CUT INSULATION TIGHT TO WOOD

BLOCKING

REPLACE CONDUCTOR HEAD AND

DOWNSPOUT WITH .050 IN. GA.

PREFINISHED ALUMINUM. PROFILES

TO MATCH EXISTING

DOWNSPOUT SUPPORTS AT 10' O.C.

MAX. AND 2 MIN. PER DOWNSPOUT.

SIDE OF SCUPPER AT

ROOF EDGE OPENING

WITH ROOFING

MEMBRANE LAPPED

OVER EDGES

TAPERED INSULATION SUMP WITH

1/2 IN. PER FOOT SLOPE

EXTEND FIELD BASE PLY DOWN

FACE OF WOOD BLOCKING AND LAP

ONTO VAPOR RETARDER

EXTEND STRIPPING PLY 4 IN. PAST

LEADING EDGE OF LIQUID-APPLIED

FLASHING ON ROOF SIDE AND TO EDGE

OF CONDUCTOR HEAD

EXTEND SCUPPER FLASHING CAP PLY

TO EDGE OF CONDUCTOR HEAD AND

SEAL LEADING EDGE

EXTEND COVER BOARD TO EDGE OF

WOOD BLOCKING, CHAMFER EDGE


FLASHING, 4 IN. PAST SCUPPER APRON TO

THE EDGE OF THE CONDUCTOR HEAD

REMOVEABLE .050 IN. PREFINISHED ALUMINUM

METAL CAP, INSTALL WITH TWO CONTINUOUS

BEADS OF SEALANT


BLOCKING WITH

1

2

IN. PLYWOOD SHEATHING AT ENDS

.050 IN. PREFINISHED ALUMINUM SHEET METAL HOOK

STRIP FASTENED TO BLOCKING AT 4 IN. O.C.,

STAGGERED

.050 IN. PREFINISHED ALUMINUM EDGE METAL

FLASHING FASTENED TO TOP OF WOOD BLOCKING AT

4 IN. O.C., STAGGERED, PROFILE TO INCLUDE TWO 1/4

IN. CONTINUOUS GROOVE BEADS AT THIRD POINTS


SELF ADHERING HIGH TEMPERATURE UNDERLAYMENT

OVER BLOCKING AND SKYLIGHT FLASHING

NOTE:





SEALANT OR PASTE AT BASE OF KNEEWALL

FU

LL H

T.

EXISTING WINDOW AND SILL FLASHING


FLASHING UP FULL HEIGHT OF KNEEWALL

SE

E D

ET

AIL 12, 12A

S

HE

ET

A

500

1/2 TO 1 IN.

GREATER THAN 1 IN.

W/2

W/2

1/4 IN.

1/4 TO 1/2 IN.

SEALANT CHART

1/4 IN.

1/4 IN.

DW




206.622.1441 tel | 206.622.0701 fax

www.wje.com


R

E

L

E

A

S

E

F

O

R

B

I

D

S



Replacement

125 East 8th Avenue


Lane County


Department


125 East 8th Avenue


2018.5225

GM

October 16, 2019

As Noted

LRM/RCR

Harris Hall and Link Roof

Details

A503

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


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

8. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.

Plot

ted:

10/

14/2

019

9:52

AM

by

Moy

, Glo

ria

File

Nam

e: p

:\201

8\20

18.5

xxx\

2018

.522

5.0

- lan

e co

unty

pub

lic se

rvic

e bu

ildin

g ro

of (r

cr)\D

raw

ings

\She

ets\

A50

3 C

anop

y an

d Li

nkR

oof D

etai

ls.d

wg


AT 24x36 (INCHES)

0 1/2" 1" 2"

Client

6

SCALE: 3" = 1'-0"

Detail at Skylight

5

SCALE: 3" = 1'-0"

Skylight at Parpret

2

SCALE: 3" = 1'-0"

Detail at Parapet

4

SCALE: 3" = 1'-0"

Detail at CMU Wall

1

SCALE: 3" = 1'-0"

Scupper Detail at Metal Deck

7

SCALE: 3" = 1'-0"

Detail at Skylight

3

SCALE: 3" = 1'-0"

Detail at Window

CRACK AND JOINT TREATMENT FOR WALLS

October 16, 2019

SE

E D

ET

AIL

S 1

2

AN

D 1

3 S

HE

ET

A

50

0

TURN VAPOR RETARDER UP BASE OF

BLOCKING TO HEIGHT OF INSULATION

LAP FABRIC REINFORCED, LIQUID APPLIED

MEMBRANE ONTO PRE-TREATED CLOSURE

METAL

PRE-TREAT 24 GA. STAINLESS STEEL CLOSURE

METAL WITH LIQUID APPLIED PMMA COATING,

RIVET TO EXISTING WINDOW SILL FLASHING,

LEAVE 1/8 IN. GAP BETWEEN 10 FT. LENGTHS

AND SPLICE TOGETHER WITH FABRIC

REINFORCED, LIQUID APPLIED FLASHING

APPROVED PASTE OR SEALANT BETWEEN

EDGE OF MEMBRANE AND COVER BOARD

SEALANT OR PASTE AT BASE OF WINDOW

WALL PRIOR TO INSTALLING PMMA

FU

LL

H

T.

