Public Safety Facilities Siding Upgrades_Drawings 10 04 21.pdf

PDF 5 MB Posted Oct 6, 2021

Attached to: City of Eugene ITB 2022-1002 Public Safety Facilities Siding Upgrade
Solicitation number: S-KE0010-00000916
Issued by: Lane County, Oregon

About this file

Written by GovTribe AI · Apr 3, 2024

This document is a set of construction drawings and specifications for a City of Eugene project to upgrade the siding, windows, and associated flashings and trim on the Public Safety Training Building and Fire Station #2 in Eugene, Oregon. The project involves the removal of the existing fiber cement siding, weather barrier, and trim, and the installation of a new metal wall panel system and aluminum storefront windows. Existing structural components will remain in place. The project is located in Lane County, Oregon and the City of Eugene. The drawings include demolition plans, site plans, elevations, building sections, wall details, and window details.

The work appears to be competitively bid, with the City of Eugene issuing an Invitation to Bid (ITB) for the project. The ITB likely contains details on the bid submission process, bid opening date, award date, and contract term. Pricing terms, funding sources, and any set-aside requirements would also be outlined in the ITB documents. This project may have an incumbent contractor, but the current contract environment is not specified in the drawings.

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COE Public Safety Siding Upgrades - Addendum 2.pdf	PDF	Oct 6, 2021
Public Safety Facilities Siding Upgrades_Project Manual 10 04 21.pdf	PDF	Oct 6, 2021
COE Public Safety Siding Upgrades - Addendum 5.pdf	PDF	Oct 6, 2021
212113 Notice Intent to Award.pdf	PDF	Oct 6, 2021
COE Public Safety Siding Upgrades - Addendum 1.pdf	PDF	Oct 6, 2021
COE Public Safety Siding Upgrades - Addendum 3.pdf	PDF	Oct 6, 2021

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FACILITIES MANAGEMENT, CITY OF EUGENE

210 CHESHIRE AVENUE

EUGENE, OREGON 97401

PHONE: (541) 682-5547

CONTACT: LOREN BERRY

OWNER

PIVOT ARCHITECTURE PC

44 WEST BROADWAY, SUITE 300

EUGENE, OR 97401

PHONE: (541) 342-7291

CONTACT: LARRY BANKS

ARCHITECT

WJE ENGINEERS & ARCHITECTS, P.C.

960 SOUTH HARNEY STREET

SEATTLE, WA 98108

PHONE: (206) 622-1441

CONTACT: ROCCO ROMERO

ENVELOPE CONSULTANT

ABBREVIATIONS

ACOUS

ACT

AFF

ALUM

BLDG

CFCI

CLG

CLR

CMU

COL

CONC

CONT

CPT

DBL

DEMO

DIAG

DIA

DISP

DTL

DWG

(E)

EL, ELEV

ELEC

EXT

FEC

FFE

FIN

FLR

FOF

FRP

FTG

GLB

GYP BD

GYP

HGT

HORIZ

INSUL

INT

LAV

LOC

MAX

MECH

MFR

MIN

MISC

MTL

NTS

OFCI

OFOI

OFS

OPNG

OPP

P LAM

PTD

PLY

ROW

RUB

RVL

SECT

SHT

SIM

SPECS

SQFT, SF

S STL

STD

STL

STRUC

T T&B T&G

TEMP

TOC

TOW

TOS

TYP

UNO

VFY

VIF

WRB

ANCHOR BOLT

ASPHALTIC CONCRETE

ACOUSTIC

ACOUSTICAL TILE CEILING SYSTEM

ABOVE FINISH FLOOR

ALUMINUM

BUILDING

BOTTOM OF

CATCH BASIN

CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CONTROL JOINT

CENTER LINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONTINUOUS

CARPET

DOUBLE

DEMOLITION/DEMOLISH

DOUGLAS FIR, DRINKING FOUNTAIN

DIAGONAL

DIAMETER

DISPENSER

DOWN

DOWNSPOUT

DETAIL

DRAWING

EXISTING

EACH

EXPANSION JOINT

ELEVATION

ELECTRICAL

EQUAL

EACH WAY

EXTERIOR

FLOOR DRAIN

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH FLOOR ELEVATION

FINISH FLOOR

FINISH/FINISHED

FLOOR

FACE OF

FACE OF FINISH

FIBER REINFORCED PANEL

FOOTING

GAUGE

GRAB BAR

GLUE LAM BEAM

GYPSUM BOARD

HEIGHT

HORIZONTAL

HANDRAIL

HOLLOW METAL

INSULATION

INTERIOR

JOINT

KNOCK DOWN

LAVATORY

LOCATION

MAXIMUM

MECHANICAL

MANUFACTURER

MINIMUM

MISCELLANEOUS

METAL

NOT TO SCALE

ON CENTER

OUTSIDE DIMENSION

OWNER FURNISHED CONTRACTOR INSTALLED

OWNER FURNISHED OWNER INSTALLED

OUTSIDE FACE OF STUD

OPPOSITE HAND

OPENING

OPPOSITE

PANEL JOINT

PLASTIC LAMINATE

PAINT SYSTEM

PRESSURE TREATED

PAINTED

PLYWOOD

RADIUS

RUBBER BASE

ROOF DRAIN

ROOM

ROUGH OPENING

RIGHT OF WAY

RUBBER

REVEAL

STORM DRAIN

SECTION

SHEET

SIMILAR

SPECIFICATIONS

SQUARE FOOT

STAINLESS STEEL

STANDARD

STEEL

STRUCTURAL

TEMPERED

TOP & BOTTOM

TONGUE AND GROOVE

TEMPORARY

TOP OF

TOP OF CONCRETE

TOP OF WALL

TOP OF STRUCTURE

TYPICAL

UNLESS NOTED OTHERWISE

VERIFY

VERIFY IN FIELD

WALL ASSEMBLY

WITH

WEATHER BARRIER

WOOD

WATER PROOF

WATER-RESISTIVE BARRIER

X00

20'-0" A511

TYP

3A201 BUILDING ELEVATION

A541 INTERIOR ELEVATION

BUILDING SECTION

KEYNOTE

SPECIFICATION KEYNOTE*

FINISH TAG

DETAIL CALLOUT

DETAIL SECTION

REVISION TAG

COLUMN CENTERLINE

EXISTING COLUMN

CENTERLINE

ACCESS CONTROL

ROOM NAME

A101

05 5000-A

WALL SECTION

CASEWORK

A511

TYP

ARCHITECTURAL SYMBOLS

FLOOR MATERIAL

TRANSITION

ROOM NAME & NUMBER

WINDOW SYMBOL

DOOR SYMBOL

CEILING HEIGHT SYMBOL

STOREFRONT SYMBOL

VERTICAL ELEVATION

INTERIOR WALL TYPE

WITH NO SOUND

ATTENUATION

INTERIOR WALL

TYPE WITH SOUND

ATTENUATION

FIRE EXTINGUISHER

EXIT SIGN

ROOM FINISH TAG

DOOR ACTUATOR

TEMPERED GLAZING

SLOPE ARROW

(SLOPE AS INDICATED)

*LETTER IS A DESIGNATOR AND IS

NOT LINKED TO A SPECIFIC SPEC

ITEM

P - 1

101A

EXIT

XXX/ XXX

SLOPE

4:12

XXX

A101

LINEWORK AND FILL PATTERNS:

EXISTING ASSEMBLIES (GRAY)

NEW ASSEMBLIES (BLACK)

PROJECT SITE:

1705 W 2nd Ave

Eugene, OR

WEST TO

THE OREGON

COAST

E R

O N

R O

R D

ROYAL AVE

ROOSEVELT

BLVD

W FIRST AVE

BARGER

BELTLINE ROAD

HIGHW

AY 99

BELTLINE ROAD

CAL YOUNG ROAD

G O

O D

D R

R D

WEST 11TH (126)

WEST 18TH

7TH AVE

6TH AVE

2ND AVE

BLAIR

24TH AVE

C H

R S

T AG

FRANKLIN BLVD

UNIVERSITY

OF OREGON

SKINNERS

BUTTE PARK

CENTENNIAL

COBURG RD

SPRINGFIELD

I-5

I-105

EAST TO

THURSTON

NORTH TO

PORTLAND

SOUTH TO

ROSEBURG

IVER

R O

WILLAMETTE RIVER

• 2019 OSSC

• 2018 IEBC (W/OSSC CHP 34 EDITS)

• ASHRAE 90.1-2016 (W/OSSC CHP 13 EDITS)

WE CONSIDER THIS PROJECT A "REPAIR" TO CORRECT

DAMAGE, PER OSSC 202 DEFINITIONS.

APPLICABLE CODES:

ASHRAE 90.1 >

• 4.1.1.4 REPLACEMENT >

• 4.2.1.3 ALTERATIONS >

• 5.1.3 ENVELOPE ALTERATIONS > EXCEPTION 3

"ALTERATIONS TO WALL CAVITIES INSULATED FULL-

DEPTH WITH INSULATION" > R-3.0 / INCH.

• WINDOWS PER TABLE 5.5-4, ZONE 4C, U< 0.38, SHGC

< 0.36

• CONTINUOUS AIR BARRIER PER 5.4.3.1.2

REFER TO ORIGINAL BUILDING CODE DRAWINGS

PROVIDED FOR REFERENCE.

ENERGY CODE PATH:

REVISIONS:

O N

C H

O M

E O

F x

O F

ISSUE DATE:

SHEET TITLE:

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10.04.2021

TITLE SHEET

Y O

C O

R U

O N

D O

C U

G B

G S

G U

N D

N U

E, E

U G

E, O R

PROJECT TEAM

TRAINING BUILDING SIDING UPGRADES

CITY OF EUGENE

1705 W 2ND AVENUE, EUGENE, OR

PUBLIC SAFETY FACILITIES SIDING UPGRADES

CONSTRUCTION DOCUMENTS

10.04.2021 1818.00

SHEET INDEX

GENERAL

T-TB TITLE SHEET

DEMOLITION

D111 DEMOLITION FLOOR PLAN

ARCHITECTURE

A011 SITE PLAN

A111 FLOOR PLAN

A112 EXISTING ROOF PLAN

A211 EXTERIOR ELEVATIONS

A212 EXTERIOR ELEVATIONS

A213 EXTERIOR ELEVATIONS & FRAME ELEVATIONS

A311 BUILDING AND WALL SECTIONS

A312 EXTERIOR DETAILS

A313 EXTERIOR DETAILS

A314 EXTERIOR DETAILS

A315 WINDOW DETAILS

A316 WINDOW DETAILS

A317 WINDOW DETAILS

A318 FLASHING DETAILS

VICINITY MAP

CODE INFORMATION

# DESCRP. DATE

lbanks Typewritten Text

FOR REFERENCE ONLY

C-G001 CODE INFORMATION (ORIGINAL)

C-A200 FIRST FLOOR PATTERN / RATING PLANS (ORIGINAL)

235236237238241 240 239

243244

250 251

252 253 213

AREA NOT IN

SCOPE OF WORK

DEMOLITION LEGEND

EXISTING WALL ASSEMBLY

WALL (OR PORTION OF) TO BE

DEMOLISHED

WALL PATTERNS

D1 D1

(ABOVE ROOF)

REVISIONS:

O N

C H

O M

E O

F x

O F

ISSUE DATE:

SHEET TITLE:

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D111

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DEMOLITION

FLOOR PLAN

Y O

C O

R U

O N

D O

C U

G B

G S

G U

N D

N U

E, E

U G

E, O R

GENERAL NOTES - DEMOLITION

A. THE ADJACENT EXISTING FACILITIES SHALL REMAIN IN FULL OPERATION

DURING DEMOLITION AND DURING ALL CONSTRUCTION WORK.

B. MAINTAIN SAFE ACCESS TO AND EGRESS FROM THE BUILDING AT ALL

TIMES. DO NOT BLOCK ANY REQUIRED EXIT PATHS.

C. PREVENT INTERRUPTION IN UTILITIES OR SERVICES THAT WOULD

INCONVENIENCE BUILDING OCCUPANTS.

D. COORDINATE WITH THE OWNER TO MAINTAIN CONTINUITY OF OWNER'S

OPERATIONS.

E. PROTECT EXISTING LANDSCAPING, ART, FOUNTAIN, AND COLORED

PAVING.

F. PROTECT ALL EXISTING CONSTRUCTION TO REMAIN.

ACTION KEYNOTES

D1 REMOVE (E) FIBER CEMENT EXTERIOR WALL SYSTEM,

INCLUDING THE WEATHER-RESISTIVE BARRIER AND

FLASHING. SEE DEMOLITION NOTES ON A201 FOR

ADDITIONAL DEMOLITION.

1/16" = 1'-0"1 DEMO PLAN 2ND FLOOR

# DESCRP. DATE

STOPSTOP

SERVICE VEHICLES O

NLY

SERVICE VEHICLES O

NLY

FIRE STATION 2

911 BUILDING N.I.C.

TRAINING BUILDING

SECOND AVENUE

C H

R S

AREA OF WORK

ALLOWABLE STAGING AREA

FOR CONTRACTOR FIELD

OFFICE, MATERIAL

STORAGE AND PARKING

PROTECT (E) LANDSCAPING, TYP.

PROTECT (E)

LANDSCAPING, TYP.

PROTECT (E) CONCRETE

LANDING PAD

POTENTIAL DUMPSTER LOCATION, ONLY DURING

DEMOLITION, MAXIMUM TIME ALLOWED TO BE

CONFIRMED WITH OWNER

MAINTAIN DRIVE

AISLE CLEAR FOR

EMERGENCY

VEHICLE ACCESS

MAINTAIN PEDESTRIAN

ACCESS FROM NORTH

END OF TRAINING

BUILDING

ADDITIONAL

STAGING AREA

FOR A MAXIMUM

3-WEEK PERIOD

GATE OR CONSTRUCTION

AREA SIGN

PROVIDE SECURE

CONSTRUCTION FENCE

LANDSCAPE

PROTECTION FENCING

PROTECT FENCING

AROUNDSITE, WALLS

AND FOUNTAIN

REFER TO SEPARATE

SET OF DRAWINGS FOR

SIDING REPLACEMENT

AT SIRE STATION 2

REVISIONS:

O N

C H

O M

E O

F x

O F

ISSUE DATE:

SHEET TITLE:

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A011

10.04.2021

SITE PLAN

Y O

C O

R U

O N

D O

C U

G B

G S

G U

N D

N U

E, E

U G

E, O R

1/32" = 1'-0"1 SITE PLAN N

GENERAL NOTES - SITE PLAN

A. PROTECT ALL EXISTING FINISHES, SITE WALLS, CONCRETE PAVING,

FOUNTAIN, AND LANDSCAPING FROM DAMAGE, REPAIR OR REPLACE

AS REQUIRED.

B. PROVIDE ROOF ACCESS FROM THE EXTERIOR OF THE BUILDING

WITHIN THE AREA OF SIDING REPAIR.

C. EVEN THOUGH THE SITE PERIMETER IS FENCED, SECURITY OF

CONSTRUCTION STAGING AREA IS CONTRACTOR'S RESPONSIBILITY

AND A SECURITY FENCE IS RECOMMENDED.

D. REFER TO SECTION SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

129139

114135

PROP STOR.

TRAINING CLASSROOM 2

STUDIO

VIDEO PRODUCTION

CONTROL RM

EAST ENTRY

A/V STOR.

TELCO

STOR.

LRC

TRAINING CLASSROOM 1

VENDING ALCOVEELECTRICAL

A/V STOR.

ELEV. RM

COMMONS

TURNOUT LOCKERS

HOME RM 4

WORK RM

RECEPT.