EXISTING CLEARSTORY WINDOW



FULL HEIGHT OF WINDOW WALL

SE

E D

ET

AIL

1

2 S

HE

ET

A

50

0

EXTEND REINFORCED, LIQUID-APPLIED

PMMA MEMBRANE TO ROOF EDGE,

INSTALL CONTINUOUS SILICONE

SEALANT AT LEADING EDGE

LAP LIQUID-APPLIED REINDORCED

FLASHING 4 IN. MIN



EXTEND ALUMINUM SCUPPER

FLASHING CAP PLY TO EDGE OF

SHEET METAL EDGE FLASHING AND

SEAL LEADING EDGE

REPLACE OVERFLOW SCUPPER

WITH .050 IN. GA. PREFINISHED

ALUMINUM



WOOD BLOCKING BUILT-UP TO PROVIDE

SMOOTH TRANSITION FROM MEMBRANE

TO ROOF EDGE



ONTO VAPOR RETARDER



SE

E D

ET

AIL

S 1

3

SH

EE

T A

50

0

TURN VAPOR RETARDER UP BASE OF BLOCKING


LAP FABRIC REINFORCED, LIQUID APPLIED

MEMBRANE ONTO PRE-TREATED CLOSURE METAL

PRE-TREAT 24 GA. STAINLESS STEEL CLOSURE

METAL WITH LIQUID APPLIED PMMA COATING,

RIVET TO EXISTING WINDOW SILL FLASHING,

LEAVE 1/8 IN. GAP BETWEEN 10 FT. LENGTHS AND

SPLICE TOGETHER WITH FABRIC REINFORCED,

LIQUID APPLIED FLASHING

APPROVED PASTE OR SEALANT BETWEEN

EDGE OF MEMBRANE AND COVER BOARD

EXISTING FLASHING

SE

E D

ET

AIL 12 S

HE

ET

A

500

EXISTING SKYLIGHT TO REMAIN

EXISTING CURB TO REMAIN

SELF ADHERING HIGH TEMPERATURE

UNDERLAYMENT OVER BLOCKING ON TOP OF

WALL TURNED DOWN ONTO GLASS SURFACE

AND LIQUID-APPLIED PMMA MEMBRANE


PMMA MEMBRANE TO CURB EDGE

TURN VAPOR RETARDER UP BASE OF ROOF

EDGE BLOCKING TO HEIGHT OF INSULATION


NEW 0.05" ALUMINUM SHEET METAL COVER

SECURED AT 12" O.C. WITH INTEGRAL

SEALING WASHERS

CONTINUOUS SEALANT BEAD

12

1

4" 4"


WITH 2X10, ANCHOR TO SUBSTRATE WITH

STAGGERED ANCHORS, REPAIR SUBSTRATE AS


EXISTING STANDING SEAM FASCIA, BLOCKING

AND STEEL FRAMING TO REMAIN



WOOD BLOCKING BUILT-UP TO PROVIDE SMOOTH

TRANSITION FROM MEMBRANE TO ROOF EDGE



SE

E D

ET

AIL

S 1

2 A

ND

13

S

HE

ET

A

50

0


EDGE FLASHING NOTES

EXTEND REINFORCED, LIQUID-APPLIED PMMA

MEMBRANE TO ROOF EDGE, INSTALL CONTINUOUS

SILICONE SEALANT AT LEADING EDGE

TURN VAPOR RETARDER

UP BASE OF ROOF EDGE

BLOCKING TO HEIGHT OF

INSULATION

SE

E D

ET

AIL

1

2

SH

EE

T A

50

0

TURN VAPOR RETARDER UP BASE

OF ROOF EDGE BLOCKING TO

HEIGHT OF INSULATION

REPLACE EXISTING MISCELLANEOUS

BLOCKING WITH 2X10, ANCHOR TO

SUBSTRATE WITH STAGGERED ANCHORS,

REPAIR SUBSTRATE AS NEEDED TO

ACCEPT ANCHORS

EXISTING STANDING SEAM FASCIA,

BLOCKING AND STEEL FRAMING TO

REMAIN


MEMBRANE 2" MIN. OVER CLOSURE METAL



TO ROOF EDGE



CUT INSULATION TIGHT TO SHEATHING

EXTEND ALUMINUM GUTTER FLASHING

CAP PLY TO EDGE OF SHEET METAL

EDGE FLASHING AND SEAL LEADING

EDGE

REPLACE GUTTER AND DOWNSPOUTS

WITH 24 GA. PREFINISHED ALUMINUM,

PROFILES TO MATCH EXISTING. GUTTER

SUPPORTS AT 24 IN. O.C.

GUTTER SPACER INSTALLED

BETWEEN GUTTER BRACKETS AT 24

IN. O.C.

TAPERED INSULATION












206.622.1441 tel | 206.622.0701 fax

www.wje.com


R

E

L

E

A

S

E

F

O

R

B

I

D

S



Replacement

125 East 8th Avenue


Lane County


Department


125 East 8th Avenue


2018.5225

GM

October 16, 2019

As Noted

LRM/RCR

Canopy and Link Roof

Details

A504

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


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

9. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.