LOBBY

WOMEN'S RR

PHONE

ALCOVE

JAN

MEN'S RR

STOR 4

ALCOVE

COFFEE

TELCO

STOR. 3

HOME RM 3

STOR. 2

STOR. 1

HOME RM 2

JAN

NORTH ENTRY HOME RM 1

LOCKER RM

COPY & FILE RM

ADMIN AIDE

OFFICE

CHIEF'S OFF

OFFICE

WAITING RM

OFFICE

JAN

CONF. RM

STORAGE RM

NOOK

PHONE

OFFICE

OFFICE OFFICE OFFICE

OFFICE

CORRIDOR

OPEN OFFICE

WOMEN'S

RECEP

MEN'S RM

LOCKER RM

BREAK RM

WORK RM

DPS STAFF

MNGR

OPEN OFFICE

STAFF

CONF RM

MECH RM

STAFF

235236237238241 240 239

252 253

A311

1 2 3 4

D C

B A

5 6

27' - 11" 19' - 8" 46' - 2 1/4" 40' - 8" 34' - 4 1/2"

E F

A211 3

A211

A212

A311

07 4213-A

07 4213-A07 4213-A

07 4213-A

07 4213-AROOF LINE BELOW

1 2 3 4

D C

B A

5 6

27' - 11" 19' - 8" 46' - 2 1/4" 40' - 8" 34' - 4 1/2"

4' - 6"

E F

A211 3

A211

A212 43

A212

07 4213-A

A314

2 ______ A314

A314

08 4313-A08 4313-A

08 4313-A08 4313-A08 4313-A

08 4413-A08 4413-A

08 4413-A

08 4413-A08 4413-A

08 4313-A08 4313-A08 4313-A

08 4313-A

REVISIONS:

O N

C H

O M

E O

F x

O F

ISSUE DATE:

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FLOOR PLAN

Y O

C O

R U

O N

D O

C U

G B

G S

G U

N D

N U

E, E

U G

E, O R

1/16" = 1'-0"1 FIRST FLOOR PLAN (FOR REFERENCE ONLY)

1/16" = 1'-0"2 SECOND FLOOR PLAN (FOR REFERENCE ONLY)

KEYNOTE - SPECIFICATION

07 4213-A METAL WALL PANEL SYSTEM

08 4313-A ALUMINUM STOREFRONT SYSTEM

08 4413-A ALUMINUM CURTAIN WALL SYSTEM

GENERAL NOTES - FLOOR PLANS

A. ALL DIMENSIONS ARE APPROXIMATE AND SHOULD BE VERIFIED IN THE

FIELD.

N N

(E) METAL ROOF

(E) SINGLE PLY ROOF SYSTEM

(E) MECHANICAL

EQUIPMENT

(E) SINGLE PLY

ROOF SYSTEM

(E) SINGLE PLY ROOF SYSTEM

(E) MECHANICAL

EQUIPMENT

2 SLOPE

2 1/2 :12

SLOPE

2 1/2 :12

SLOPE

6 :12

SLOPE

6 :12

SLOPE

1/2 :12

SLOPE

1/2 :12

SLOPE

1/2 :12

1 2 3 4

D C

B A

5 6

E F

(E) ROOF

HATCH

PROTECT (E) ROOF IN WORK

ZONES, AND PREVENT ACCESS

TO ROOF AREAS NOT

REQUIRED FOR REPAIR.

REVISIONS:

O N

C H

O M

E O

F x

O F

ISSUE DATE:

SHEET TITLE:

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EXISTING

ROOF PLAN

Y O

C O

R U

O N

D O

C U

G B

G S

G U

N D

N U

E, E

U G

E, O R

1/16" = 1'-0"1 ROOF PLAN

ANGLED VIEW

ANGLED VIEW ANGLED VIEW

AREA OF WORK

(E) SCUPPER

07 4213-A

A B C D

0' - 0"

FIRST FLOOR LEVEL

15' - 0"

SECOND FLOOR LEVEL

A313

______1 A313

31' - 6"

T.O. PARAPET CAP

X01 X01 X01 X01 X01 X01 X01

~1 4'

A312

08 9100-A

A315

BETWEEN THE WINDOW HEAD AND TOP OF PARAPET THE

EXISTING FRAMING HAS AN APPARENT CONCAVE BOW OF APPROX

1/2". FABRICATE AND INSTALL CUSTOM Z-FURRING IN THIS AREA

SO THAT METAL PANELS ARE PLUMB AND NOT BOWED. REVIEW

CONDITIONS WITH ARCHITECT AFTER DEMOLITION, AND CONFIRM

EXTENT OF BOWING. TYPICAL ON WEST AND NORTH ELEVATIONS,

SEE 1/A300. PROVIDE FIELD MOCK-UP FOR REVIEW BY ARCHITECT.

08 4313-A

(E) METAL ROOFING

(E) BRICK VENEER

A315

A316

A318

80' - 8 3/4"

A318

A324

07 6200-B

7 AREA OF WORK

07 6200-A

07 4213-A

5 4

0' - 0"

T.O. SLAB

16' - 3"

T.O. STEEL BEAM

33' - 7"

R.O. WINDOW

X02 X02

08 4413-A08 4413-A

~1 5'

A316

A313

A318

Sim

AREA OF WORK

07 4213-A

0' - 0"

T.O. SLAB

16' - 3"

T.O. STEEL

33' - 7"

R.O. WINDOW

X03

~1 7'

A316

08 4413-A

~1 5'

A318

A313

A318

A211 3

A211

A212 4

A212

A2123

A2131

A213

REVISIONS:

O N

C H

O M

E O

F x

O F

ISSUE DATE:

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EXTERIOR

ELEVATIONS

Y O

C O

R U

O N

D O

C U

G B

G S

G U

N D

N U

E, E

U G

E, O R

1/8" = 1'-0"3 WEST ELEVATION

1/8" = 1'-0"1 PARTIAL NORTH ELEVATION

1/8" = 1'-0"2 PARTIAL NORTH-EAST ELEVATION KEY PLAN

DEMOLITION NOTES - EXTERIOR ELEV.

AT ALL AREAS OF NEW METAL SIDING, REMOVE THE FOLLOWING:

- EXISTING FIBER-CEMENT SIDING, BATTENS, AND METAL J-TRIM

SURROUNDING PANELS AS OCCURS

- EXISTING HORIZONTAL SHEET METAL STRAPPING BEHIND PANELS AT

~16" O.C.

- EXISTING BUILDING WRAP (TWO LAYERS)

- EXISTING 5/8" GYPSUM SHEATHING AND ALL FASTENERS; REFER TO

DETAILS FOR EXACT SHEATHING CUT LINES

- EXISTING BATT INSULATION IN STUD CAVITY

D2. REMOVE EXISTING STOREFRONT WINDOWS AND FLASHINGS WITHIN

AREA OF NEW SIDING

D3. REMOVE EXISTING LOUVER AND FLASHINGS

D4. REMOVE TRIM AROUND EXISTING SCUPPER; PROTECT SCUPPER

D5. REMOVE EXISTING SHEET METAL COPING AT AREAS OF NEW SIDING

D6. REMOVE (E) 24" WIDE CONTINUOUS SHEET METAL STRAP RUNNING

FULL LENGTH WEST AND NORTH ELEVATIONS AT LOCATION OF

PERIMETER ROOF BEAMS

D7. CAREFULLY REMOVE EXISTING WOOD WINDOW SILLS AT INTERIOR OF

EACH STOREFRONT WINDOW AND SALVAGE FOR REINSTALLATION.

ACTION KEYNOTES

7 WHERE NEW COPING MEETS (E) COPING, PROVIDE

FABRICATED CORNER PIECE TO PROPERLY TIE INTO (E)

COPING PER SMACNA STANDARDS.

D1.

KEYNOTE - SPECIFICATION

07 4213-A METAL WALL PANEL SYSTEM

07 6200-A 3" DIAMETER PRE-COATED DOWNSPOUT; PAINT UPPER 36"

TO MATCH (E) GREEN FASCIA

07 6200-B PRECOATED SHEET METAL PARAPET FLASHING; MATCH

METAL WALL PANELS

08 4313-A ALUMINUM STOREFRONT SYSTEM

08 4413-A ALUMINUM CURTAIN WALL SYSTEM

08 9100-A STATIONARY LOUVERS, PAINT TO MATCH METAL WALL

PANEL SYSTEM

GENERAL NOTES - EXTERIOR ELEV.

1. ALL DIMENSIONS ARE APPROXIMATE, CONTRACTOR TO

VERIFY IN THE FIELD.

2. SEE DETAIL 2/A301 FOR TYPICAL WALL REPAIR

ASSEMBLY.

3. THE CONTRACTOR SHALL PROVIDE ALL FLASHING AND

SEALANTS NECESSARY TO MAKE EXTERIOR ENVELOPE

WATERTIGHT.

ANGLED VIEW

AREA OF WORK

F E

16' - 3"

T.O. STEEL BEAM

0' - 0"

T.O. SLAB

31' - 6 11/16"

T.O. FRAMING

24' - 0"

R.O. WINDOW

07 4213-A

X01

A312

08 4313-A1 A313

07 6200-B

A211 3

A211

A212 4

A212

A2123

A2131

A213

AREA OF WORK

D FE

+/- 36' - 1"

T.O. SLAB

+/- 33' - 7"

R.O. WINDOW

+/- 17' - 8"

R.O. WINDOW

0' - 0"

T.O. SLAB

07 6200-A

07 4213-A

X02 X02

~1 5'

A316

08 4413-A

A313

A318

Sim

AREA OF WORK(E) SCUPPER

3 2 1

0' -0"

T.O. SLAB

+/- 10' - 4"

T.O. STEEL

+/- 16' - 3"

+/- 31' - 6"

T.O. PARAPET

A313

07 4213-A

~1 4'

X01 X01 X01

A313

A315

A312

08 9100-A

BETWEEN THE WINDOW HEAD AND TOP OF PARAPET THE

EXISTING FRAMING HAS AN APPARENT CONCAVE BOW OF APPROX

1/2". FABRICATE AND INSTALL CUSTOM Z-FURRING IN THIS AREA

SO THAT METAL PANELS ARE PLUMB AND NOT BOWED. REVIEW

CONDITIONS WITH ARCHITECT AFTER DEMOLITION, AND CONFIRM

EXTENT OF BOWING. TYPICAL ON WEST AND NORTH ELEVATIONS,

SEE 1/A300. PROVIDE FIELD MOCK-UP FOR REVIEW BY ARCHITECT.

~1 3'

08 4313-A

(E) METAL ROOFING

(E) BRICK VENEER

A315

______6 A316

A316

A318

Sim

07 6200-B 7

REVISIONS:

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10.04.2021

EXTERIOR

ELEVATIONS

Y O

C O

R U

O N

D O

C U

G B

G S

G U

N D

N U

E, E

U G

E, O R

1/8" = 1'-0"3 WEST ELEVATION

1/8" = 1'-0"1 KEY PLAN

1/8" = 1'-0"4 PARTIAL WEST ELEVATION

1/8" = 1'-0"2 NORTH ELEVATION

DEMOLITION NOTES - EXTERIOR ELEV.

AT ALL AREAS OF NEW METAL SIDING, REMOVE THE FOLLOWING:

- EXISTING FIBER-CEMENT SIDING, BATTENS, AND METAL J-TRIM

SURROUNDING PANELS AS OCCURS

- EXISTING HORIZONTAL SHEET METAL STRAPPING BEHIND PANELS AT

~16" O.C.

- EXISTING BUILDING WRAP (TWO LAYERS)

- EXISTING 5/8" GYPSUM SHEATHING AND ALL FASTENERS; REFER TO

DETAILS FOR EXACT SHEATHING CUT LINES

- EXISTING BATT INSULATION IN STUD CAVITY

D2. REMOVE EXISTING STOREFRONT WINDOWS AND FLASHINGS WITHIN

AREA OF NEW SIDING

D3. REMOVE EXISTING LOUVER AND FLASHINGS

D4. REMOVE TRIM AROUND EXISTING SCUPPER; PROTECT SCUPPER

D5. REMOVE EXISTING SHEET METAL COPING AT AREAS OF NEW SIDING

D6. REMOVE (E) 24" WIDE CONTINUOUS SHEET METAL STRAP RUNNING

FULL LENGTH WEST AND NORTH ELEVATIONS AT LOCATION OF

PERIMETER ROOF BEAMS

D7. CAREFULLY REMOVE EXISTING WOOD WINDOW SILLS AT INTERIOR OF

EACH STOREFRONT WINDOW AND SALVAGE FOR REINSTALLATION.

ACTION KEYNOTES

7 WHERE NEW COPING MEETS (E) COPING, PROVIDE

FABRICATED CORNER PIECE TO PROPERLY TIE INTO (E)

COPING PER SMACNA STANDARDS.

D1.

GENERAL NOTES - EXTERIOR ELEV.

KEYNOTE - SPECIFICATION

07 4213-A METAL WALL PANEL SYSTEM

07 6200-A 3" DIAMETER PRE-COATED DOWNSPOUT; PAINT UPPER 36"

TO MATCH (E) GREEN FASCIA

07 6200-B PRECOATED SHEET METAL PARAPET FLASHING; MATCH

METAL WALL PANELS

08 4313-A ALUMINUM STOREFRONT SYSTEM

08 4413-A ALUMINUM CURTAIN WALL SYSTEM

08 9100-A STATIONARY LOUVERS, PAINT TO MATCH METAL WALL

PANEL SYSTEM

1. ALL DIMENSIONS ARE APPROXIMATE, CONTRACTOR TO

VERIFY IN THE FIELD.

2. SEE DETAIL 2/A301 FOR TYPICAL WALL REPAIR

ASSEMBLY.

A211 3

A211

A212 4

A212

A2123

A2131

A213

AREA OF WORK

~ 30' - 10"

R.O. WINDOW

~ 33' - 7"

R.O. WINDOW

A312

07 6200-A

07 4213-A

X04

08 4313-A______ A318

Sim

A312

A313

AREA OF WORK

~ 33' - 7"

R.O. WINDOW

~ 30' - 10"

R.O. WINDOW

A312

07 4213-A

1/ 2"

X05

A312

08 4313-A

A318

A312 sim

AREA OF WORK

~ 30' - 10"

R.O. WINDOW

~ 33' - 7"

R.O. WINDOW

A312

07 6200-A

07 4213-A

X04

08 4313-A

A312 sim

A318

Sim

A313

0" 4'

1/ 2"

2 EQ

4' - 0"

1/ 2"

2 EQ

6' - 0"

3 EQUAL

11' - 0".

1/ 2"

2 EQUAL

6' - 0"

3 EQUAL

11' - 0".

REVISIONS:

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10.04.2021

EXTERIOR

ELEVATIONS &

FRAME

ELEVATIONS

Y O

C O

R U

O N

D O

C U

G B

G S

G U

N D

N U

E, E

U G

E, O R

KEY PLAN

1/8" = 1'-0"3 SOUTH ELEVATION

1/8" = 1'-0"2 SOUTH-EAST ELEVATION

1/8" = 1'-0"1 EAST ELEVATION

DEMOLITION NOTES - EXTERIOR ELEV.

AT ALL AREAS OF NEW METAL SIDING, REMOVE THE FOLLOWING:

- EXISTING FIBER-CEMENT SIDING, BATTENS, AND METAL J-TRIM

SURROUNDING PANELS AS OCCURS

- EXISTING HORIZONTAL SHEET METAL STRAPPING BEHIND PANELS AT

~16" O.C.

- EXISTING BUILDING WRAP (TWO LAYERS)

- EXISTING 5/8" GYPSUM SHEATHING AND ALL FASTENERS; REFER TO

DETAILS FOR EXACT SHEATHING CUT LINES

- EXISTING BATT INSULATION IN STUD CAVITY

D2. REMOVE EXISTING STOREFRONT WINDOWS AND FLASHINGS WITHIN

AREA OF NEW SIDING

D3. REMOVE EXISTING LOUVER AND FLASHINGS

D4. REMOVE TRIM AROUND EXISTING SCUPPER; PROTECT SCUPPER

D5. REMOVE EXISTING SHEET METAL COPING AT AREAS OF NEW SIDING

D6. REMOVE (E) 24" WIDE CONTINUOUS SHEET METAL STRAP RUNNING

FULL LENGTH WEST AND NORTH ELEVATIONS AT LOCATION OF

PERIMETER ROOF BEAMS

D7. CAREFULLY REMOVE EXISTING WOOD WINDOW SILLS AT INTERIOR OF

EACH STOREFRONT WINDOW AND SALVAGE FOR REINSTALLATION.

ACTION KEYNOTES

X01 X02 X03 X04 X05

D1.

KEYNOTE - SPECIFICATION

07 4213-A METAL WALL PANEL SYSTEM

07 6200-A 3" DIAMETER PRE-COATED DOWNSPOUT; PAINT UPPER 36"

TO MATCH (E) GREEN FASCIA

08 4313-A ALUMINUM STOREFRONT SYSTEM

GENERAL NOTES - EXTERIOR ELEV.