Plot

ted:

10/

14/2

019

9:52

AM

by

Moy

, Glo

ria

File

Nam

e: p

:\201

8\20

18.5

xxx\

2018

.522

5.0

- lan

e co

unty

pub

lic se

rvic

e bu

ildin

g ro

of (r

cr)\D

raw

ings

\She

ets\

A50

4 C

anop

y an

d Li

nkR

oof D

etai

ls.d

wg


AT 24x36 (INCHES)

0 1/2" 1" 2"

Client

5

SCALE: 3" = 1'-0"

Detail at Clerestory

NOTE: FIELD MOCK UP OF THIS DETAIL

REQUIRED PRIOR TO FULL INSTALLATION

5

SCALE: 3" = 1'-0"

Detail at Clerestory

3SCALE: 3" = 1'-0"

Detail at Scupper

7SCALE: 3" = 1'-0"

Detail at Stone Masonry Wall



6

SCALE: 3" = 1'-0"

Detail at Skylight

1SCALE: 3" = 1'-0"

Detail at Parapet

2SCALE: 3" = 1'-0"

Detail at Gutter

October 16, 2019

SE

E D

ET

AIL 2 S

HE

ET

A

50

0

WITH STAGGERED ANCHORS, REPAIR SUBSTRATE


NOTE:



CONTINUOUS BEADS OF BUTYL SEALANT BETWEEN

STEEL FRAME AND SHEATHING/CONCRETE.


UNDERLAYMENT OVER KNEEWALL AND 3 COURSE

SEAL

24 GA. PREFINISHED ALUMINUM PAN FLASHING

COATED WITH PMMA WITH INTEGRAL RECEIVER

4" 4"

4" M

IN

.




WITH 3-COURSE SEAL

24 GA. PREFINISHED ALUMINUM COUNTER FLASHING

SET IN RECEIVER FASTENED 12 IN. O.C.








FIELD OF THE ROOF

REMOVE EXISTING FRAMING, INSTALL METAL STUD

KNEEWALL WITH BATT INSULATION

TURN VAPOR RETARDER UP BASE OF KNEE WALL TO







BASE PLY

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.

8

" M

IN

.

TWO LAYERS OF 2 IN.



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


WITH STAGGERED ANCHORS, REPAIR SUBSTRATE

AS NEEDED TO ACCEPT ANCHORS

4"

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


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


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



ADHESIVE

SE

E D

ET

AIL

2

S

HE

ET

A

50

0



SLOPED CURB LOWER PSB MAIN ROOFSKYLIGHT

SELF ADHERING HIGH TEMPERATURE UNDERLAYMENT

OVER BLOCKING AND SKYLIGHT FLASHING




NOTE:



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

4"4"

8" M

IN

.

4"

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



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



SE

E D

ET

AIL

2

S

HE

ET

A

50

0

EXISTING BLOCKING TO REMAIN



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


MEMBRANE OVER CLOSURE METAL AND

SKYLIGHT ALUMINUM FLASHING

SE

E D

ET

AIL

2

S

HE

ET

A

50

0


4" M

IN

.

NOTE:



CONTINUOUS BEADS OF BUTYL

SEALANT BETWEEN STEEL FRAME

AND SHEATHING/CONCRETE.

4" 4"

REMOVE EXISTING FRAMING, INSTALL METAL STUD

KNEEWALL WITH BATT INSULATION AND AIR BARRIER








BASE PLY





FIELD OF THE ROOF




WITH 3-COURSE SEAL

2-PIECE 24 GA. PREFINISHED GALVANIZED SLIP

METAL COUNTERFLASHING



REMOVE AND REINSTALL EXISTING SMOKE VENT ON

NEW CURB




206.622.1441 tel | 206.622.0701 fax

www.wje.com


R

E

L

E

A

S

E

F

O

R

B

I

D

S



Replacement

125 East 8th Avenue


Lane County


Department


125 East 8th Avenue


2018.5225

GM

October 16, 2019

As Noted

LRM/RCR


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


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

8. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.

Plot

ted:

10/

14/2

019

9:52

AM

by

Moy

, Glo

ria

File

Nam

e: p

:\201

8\20

18.5

xxx\

2018

.522

5.0

- lan

e co

unty

pub

lic se

rvic

e bu

ildin

g ro

of (r

cr)\D

raw

ings

\She

ets\

A50

4 Lo

wer

Pub

licSe

rvic

e B

uild

ing

Roo

f and

Pen

thou

se D

etai

ls.d

wg


AT 24x36 (INCHES)

0 1/2" 1" 2"

Client

5

SCALE: 3" = 1'-0"

Detail at Curb

4

SCALE: 3" = 1'-0"

Adjoining Roof

1

SCALE: 3" = 1'-0"

Skylight at Main Roof and Adjoining Roof

2

SCALE: 3" = 1'-0"

Skylight at Penthouse

3

SCALE: 3" = 1'-0"

Parapet at Skylight

6

SCALE: 3" = 1'-0"

Detail at Smoke Vent

October 16, 2019


OF CONCRETE TO HEIGHT OF

INSULATION

REMOVE METAL PANEL TO INSTALL

22 GA S.S. SILL PAN. SET SILL PAN

FASTENED 6 IN. O.C. WITH

SOLDERED END DAMS AND PMMA

LIQUID FLASHING. REINSTALL

LOUVER AFTER SILL PAN AND

PMMA INSTALLATION

INSTALL FABRIC REINFORCED, LIQUID

APPLIED MEMBRANE UP THE

CONCRETE CURB AND ONTO THE TOP

OF THE CURB. TURN UP ON SIDES OF

ROUGH OPENING A MINIMUM OF 6 IN.