WINDOW FRAME ELEVATIONS:

A. ALL DIMENSIONS ARE APPROXIMATE, CONTRACTOR TO

VERIFY EACH OPENING IN THE FIELD.

B. DIMENSIONS ARE TO ROUGH OPENING.

STOREFRONT CURTAINWALL CURTAINWALL STOREFRONT STOREFRONT

1. ALL DIMENSIONS ARE APPROXIMATE, CONTRACTOR TO

VERIFY IN THE FIELD.

2. SEE DETAIL 2/A301 FOR TYPICAL WALL REPAIR

ASSEMBLY.

A311

0' - 0"

T.O. SLAB

~15' - 0"

~28' - 7"

T.O. STEEL

~36' - 1"

T.O. STEEL

~33' - 7" R.O.

~33' - 7"

T.O. STEEL

COMMONSLOBBY

~9' - 4"

~13' - 6"

T.O. STEEL

~16' - 3"

T.O. STEEL

A312

A316

Sim

~36' - 1"

TOP OF STEEL

~33' - 7"

R.O. WINDOW

~17' - 8"

R.O. WINDOW

~16' - 3"

TOP OF STEEL

EXISTING ROOF ASSEMBLY

TO REMAIN

INTERIOR EXTERIOR

EXISTING ROOF ASSEMBLY,

TO REMAIN

EXISTING, TO REMAIN

A316

Sim______

A311

OFFICE OFFICE

CLASSROOM ELECTRICAL CORRIDOR ARCADE

0' - 0"

TOP OF SLAB

~9' - 0"

~15' - 0"

TOP OF SLAB

~24' - 0"

~30' - 3"

T.O. STEEL ~28' - 10"

T.O. STEEL

~16' - 3"

T.O. STEEL

EXTERIOR

EXISTING ROOF

ASSEMBLY TO REMAIN

A315

Sim

(E) ROOF ASSEMBLY

TO REMAIN

INTERIOR

NEW METAL SIDING

NEW PARAPET CAP

A312

A313

Z-METAL MAY BE REQUIRED TO

COMPENSATE FOR BOW IN (E)

WALL, APPROX 1/2" OF

ADDITIONAL DEPTH. Z-METAL

SPACING PER PANEL MFR.

TWO-PIECE, ADJUSTABLE Z-

METAL MAY BE REQUIRED IF

THE DEPTH OF BOW VARIES

ALONG LENGTH OF WALL:

A315

Sim

IN THIS AREA, CUSTOM DEPTH

REVISIONS:

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BUILDING AND

WALL

SECTIONS

Y O

C O

R U

O N

D O

C U

G B

G S

G U

N D

N U

E, E

U G

E, O R

3/32" = 1'-0"4 BUILDING SECTION 1

3/4" = 1'-0"2 WALL SECTION @ COMMONS

3/32" = 1'-0"3 BUILDING SECTION 2

3/4" = 1'-0"1 WALL SECTION @ 2ND FLOOR OFFICES

EXISTING METAL ROOF ASSEMBLY

PRECOATED METAL FLASHING,

MATCH ROOFING COLOR

METAL SIDING DRIP FLASHING

Z-FURRING

WEATHER BARRIER ACCESSORY FLASHING

TYPICAL WALL AND WEATHER

BARRIER ASSEMBLY

V.I.F.

5".

I.F

2" 6"

LAP AND SEAL WEATHER

BARRIER OVER (E) WRB

METAL STUD BLOCKING AT

SHEATHING JOINT

EXISTING METAL ROOF ASSEMBLY

EXISTING FLASHING

Z-FURRING

WEATHER BARRIER

ACCESSORY FLASHING

TYPICAL WALL AND WEATHER

BARRIER ASSEMBLY

METAL SIDING DRIP FLASHING

REVIEW EXTENT OF ROOF UNDERLAYMENT / WRB

TIE-IN WITH ARCHITECT AFTER DEMOLITION

METAL STUD BLOCKING AT GYP BD JOINT

(E) INTERIOR FINISH, TO REMAIN

(E) METAL STUD WALL FRAMING, TO REMAIN

(E) SHEET VAPOR RETARDER, TO REMAIN

BATT INSULATION

5/8" GLASS-MAT SHEATHING

WEATHER BARRIER SYSTEM

METAL SIDING SYSTEM

SEAL FASTENERS AT Z-FURRING

W/WEATHER BARRIER ACCESSORY FLASHING

3/4" Z-FURRING

33' - 7"

R.O. WINDOW

36' - 1"

TOP OF STEEL

EXISTING ROOF ASSEMBLY, TO REMAIN

38' - 10"

T.O. STEEL

A315

Sim

EXISTING METAL

SIDING & WALL

ASSEMBLY, TO REMAIN

EXISTING SHEET METAL

GUTTER, TO REMAIN

A315

Sim

NEW 24 GA PRECOATED DOWNSPOUT

8" M

A313

Sim

(E) COPING

WALL CORNER

W/CORNER FLASHING

(E) PARAPET, COVERED

WITH MEMBRANE ROOFING

SECTION / ELEVATION

TOP OF (E) ROOF

APPROX. EDGE OF (E)

MEMBRANE ROOFING

WINDOW

METAL SIDING

A313

A315

CUT BACK (E) ROOFING, AND

INSTALL NEW SHEATHING AND

WRB TO THIS LINE

SELF-ADHERING MEMBRANE

AND TERMINATION BAR

PRECOATED METAL SIDING EDGE TRIM

TYPICAL WALL & WEATHER BARRIER ASSEMBLY SYSTEM

3/8" SEALANT JOINT

18 GAGE GALV. "TERMINATION

BAR" INTO SOLID BLOCKING

3" WIDE STRIP OF SELF-ADHERING

MEMBRANE, SEALED TO WRB PER WRB MFR.

1/4"

FACE OF PARAPET WALL

METAL STUD BLOCKING

(E) MEMBRANE ROOFING

TYPICAL SIDING

ASSEMBLY SYSTEM

NEW WEATHER

BARRIER

SHEET METAL

DRIP EDGE

HORIZONTAL

FURRNG

TERMINATION

BAR

(E) MEMBRANE

ROOFING

REVISIONS:

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C H

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E O

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10.04.2021

EXTERIOR

DETAILS

Y O

C O

R U

O N

D O

C U

G B

G S

G U

N D

N U

E, E

U G

E, O R

3" = 1'-0"1 METAL PANELS AT SLOPED ROOF

3" = 1'-0"3 METAL PANEL AT SLOPED ROOF

3" = 1'-0"2 TYPICAL WALL REPAIR ASSEMBLY

1 1/2" = 1'-0"5 WALL SECTION @ CLERESTORY

1 1/2" = 1'-0"4 ELEVATION OF FLASHING @ HIGH ROOF PARAPET

REVERSE LAP SEALANT

PER WEATHER RESISTANT

BARRIER MFR.

(E) 8" W X 4" H METAL OVERFLOW

SCUPPER. MAY NEED TO BE

EXTENDED TO ACCOMMODATE

NEW SIDING. REVIEW WITH

ARCHITECT AFTER DEMOLITION.

IF REQUIRED, SCUPPER

EXTENSION TO BE STAINLESS

STEEL, PAINTED TO MATCH SIDING.

TYPICAL WALL AND WEATHER

BARRIER ASSEMBLY

SEAL PENETRATION PERIMETER

WITH SEALANT

WRB FLEXIBLE FLASHING AROUND (E) SCUPPER

SCUPPER (BEYOND)

L 2x2 @ 16" O.C., CLIPPED, SMS INTO CONTINUOUS L

TOP AND BOTTOM. SIZE,

GAGE AND FASTENERS TO BE

SYSTEM DESIGNER.

FILL VOID W/ 6" BATT INSULATION

L 2x4, CONTINUOUS, GAGE

AND FASTENERS TO BE

SYSTEM DESIGNER.

A313

FILL CAVITY WITH BATT

INSULATION TO A

HEIGHT OF 6"

TYPICAL WEATHER BARRIER

AND WALL ASSEMBLY

FASTENER AND SEALANT

PER PANEL MFR.

PRECOATED SHEET METAL

PARAPET FLASHING, ALIGN FRONT

FACE WITH (E) AND ADJACENT

Z-FURRING

C H

(E) EPDM ROOFING

PEEL BACK (E) SINGLE-PLY ROOFING

AND TUCK WEATHER BARRIER UNDER.