AND 8 IN. ONTO FIELD MEMBRANE.

SEE DETAIL 2A / A506

8" MIN.

SE

E D

ET

AIL

2

S

HE

ET

A

50

0


FLASHING, 8 IN. ONTO FIELD OF ROOF

2"

2"

CHIP, SANDBLAST AND AIRBLAST EXPOSED

CONCRETE SURFACES WITHIN PATCH AREA

INCLUDING SAW CUT EDGES

1 1/2" C

LR

4" V

.I.F

.

SUPPLEMENTAL #4 EPOXY COATED

REINFORCING BAR SET IN EPOXY

WITH MIN 4" EMBED. NUMBER AND

PLACEMENT TO BE DETERMINED

BY ENGINEER (TYP)

REMOVE ABANDONED DRAIN AND PIPING

FORM AND POUR AND REPAIR CONCRETE

FLUSH WITH EXIST CONCRETE UNLESS

OTHERWISE DIRECTED BY ENGINEER

4" MIN 4" MIN

SE

E D

ET

AIL 2 S

HE

ET

A

500





8" MIN.

FU

LL

HE

IG

HT

SE

E D

ET

AIL

2

S

HE

ET

A

50

0

TURN VAPOR RETARDER UP FULL

HEIGHT OF BLOCKING


FLASHING UP BASE OF WALL. EXTEND

PMMA SYSTEM 8 IN. ONTO FIELD

MEMBRANE.


EXISTING SHEET METAL CAP

EXISTING SHEET METAL PANEL



REMOVE EXISTING METAL PANEL SECTION

DOWN TO SLAB LEVEL IN THIS AREA

EXISTING 1

3

4

" EXTRUDED

POLYSTYRENE INSULATION

EXISTING I-SECTION FIN

1

1

2

" LAYER OF POLYISOCYANURATE


ADHESIVE

EXISTING METAL DECK

CONTINUOUS TORCH APPLIED

MODIFIED BITUMEN VAPOR


MECHANICALLY ATTACHED

GYPSUM SUBSTRATE BOARD,

CHAMFER EDGES

2" BASE LAYER OF



SE

E D

ET

AIL

2

S

HE

ET

A

50

0

2" MIN.



INSULATION

SE

E D

ET

AIL

2

S

HE

ET

A

50

0

INSTALL FABRIC REINFORCED, LIQUID

APPLIED MEMBRANE UP THE CURB AND

INTO OPENING ON TOP OF CURB AND SILL

PAN. TURN UP ON SIDES OF ROUGH

OPENING AND FRAME MIN. OF 4 IN. AND 8

IN. ONTO FIELD MEMBRANE.

REMOVE THRESHOLD TO INSTALL

LIQUID-APPLIED FLASHING. REINSTALL

THRESHOLD WITH 3 CONTINUOUS BEADS

OF BUTYL SEALANT

INSTALL SEALANT AT FRAME PERIMETER

PRIOR TO LIQUID-APPLIED FLASHING

6"

8" MIN.

SEALANT OR PASTE AT BASE OF

CURB AND AT ALL TRANSITIONS

FOR PMMA TO OTHER SURFACES

22 GA. S.S. SILL PAN FASTENED 6 IN.

O.C. WITH SOLDERED END DAMS

EXISTING DOOR AND FRAME

3

"

L

A

P

M

I

N

.

6" M

IN

.

6

"

M

I

N

.

8

"

M

I

N

PAN FLASHING

SECURED AT

6 IN. O.C.

PMMA

3

"

L

A

P

M

I

N

.

4" M

IN

.

6

"

M

I

N

.

8

"

M

I

N

PAN FLASHING

SECURED AT

6 IN. O.C.

SEALANT AT

THRESHOLD

SEALANT AT

FRAME

PERIMETER

PMMA

SEALANT AT

THRESHOLD

PERIMETER

NEW BACKER

ROD AND

SEALANT




206.622.1441 tel | 206.622.0701 fax

www.wje.com


R

E

L

E

A

S

E

F

O

R

B

I

D

S



Replacement

125 East 8th Avenue


Lane County


Department


125 East 8th Avenue


2018.5225

GM

October 16, 2019

As Noted

LRM/RCR


Building Roof and

Penthouse Details

A506

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


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

9. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.

Plot

ted:

10/

14/2

019

9:53

AM

by

Moy

, Glo

ria

File

Nam

e: p

:\201

8\20

18.5

xxx\

2018

.522

5.0

- lan

e co

unty

pub

lic se

rvic

e bu

ildin

g ro

of (r

cr)\D

raw

ings

\She

ets\

A50

5 Lo

uver

Det

ails

.dw

g


AT 24x36 (INCHES)

0 1/2" 1" 2"

Client

2

SCALE: 3" = 1'-0"

Detail at Metal Panel



5SCALE: 3" = 1'-0"

Abandoned Drain Detail

3

SCALE: 3" = 1'-0"

Detail at Fin Wall

4

SCALE: 3" = 1'-0"

Detail at Infill

1

SCALE: 3" = 1'-0"

Door Detail



2A

SCALE: N.T.S.

Opening Detail

1A

SCALE: N.T.S.

Door

Opening Detail

October 16, 2019

SE

E D

ET

AIL

2

S

HE

ET

A

50

0

4"

8" M

IN

.


4" 4"






BASE PLY





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 RECEIVER WITH SPRING

LOCK SET IN REGLET WITH LEAD WEDGES, 12 IN. O.C.

BACKER ROD, AND SEALANT


OUTSIDE FACE OF SLAB

WOOD BLOCKING ANCHORED TO SLAB


BLOCKING

CONDUCTOR HEAD .050 IN. GA.

PREFINISHED ALUMINUM.

DOWNSPOUT WITH .050 IN. GA.

PREFINISHED ALUMINUM. PROFILES TO

MATCH EXISTING WITH SUPPORTS AT 10'

O.C. MAX AND 2 MIN. PER DOWNSPOUT

SE

E D

ET

AIL

2

S

HE

ET

A

50

0

SIDE OF SCUPPER AT

ROOF EDGE OPENING

WITH ROOFING

MEMBRANE LAPPED

OVER EDGES

TAPERED INSULATION SUMP WITH

1/2 IN. PER FOOT SLOPE



ONTO VAPOR RETARDER

EXTEND STRIPPING PLY 4 IN. PAST

LEADING EDGE OF LIQUID-APPLIED

FLASHING ON ROOF SIDE AND TO EDGE

OF CONDUCTOR HEAD



SEAL LEADING EDGE




FLASHING, 4 IN. PAST SCUPPER APRON TO

THE EDGE OF THE CONDUCTOR HEAD

SE

E D

ET

AIL 2 S

HE

ET

A

500

SE

E D

ET

AIL 2 S

HE

ET

A

500

8" MIN.

TURN VAPOR RETARDER UP BASE OF CONCRETE


INSTALL FABRIC REINFORCED, LIQUID APPLIED

MEMBRANE UP THE CURB AND INTO OPENING ON

TOP OF CURB AND SILL PAN. TURN UP ON SIDES

OF ROUGH OPENING AND FRAME MIN. OF 4 IN.

AND 8 IN. ONTO FIELD MEMBRANE.

REMOVE THRESHOLD TO INSTALL LIQUID-APPLIED

FLASHING. REINSTALL THRESHOLD WITH 3

CONTINUOUS BEADS OF BUTYL SEALANT

INSTALL SEALANT AT FRAME PERIMETER PRIOR

TO LIQUID-APPLIED FLASHING

22 GA. S.S. SILL PAN FASTENED 6 IN. O.C. WITH

SOLDERED END DAMS

EXISTING DOOR AND FRAME




SEE DETAIL 1 SHEETA502 FOR

EDGE FLASHING NOTES





SE

E D

ET

AIL

2

S

HE

ET

A

50

0

SE

E D

ET

AIL

2

S

HE

ET

A

50

0

4"4"



WOOD BLOCKING ANCHORED TO WALL


BLOCKING

TAPERED INSULATION



ONTO VAPOR RETARDER

EXTEND FIELD CAP PLY TO LEADING

EDGE OF CONDUCTOR HEAD APRON

STRIP IN ALUMINUM SHEET METAL

FLASHING, EXTEND STRIPPING PLY 4 IN.

PAST LEADING EDGE OF FLASHING ON

ROOF SIDE AND TO EDGE OF THE ROOF

EXTEND CAP PLY TO EDGE OF SHEET

METAL EDGE FLASHING AND SEAL

LEADING EDGE



REPLACE GUTTER AND DOWNSPOUTS

WITH 24 GA. PREFINISHED ALUMINUM,

PROFILES TO MATCH EXISTING. 1 IN. X

1

8

IN. GUTTER SUPPORTS AT 24 IN. O.C.

GUTTER SPACER INSTALLED BETWEEN

GUTTER BRACKETS AT 24 IN. O.C.





INSULATION

INSTALL FABRIC REINFORCED,

LIQUID APPLIED MEMBRANE UP THE

WOOD BLOCKING AND INTO

OPENING ON TOP OF CURB AND

SILL PAN. TURN UP ON SIDES OF

ROUGH OPENING A MINIMUM OF 6

IN. AND 8 IN. ONTO FIELD

MEMBRANE. SEE DETAIL 2A / A506

8" MIN.