SEAL WITH SEALANT COMPATIBLE WITH

ROOFING AND WEATHER BARRIER PER

MFR. RECOMMENDATIONS.

PROVIDE METAL OR P.T. WOOD BLOCKING

UNDER COPING FOR SUPPORT

(E) WALL ASSEMBLY TO REMAIN

(E) PRECOATED SHEET METAL FASCIA

(E) CONTINUOUS CLEAT

SEALANT

J-METAL

LAP WRB OVER (E) WRB

TYPICAL WALL AND WEATHER BARRIER ASSEMBLY

GALV. SHEET METAL

COUNTERFLASHING. 4" TALL

(E) ROOF MEMBRANE FLASHING

(E) ROOF ASSEMBLY

(E) SHEET METAL STRIP

AT BASE OF WALL

TYPICAL WALL AND WEATHER

BARRIER ASSEMBLY

LAP WRB OVER (E) FLASHING

WEATHER BARRIER ACCESSORY FLASHING

Z-FURRING

METAL SIDING DRIP FLASHING

(E) GYPSUM BOARD TO REMAIN

CUSTOM GALV. SHEET METAL REGLET

8" M

METAL STUD BLOCKING AT

SHEATHING JOINT

REVISIONS:

O N

C H

O M

E O

F x

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ISSUE DATE:

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10.04.2021

EXTERIOR

DETAILS

Y O

C O

R U

O N

D O

C U

G B

G S

G U

N D

N U

E, E

U G

E, O R

1 1/2" = 1'-0"1 SCUPPER DETAIL

3" = 1'-0"4 BEAM INFILL FRAMING

6" = 1'-0"2 COPING DETAIL

3" = 1'-0"5 WALL PANEL TO (E) CONT. CLEAT

3" = 1'-0"3 METAL PANELS AT MEMBRANE ROOF

(E) COLUMN AND STUDS

TYPICAL WALL AND WEATHER

BARRIER ASSEMBLY

PRECOATED OUTSIDE CORNER TRIM

FASTENER AND SEALANT PER

PANEL MFR.

VERTICAL Z-FURRING

(E) BENT STEEL SHEET

TYPICAL WALL AND WEATHER

BARRIER ASSEMBLY

VERTICAL Z-FURRING

FASTENER AND SEALANT PER PANEL MFR.

PRECOATED OUTSIDE CORNER TRIM PROVIDE ADDITIONAL STUDS OR

CUSTOM BENT METAL SHAPES FOR

SHEATHING AND Z-METAL SUPPORT

AS NEEDED

PRECOATED INSIDE CORNER TRIM

TYPICAL WALL AND WEATHER BARRIER ASSEMBLY

FASTENER AND SEALANT PER PANEL MFR.

EXISTING COLUMN AND STUDS

VERTICAL Z-FURRING

PROVIDE ADDITIONAL STUDS AS NEEDED

TO SUPPORT SHEATHING AND Z-METAL

(E) WALL ASSEMBLY

SEALANT & BACKER ROD

SHEET METAL EDGE CLOSURE

FASTENER AND SEALANT PER

PANEL MFR.

TYPICAL WALL AND WEATHER BARRIER ASSEMBLY

PACK WITH BATT

INSULATION PRIOR TO

ADDITIONAL STUD

PROVIDE ADDITIONAL STUD

FOR SHEATHING EDGE

SUPPORT AS NEEDED

3/ 4"

(E) GYP

SEAL NEW WRB TO

(E) WRB PER WRB MFR

REVISIONS:

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C H

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10.04.2021

EXTERIOR

DETAILS

Y O

C O

R U

O N

D O

C U

G B

G S

G U

N D

N U

E, E

U G

E, O R

3" = 1'-0"1 OUTSIDE CORNER METAL PANELS

3" = 1'-0"2 OUTSIDE CORNER METAL PANELS @ COMMONS

3" = 1'-0"3 INSIDE CORNER METAL PANELS

3" = 1'-0"4 INSIDE CORNER AT EXISTING BRICK

ALUMINUM STOREFRONT SYSTEM,

MANUFACTURER'S HIGH PERFORMANCE SILL

STAINLESS STEEL SILL PAN FLASHING, NO

PENETRATIONS THROUGH. BEND LIKE THUS:

(E) FINISH TO REMAIN

MAINTAIN EXISTING ROOF ASSEMBLY

REFER TO WINDOW DEPTH

SEAL GAP BETWEEN WOOD SILL

AND WINDOW FRAME, TYP.

ALUMINUM L-ANGLE ATTACHMENT CLIP

AND FASTENERS BY STOREFRONT MFR

SEAL BETWEEN BACK DAM OF

SILL PAN AND FRAME, TYP.

REINSTALL (E) WOOD SILL

PLYWOOD BLOCKING AND SHIM. SHIM LEVEL

TO CONCEAL ALUMINUM ATTACHMENT CLIP.

SET SILL PAN IN TWO BEADS OF

BEDDING SEALANT, TYP.

SHIM, TYP.

JOINT BACKING AND SEALANT

TYPICAL WEATHER BARRIER AND

WALL ASSEMBLY

Z-METAL

FASTENER AND SEALANT PER PANEL MFR

(E) SHEET VAPOR RETARDER, TO REMAIN

3/ 8"

(E) INTERIOR TRIM TO REMAIN,

RUNS FULL LENGTH OF WALL

FOLDED AND

SOLDER END

DAM

SEE 1/A324 FOR JAMB TO SILL TERMINATION

1/2" JOINT WITH (2) 1-INCH WEEP

SLOTS PER WINDOW

A312

OAK FILLER PIECE BETWEEN (E) TRIM AND

RELOCATED SILL, FINISH TO MATCH (E)

(E) INTERIOR FINISHES TO REMAIN

PATCH/REPAIR GYP BOARD AS REQUIRED

SEALANT, ALL AROUND

TYPICAL WEATHER BARRIER AND WALL ASSEMBLY

FASTENER AND SEALANT PER PANEL MFR

WEATHER BARRIER ACCESSORY FLASHING

PRECOATED METAL FLASHING EDGE TRIM

JOINT BACKING AND SEALANT

ALUMINUM STOREFRONT SYSTEM

SHIM, TYP.

V.I.F.

2 1/2"

1/ 2"

CAULK TOP EDGE OF FLASHING

SEAL ENDS OF

FLASHING w/

SILICONE SEALANT

FOLD DOWN

DOG EAR, 3/4"

SEE 2/A324 FOR JAMB TO HEAD TERMINATION

ALUMINUM STOREFRONT SYSTEM

JOINT BACKING AND SEALANT

PRECOATED SHEET

METAL CLOSURE TRIM:

SEAL ENDS OF FLASHING

w/ SILICONE SEALANT

TYPICAL WEATHER BARRIER AND

WALL ASSEMBLY SYSTEM

SHIM, TYP.

WEATHER BARRIER

ACCESSORY FLASHING

PRECOATED METAL SIDING EDGE TRIM V.

I.F

V.I.F.

3/4"

EXISTING INTERIOR FINISHES TO REMAIN

EXISTING STRUCTURE TO REMAIN

PATCH/REPAIR GYP BOARD AS REQUIRED

SEALANT, ALL AROUND

(E) WALL ASSEMBLY TO REMAIN

(E) PRECOATED SHEET METAL FASCIA

JOINT BACKING AND SEALANT

ALUMINUM STOREFRONT SYSTEM

SHIM, TYP.

LAP NEW WRB OVER (E) FLASHING

(E) CONTINUOUS CLEAT

3/ 4"

PROVIDE 3/8" DIAMETER DRILLED WEEPS

@ 48" O.C.

SEE 3/A324 FOR JAMB TO HEAD

TERMINATION

STOREFRONT ALUMINUM SYSTEM

STAINLESS STEEL SILL PAN FLASHING

w/ END DAM & SOLDER CORNER:

(E) FINISH TO REMAIN

REFER TO WINDOW DEPTH

3/ 4"

SEAL GAP BETWEEN WOOD SILL

AND WINDOW FRAME, TYP.

ALUMINUM L-ANGLE ATTACHMENT CLIP

AND FASTENERS BY STOREFRONT MFR

SEAL BETWEEN BACK DAM OF

SILL PAN AND FRAME, TYP.

CUT BACK (E) GYP SILL TO ATTACH

ALUMINUM ATTACHMENT CLIP

SET SILL PAN IN TWO BEADS OF BEDDING SEALANT,

ON WRB AND HORIZONTAL LEG OF REGLET

SHIM, TYP.

JOINT BACKING AND SEALANT

WEATHER RESISTANT BARRIER,

LAP/SEAL OVER (E) EPDM ROOFING

PER WRB MFR.

CUSTOM GALV. SHEET METAL REGLET

(E) SHEET VAPOR RETARDER, TO REMAIN

SEE 3/A302 FOR BOTTOM OF

METAL PANELS @ MEMBRANE ROOF

5/ 8"

SEE DETAIL 1/A324 FOR JAMB TO SILL TERMINATION

NEW 1/2" WHITE MELAMINE SILL TO

CONCEAL ALUMINUM ATTACHMENT CLIP.

(E) EPDM ROOFING FLASHING,

VERIFY EPDM FLASHING RISES 8"

MINIMUM ABOVE TOP OF ROOF SURFACE

GALV. SHEET METAL COUNTERFLASHING,

4" TALL

1/2"

ALUMINUM STOREFRONT SYSTEM

JOINT BACKING AND SEALANT

PRECOATED SHEET METAL

CLOSURE TRIM:

SEAL ENDS OF

FLASHING W/

SILICONE SEALANT

SEE 3/A324 FOR JAMB

TERMINATION TO (E) CONT.

CLEAT

TYPICAL WEATHER BARRIER AND

WALL ASSEMBLY SYSTEM

SHIM, TYP.

WEATHER BARRIER

ACCESSORY FLASHING

PRECOATED METAL SIDING

EDGE TRIM

3/4"

I.F

V.I.F.

REVISIONS:

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C H

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E O

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WINDOW

DETAILS

Y O

C O

R U

O N

D O

C U

G B

G S

G U

N D

N U

E, E

U G

E, O R

3" = 1'-0"1 STOREFRONT SILL @ OFFICES

3" = 1'-0"2 STOREFRONT HEAD @ OFFICES

3" = 1'-0"3 STOREFRONT JAMB @ OFFICES

3" = 1'-0"6 STOREFRONT HEAD @ CLERESTORY

3" = 1'-0"5 STOREFRONT SILL @ CLERESTORY

3" = 1'-0"4 STOREFRONT JAMB @ CLERESTORY

GENERAL NOTES - WINDOW DETAILS

1. ALL DIMENSIONS ARE APPROXIMATE, CONTRACTOR TO

VERIFY IN THE FIELD. THE RELATIONSHIP OF EXISTING

WINDOWS TO FACE OF EXISTING SIDING.

ALUMINUM CURTAIN WALL SYSTEM

PRECOATED SHEET METAL FLASHING, FASTEN

VERTICAL LEG BEHIND CURTAIN WALL

PRESSURE PLATE

EXISTING ROOF

PATCH AND REPAIR (E) GYP AS

NECESSARY TO FIT FLUSH

FASTENER AND SEALANT PER PANEL MFR.

Z-METAL

TYPICAL WEATHER BARRIER

AND WALL ASSEMBLY

I.F

V.I.F.

2 3/4"

SHIM

A312

3/ 4"

WINDOW MFR. TO REVIEW

WINDOW PLACEMENT AND

ANCHORAGE WITH ARCHITECT.

SEE DETAIL 1/A324 FOR JAMB TO SILL TERMINATION

INTERIOR

EXTERIOR

FASTENER AND SEALANT PER PANEL MFR.

JOINT BACKING AND

SEALANT BOTH SIDES

SHIM, TYP.

ALUMINUM CURTAIN WALL SYSTEM

TYPICAL WEATHER BARRIER

AND WALL ASSEMBLY

WEATHER BARRIER FLASHING ACCESSORY

PRECOATED METAL SIDING EDGE TRIM,

HOLD TIGHT TO OPENING CLOSURE TRIM

3/4"

I.F

V.I.F.

PRECOATED SHEET METAL

CLOSURE TRIM:

SEAL ENDS OF

FLASHING W/

SILICONE SEALANT

SEE 3/A324 FOR JAMB

TERMINATION TO (E) CONT.

CLEAT

REMOVE AND REPLACE TRIM AS

REQUIRED

(E) DUCT/DAMPER

SEALANT AND BACKER ROD

PRECOATED SHEET METAL DRIP EDGE.

SEAL ENDS WITH SILICONE SEALANT.

FOLD DOWN DOG EAR 3/4" BOTH SIDES.

~24' - 0"

ROUGH OPENING

STATIONARY LOUVERS

TYP. WEATHER BARRIER AND WALL ASSEMBLY

WEATHER BARRIER ACCESSORY FLASHING

FASTENER AND SEALANT PER PANEL MFR.

CAULK TOP EDGE OF FLASHING

SEE 2/A324 FOR JAMB TO HEAD TERMINATION

ALUMINUM BRACKET BY

LOUVER MANUFACTURER

INTERIOR

EXTERIOR

STATIONARY LOUVERS, PAINTED

TO MATCH METAL PANEL SYSTEM

FASTENER AND SEALANT PER PANEL MFR.

JOINT BACKING AND SEALANT

TYPICAL WEATHER BARRIER

AND WALL ASSEMBLY

WEATHER BARRIER FLASHING ACCESSORY

PRECOATED METAL SIDING EDGE TRIM,

HOLD TIGHT TO OPENING CLOSURE TRIM

PRECOATED SHEET METAL

CLOSURE TRIM. SEAL ENDS

OF FLASHING W/ SILICONE

SEALANT.

ALUMINUM BRACKET BY LOUVER MANUFACTURER

(E) DUCT/DAMPER

PRECOATED SHEET METAL SILL PAN, FOLDED

AND SOLDERED AT BOTH ENDS. NO

PENETRATIONS THROUGH SILL PAN.

STATIONARY LOUVERS

REMOVE AND REPLACE TRIM AS REQUIRED

Z-METAL

TYPICAL WEATHER BARRIER

AND WALL ASSEMBLY

FASTENER AND SEALANT PER PANEL MFR.

SEE 1/A324 FOR JAMB TO SILL TERMINATION

ALUMINUM BRACKET BY

LOUVER MANUFACTURER

EXISTING INTERIOR

FINISHES, TO REMAIN

ALUMINUM CURTAIN WALL SYSTEM

JOINT BACKING AND SEALANT

PATCH AND REPAIR GYP

BOARD AS REQUIRED

SEALANT ALL AROUND

(E) WALL ASSEMBLY TO REMAIN

(E) PRECOATED SHEET METAL FASCIA

LAP NEW WRB OVER (E) FLASHING

(E) CONTINUOUS CLEAT

3/ 4"

PROVIDE 3/8" DIAMETER DRILLED WEEPS

@ 48" O.C.

SEE 3/A324 FOR JAMB TO HEAD TERMINATION

REVISIONS:

O N

C H

O M

E O

F x

O F

ISSUE DATE:

SHEET TITLE:

:4 3:

M C

:\P iv ot _A rc hi te ct ur e\

R ev it_

C O

E_ tra in in g_ C en tra l_

_l gh er si

7Q W

.rv t

A316

10.04.2021

WINDOW

DETAILS

Y O

C O

R U

O N

D O

C U

G B

G S

G U

N D

N U

E, E

U G

E, O R

3" = 1'-0"1 CURTAINWALL SILL @ COMMONS

3" = 1'-0"3 CURTAINWALL JAMB @ COMMONS

3" = 1'-0"6 LOUVER HEAD DETAIL

3" = 1'-0"4 LOUVER JAMB DETAIL

3" = 1'-0"5 LOUVER SILL DETAIL

3" = 1'-0"2 CURTAINWALL HEAD @ COMMONS

GENERAL NOTES - WINDOW DETAILS

1. ALL DIMENSIONS ARE APPROXIMATE, CONTRACTOR TO

VERIFY IN THE FIELD. THE RELATIONSHIP OF EXISTING

EXTERIOR SHEATHING

WEATHER RESISTANT BARRIER

(E) STUD WALL ASSEMBLY

WEATHER BARRIER ASSEMBLY, WRAP

INTO OPENING

SHEET METAL TRIM

PER DETAIL

ALUMINUM STOREFRONT SYSTEM

SHIM, TYP.