SE

E D

ET

AIL

2

S

HE

ET

A

50

0


O.C. WITH SOLDERED END DAMS

WOOD BLOCKING ANCHORED TO

SLAB AND BUILT UP TO RAISE

FLASHING HEIGHT

NEW LOUVER, REFER TO MP

DRAWINGS




SE

E D

ET

AIL

2

S

HE

ET

A

50

0



TO ROOF EDGE



TAPERED INSULATION SUMP WITH BASE

INSULATION BELOW DRAIN SUMP TO BE

3 IN. MIN.



ONTO VAPOR RETARDER

REPLACE OVERFLOW SCUPPER

WITH .050 IN. GA. PREFINISHED

ALUMINUM

EXTEND ALUMINUM SCUPPER

FLASHING CAP PLY TO EDGE OF

SHEET METAL EDGE FLASHING AND

SEAL LEADING EDGE







SEAL LEADING EDGE




206.622.1441 tel | 206.622.0701 fax

www.wje.com


R

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Replacement

125 East 8th Avenue


Lane County


Department


125 East 8th Avenue


2018.5225

GM

October 16, 2019

As Noted

LRM/RCR

Lower and Upper Public

Service Building Detail

A507

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


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

8. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.

Plot

ted:

10/

14/2

019

9:53

AM

by

Moy

, Glo

ria

File

Nam

e: p

:\201

8\20

18.5

xxx\

2018

.522

5.0

- lan

e co

unty

pub

lic se

rvic

e bu

ildin

g ro

of (r

cr)\D

raw

ings

\She

ets\

A50

5 Lo

wer

and

Upp

er P

ublic

Ser

vice

Bui

ldin

g.dw

g


AT 24x36 (INCHES)

0 1/2" 1" 2"

Client

5

SCALE: 3" = 1'-0"

Detail at Concrete Wall

1

SCALE: 3" = 1'-0"

Scupper Detail

6

SCALE: 2 113/128" = 1'-0"

Detail at Door



4

SCALE: 3" = 1'-0"

Parapet Detail

3

SCALE: 3" = 1'-0"

Gutter Detail

7

SCALE: 3" = 1'-0"

Detail at Louver



2

SCALE: 3" = 1'-0"

Scupper Detail

October 16, 2019

SE

E D

ET

AIL

2

S

HE

ET

A

50

0

8" MIN.

NOTE:




TO KNEEWALL




S.S. FLASHING




EXISTING KNEEWALL TO REMAIN

22 GA. S.S. FLASHING SECURED TO

KNEEWALL

SE

E D

ET

AIL

2

S

HE

ET

A

50

0


TO KNEEWALL




S.S. FLASHING




8" MIN.

EXISTING KNEEWALL TO REMAIN

NOTE:



22 GA. S.S. FLASHING SECURED TO

KNEEWALL

ENCAPSULATE ANCHOR AND PERIMETER

EDGES OF SUPPORT PLATE WITH

SEALANT

EXISTING SMOKE VENT TO BE

REMOVED AND REINSTALLED

WITH NEW ROOFING

COMPONENTS

REMOVE SMOKE VENT TO INSTALL SELF

ADHERING HIGH TEMPERATURE UNDERLAYMENT

OVER CURB AND ONTO SKYLIGHT FLASHING

EXISTING SMOKE VENT

INSTALL STAINLESS STEEL STRIP AT TOP OF CURB

FASTENED TO EACH STUD

ALUMINUM PANEL

24 GA. ALUMINUM COUNTER FLASHING

NOTE:



SE

E D

ET

AIL 2 S

HE

ET

A

500

8" M

IN

.

NOTE:




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

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.




SELF ADHERING HIGH TEMPERATURE UNDERLAYMENT OVER

KNEEWALL AND 3 COURSE SEAL

24 GA. PREFINISHED ALUMINUM PAN FLASHING COATED WITH

PMMA WITH INTEGRAL RECEIVER

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

6" M

IN

. P

MM

A

8" MIN.

TURN VAPOR RETARDER UP FULL

HEIGHT OF BLOCKING


FLASHING UP BASE OF EQUIPMENT CURB.


MEMBRANE.


EXISTING SHEET METAL CAP TO REMAIN IN

PLACE

EXISTING BLOCKING

EXISTING PRE-ENGINEERED ISOLATED

BASE TO REMAIN IN PLACE



LIQUID APPLIED MEMBRANE UP THE




INSULATION

EXISTING WINDOW AND SILL

FLASHING


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







206.622.1441 tel | 206.622.0701 fax

www.wje.com


R

E

L

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A

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E

F

O

R

B

I

D

S



Replacement

125 East 8th Avenue


Lane County


Department


125 East 8th Avenue


2018.5225

GM

October 16, 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


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

8. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.

Plot

ted:

10/

14/2

019

9:53

AM

by

Moy

, Glo

ria

File

Nam

e: p

:\201

8\20

18.5

xxx\

2018

.522

5.0

- lan

e co

unty

pub

lic se

rvic

e bu

ildin

g ro

of (r

cr)\D

raw

ings

\She

ets\

A50

6 U

pper

Pub

licSe

rvic

e B

uild

ing

Det

ails

.dw

g


AT 24x36 (INCHES)

0 1/2" 1" 2"

Client

3

SCALE: 3" = 1'-0"

Curb at Skylight



2

SCALE: 3" = 1'-0"

Curb at Skylight



5

SCALE: 3" = 1'-0"

Skylight and Smoke Vent



6

SCALE: 3" = 1'-0"

Curb at Skylight



1

SCALE: 3" = 1'-0"

Equipment Curb

4

SCALE: 3" = 1'-0"

Window Detail

October 16, 2019

NEW SKYLIGHT

ASSEMBLY

REMOVABLE CAP

NEW AREA DIVIDER

EXISTING MEMBRANE

PULLED BACK TO

APPLY PMMA

REMOVABLE CAP

NEW AREA DIVIDER

ADHESION TO HYPALON PRIOR TO FULL INSTALLATION

EXISTING ROOFING MEMBRANE

NEW ROOFING MEMBRANE

NEW PMMA MEMBRANE

NEW SELF-ADHERED MEMBRANE

ALTERNATE: CONTRACTOR MAY USE PMMA LIQUID

FLASHING AT NO COST TO CONTRACT, BUT MUST TEST FOR

ADHESION TO HYPALON PRIOR TO FULL INSTALLATION


.050 IN. GA. PREFINISHED ALUMINUM


8

" M

IN

.

4" M

IN

.

WOOD BLOCKING AREA DIVIDER WITH 2X6 MIN.

WOOD NAILER ATTACHED TO SUBSTRATE.

THICKNESS TO MATCH INSULATION

REMOVABLE .050 IN. PREFINISHED

ALUMINUM METAL CAP

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

4" 4"


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

PLAN VIEW

NEW SKYLIGHT

ASSEMBLY:

METAL PANEL

BRIDGE:

EXISTING TO

REMAIN

COURTHOUSE:

LIQUID APPLIED

UPPER PSB:

LIQUID APPLIED


ALUMINUM METAL CAP

INSTALL 6 IN. WIDE 24 GA. STAINLESS

STEEL STRIP AT TOP OF CURB

FASTENED TO EACH STUD


UNDERLAYMENT OVER EXISTING

MEMBRANE AND SKYLIGHT FLASHING

ALUMINUM PANEL

EXISTING ROOFING SYSTEM

24 GA. ALUMINUM COUNTER FLASHING

NOTE:



EXISTING WALL ASSEMBLY, ADDITIONAL

SUPPORT FOR SKYLIGHT TO BE

DETERMINED BY ENGINEER (TYP)




EXISTING WALL ASSEMBLY, ADDITIONAL

SUPPORT FOR SKYLIGHT TO BE

DETERMINED BY ENGINEER (TYP)


ALUMINUM METAL CAP


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:








206.622.1441 tel | 206.622.0701 fax

www.wje.com


R

E

L

E

A

S

E

F

O

R

B

I

D

S



Replacement

125 East 8th Avenue


Lane County


Department


125 East 8th Avenue


2018.5225

GM

October 16, 2019

As Noted

LRM/RCR


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


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

9. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.

Plot

ted:

10/

14/2

019

9:53

AM

by

Moy

, Glo

ria

File

Nam

e: p

:\201

8\20

18.5

xxx\

2018

.522

5.0

- lan

e co

unty

pub

lic se

rvic

e bu

ildin

g ro

of (r

cr)\D

raw

ings

\She

ets\

A50

8 U

pper

Pub

licSe

rvic

e B

uild

ing

Det

ails

.dw

g


AT 24x36 (INCHES)

0 1/2" 1" 2"

Client

4SCALE: N.T.S.

Courthouse to Upper PSB Bridge

5

SCALE: N.T.S.

Courthouse to Upper PSB Bridge

1SCALE: 3" = 1'-0"

Area Divider

A509

1

A509

1

A508

6

3

SCALE: 3" = 1'-0"

Skylight at Bridge

2

SCALE: 3" = 1'-0"

Curb at Skylight

A509

3

A509

3

October 16, 2019

1 B B22 VULCRAFT METAL

DECK OR APPROVED EQUAL

CONTINUOUS TORCH APPLIED

MODIFIED BITUMEN VAPOR


MECHANICALLY ATTACHED GYPSUM

SUBSTRATE BOARD

2" BASE LAYER OF POLYISOCYANURATE


ADHESIVE

SE

E D

ET

AIL 2 S

HE

ET

A

500

2

1

2

" x 2

1

2

" x

1

4

"

SEE DETAIL 1 SHEETA502 FOR

EDGE FLASHING NOTES

5

8

" DIA. THREADED ROD 12"

O.C. WITH NUT AND

WASHER SET IN ADHESIVE

3

1

2

" MIN.

ATTACH DECKING TO

ANCHORS WITH

PUDDLE WELDS AT

EACH TROUGH

FULLY GROUTED CMU, V.I.F.

SE

E D

ET

AIL

2

S

HE

ET

A

50

0

STRUCTURAL

REINFORCEMENT

TO REMAIN





4"4"


EDGE FLASHING NOTES

12

4"4"


EDGE FLASHING NOTES




EXISTING STANDING SEAM FACING TO REMAIN

SE

E D

ET

AIL

2

S

HE

ET

A

50

0




8

" M

IN

.

4" M

IN

.

PREFABRICATED, GALVANIZED, INSULATED

CURBS ATTACHED TO BLOCKING

REMOVE EXISTING ROOF HATCH AND INSTALL

NEW ROOF HATCH ON NEW CURB, SIZE TO

MATCH EXISTING OPENING

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. FOR INSTALLATION

OF WOOD BLOCKING ANCHORED TO

PRE-STRESS CONCRETE SECTIONS,

TENSIONING STRANDS MUST BE LOCATED

BEFORE DRILLING INTO CONCRETE TO AVOID

DAMAGE TO TENDONS OR REINFORCING

STEEL.

NEW WOOD BLOCKING

SE

E D

ET

AIL

2 S

HE

ET

A

50

0

NOTE:








BASE PLY





FIELD OF THE ROOF

CUT ROOFING MEMBRANE TIGHT TO TANK

HATCH


FLASHING FULL HEIGHT UP BASE OF TANK.


MEMBRANE.




SE

E D

ET

AIL 2 S

HE

ET

A

500

FU

LL H

EIG

HT

8" MIN.

EXISTING TANK HATCH

SEALANT OR PASTE AT BASE OF TANK

SEAL VAPOR RETARDER TO STEEL





206.622.1441 tel | 206.622.0701 fax

www.wje.com


R

E

L

E

A

S

E

F

O

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B

I

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Replacement

125 East 8th Avenue


Lane County


Department


125 East 8th Avenue


2018.5225

GM

October 16, 2019

As Noted

LRM/RCR


Building Details

A510

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


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

8. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.

Plot

ted:

10/

14/2

019

9:54

AM

by

Moy

, Glo

ria

File

Nam

e: p

:\201

8\20

18.5

xxx\

2018

.522

5.0

- lan

e co

unty

pub

lic se

rvic

e bu

ildin

g ro

of (r

cr)\D

raw

ings

\She

ets\

A50

7 U

pper

Pub

licSe

rvic

e B

uild

ing

Det

ails

.dw

g


AT 24x36 (INCHES)

0 1/2" 1" 2"

Client

4SCALE: 3" = 1'-0"

Exhuast Chase

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

October 16, 2019

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




206.622.1441 tel | 206.622.0701 fax

www.wje.com


R

E

L

E

A

S

E

F

O

R

B

I

D

S



Replacement

125 East 8th Avenue


Lane County


Department


125 East 8th Avenue


2018.5225

GM

October 16, 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


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

9. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.

Plot

ted:

10/

14/2

019

9:54

AM

by

Moy

, Glo

ria

File

Nam

e: p

:\201

8\20

18.5

xxx\

2018

.522

5.0

- lan

e co

unty

pub

lic se

rvic

e bu

ildin

g ro

of (r

cr)\D

raw

ings

\She

ets\

A51

1 D

rain

Det

ails

.dw

g


AT 24x36 (INCHES)

0 1/2" 1" 2"

Client

2

SCALE: N.T.S.

Plaza Drain Isometric

1

SCALE: 3" = 1'-0"

Plaza Drain

3

SCALE: N.T.S.

Gutter at Penthouse Detail

4

SCALE: N.T.S.

Scupper with Downspout Detail

October 16, 2019

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




206.622.1441 tel | 206.622.0701 fax

www.wje.com


R

E

L

E

A

S

E

F

O

R

B

I

D

S



Replacement

125 East 8th Avenue


Lane County


Department


125 East 8th Avenue


2018.5225

GM

October 16, 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


Project No.

Date

Drawn

Checked

Scale

Sheet Title

Sheet No.



© C

opyr

ight

201

9. A

ll rig

hts r

eser

ved.

No

part

of th

is d

ocum

ent m

ay b

e re

prod

uced

in a

ny fo

rm o

r by

any

mea

ns w

ithou

tpe

rmis

sion

from

Wis

s, Ja

nney

, Els

tner

Ass

ocia

tes,

Inc.

(WJE

). W

JE d

iscl

aim

s any

resp

onsi

bilit

y fo

r its

una

utho

rized

use

.

Plot

ted:

10/

14/2

019

9:54

AM

by

Moy

, Glo

ria

File

Nam

e: p

:\201

8\20

18.5

xxx\

2018

.522

5.0

- lan

e co

unty

pub

lic se

rvic

e bu

ildin

g ro

of (r

cr)\D

raw

ings

\She

ets\

A51

0 Sh

eet M

etal

Det

ails

.dw

g


AT 24x36 (INCHES)

0 1/2" 1" 2"

Client

4

SCALE: N.T.S.

Typical Sheet Metal Laps @ Receiver

5

SCALE: N.T.S.

Receiver at Outside and Inside Corners

6

SCALE: N.T.S.

Counter Flashing at Lap in Counterflashing

3

SCALE: N.T.S.

Metal Lap at Fascia

2

SCALE: N.T.S.

Metal lap at Sheet Metal Caps

At area divider, kneewalls, and as noted on the drawings

1

SCALE: N.T.S.

Expansion Joint at Gutter

October 16, 2019

October 16, 2019

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