JOINT BACKING AND SEALANT

ALUMINUM STOREFRONT SYSTEM

WEATHER BARRIER ASSEMBLY SYSTEM

WEATHER BARRIER ASSEMBLY, WRAP

INTO OPENING

SHEET METAL TRIM

SHIM

JOINT BACKING AND SEALANT

PRECOATED METAL SIDING EDGE TRIM

WRAP WRB INTO OPENING.

LAP WRB OVER TRIM AT HEAD

INSTALL SHEET METAL HEAD AND

JAMB TRIM

SEAL SHEET METAL TRIM TO WRB

WITH ADHESIVE FLASHING

INSTALL SHEET METAL SILL PAN

A318

INSTALL & SEAL WINDOW SYSTEM INSTALL METAL SIDING AND SIDING

TRIM PROFILES

A316

REVISIONS:

O N

C H

O M

E O

F x

O F

ISSUE DATE:

SHEET TITLE:

:4 3:

M C

:\P iv ot _A rc hi te ct ur e\

R ev it_

C O

E_ tra in in g_ C en tra l_

_l gh er si

7Q W

.rv t

A317

10.04.2021

WINDOW

DETAILS

Y O

C O

R U

O N

D O

C U

G B

G S

G U

N D

N U

E, E

U G

E, O R

SECTION DETAIL @ SIDE JAMB SECTION DETAIL @ SIDE JAMB2 SECTION DETAIL @ SIDE JAMB3 SECTION DETAIL @ SIDE JAMB41

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

LAYERING AT OPENINGS WITH STEEL SIDING - JAMB

SECTION DETAILS

FRAME OPENING1 INSTALL & FLASH OPENING TRIM/ SILL2

INSTALL WINDOW SYSTEM3 INSTALL METAL SIDING4

1/2" = 1'-0"2

LAYERING AT OPENING WITH STEEL SIDING -

ELEVATION **WINDOWS NOT SHOWN TO SCALE. FOR REFERENCE ONLY.

GENERAL NOTES:

A. THESE DETAILS REPRESENT DESIRED OPENING DETAILING,

COORDINATED WITH THE WRB MANUFACTURER'S INSTALLATION

INSTRUCTIONS. CONTRACTOR TO REVIEW AND INTEGRATE INTO

SHOP DRAWINGS, AND REVIEW WITH ARCHITECT AT PRE-

INSTALLATION MEETING.

SILL PAN w/ END DAM

PROVIDE MOCK-UP FOR

REVIEW BY ARCHITECT.

JAMB FLASHING

JAMB FLASHING VERTICAL

LEGS FIT DOWN AROUND

SILL PAN END DAM

SEAL INSIDE FOLD OF JAMB FLASHING

WITH SILICONE SEALANT AND SET

INTO SILL FLASHING END DAM

PROVIDE SEALANT APPLICATION AT

CORNER OF SILL PAN WHEN

SOLDERING IS NOT FEASIBLE

HEAD FLASHING

(SHOWN IN BLUE)

JAMB FLASHING - BOTH

VERTICAL LEG FIT UP

UNDER HEAD FLASHING

DOG EAR

DOWN TURNED DOG EAR -

BENT DOWN FROM TOP HORIZONTAL

SEAL INSIDE FOLD OF

JAMB FLASHING w/

SILICONE SEALANT

PROVIDE SEALANT APPLICATION AT

CORNER TO CLOSE PIN HOLE GAP

AT INTERSECTION OF FLASHINGS

PROVIDE MOCK-UP FOR

REVIEW BY ARCHITECT.

(E) CONT. CLEAT

ADDED 1"X1" L-FLASHING OF

PREFORMED SILICONE SHEET, SET IN

SILICONE SEALANT TO UNDERSIDE

OF CONT. CLEAT. FIT TO OUTER SIDE

OF JAMB FLASHING. SET IN SILICONE

SEALANT.

JAMB FLASHING

PROVIDE MOCK-UP FOR

REVIEW BY ARCHITECT.

NEW COPING PER TYPICAL

DETAIL, SET IN A BED OF

SEALANT TO THE FLASHING

STAINLESS STEEL, FULLY

SOLDERED FLASHING, ON

TOP OF WRB & TIED IN

PER WRB MFR.

NEW SINGLE-PLY

MEMBRANE ADHERED

ON TOP OF STAINLESS

STEEL AND ADHERED

OR WELDED TO (E)

ROOFING, UP AND OVER

PARAPET.

METAL WALL PANEL EDGE

DETAILS SIMILAR TO 4/A301

(E) BRICK WALL

ASSEMBLY TO

REMAIN

(E) FLASHING

ASSEMBLIES TO

REMAIN

REVIEW (E) FLASHING CONDITION

WITH ARCHITECT IN FIELD AFTER

DEMOLITION. PROVIDE SHEET

METAL COUNTERFLASHING

AND/OR SEALANT AS REQUIRED TO

TIE INTO NEW METAL SIDING

SYSTEM

NEW METAL SIDING SYSTEM

REVISIONS:

O N

C H

O M

E O

F x

O F

ISSUE DATE:

SHEET TITLE:

:4 4:

M C

:\P iv ot _A rc hi te ct ur e\

R ev it_

C O

E_ tra in in g_ C en tra l_

_l gh er si

7Q W

.rv t

A318

10.04.2021

FLASHING

DETAILS

Y O

C O

R U

O N

D O

C U

G B

G S

G U

N D

N U

E, E

U G

E, O R

3" = 1'-0"1 JAMB TO SILL DETAIL

3" = 1'-0"2 HEAD TO JAMB FLASHING

3" = 1'-0"3 HEAD FLASHING TO (E) CONT. CLEAT

1 1/2" = 1'-0"5 FLASHING AT HIGH ROOF PARAPET

4 PANEL INTERSECTION W/ (E) BRICK AND ROOF

DRAWING SCALE IS 1/2 OF SCALE INDICATED

BUILDING CODE INFORMATION - TRAINING BUILDING

OCCUPANCY GROUP

CONSTRUCTION Tll'E

V - 1-HR V - 1-HR

(W/ FIRE--RESIS'II\'£ SUBSTITUTION PER SEC. 508)

BASE ALLOWABLE AREA

3 SIDE SEPARATION

(10,500 SF PER FLOOR)

21,000 SF TWO FLOORS

(14,000 SF PER FLOOR)

28,000 SF TWO FLOORS

21,000 SF TWO FLOORS 28,000 SF TWO FLOORS

AUTOMATIC SPRINKLER SYSTEM INCREASE

TOTAL ALLOWABLE AREA 42.000 SF TWO FLOORS 56,000 SF TWO FLOORS

(W/ 3 SIDE SEPARATI<:t, NCREASE)

ACTUAL AREA FIRST FLOOR

ACTUAL AREA SECOND FLOOR

ACTUAL AREA ROOF

TOTAL ACTUAL AREA

FLOOR AREA RATIOS

OCCUPANCY GROUP

ACTUAL AREA

TOTAL ALLOWABLE AREA

RATIO

ZONE

17,200 SF

29,050 SF

17,200 SF

54,000 SF

.32

1-3

PARKING SHOWN IN PACKAGE D - PERMIT LOG# 97-03500-01

CODE 1996 OREGON STRUCTURAL SPEClAL TY CODE

SEE A200 FOR FIRE RATED DIAGRAMS & EXITING DIAGRAMS

SEISMIC DESIGN: CODE REQUIREMENT: ZONE 3

AUTOMATIC SPRINKLER SYSTEM: PRO~DED

11,850 SF

...lL

11,850 SF

72,000 SF

.16 ~ 4ll 10

BUILDING CODE INFORMATION - LOGISTICS BUILDING ,#1", ~'f>•,{',,~·

,-i-•' #' ~,,._¢F

OCCUPANCY GROUP S-1 F-1 B H-4

CONSTRUCTION Tll'E V-N V-N V-N V-N

BASE ALLOWABLE AREA 8,000 SF 8,000 SF 8,000 SF 11,200 SF

3 SIDE SEPARATION 8,000 SF 8,000 SF 8,000 SF 11,200 SF

AUTOMATIC SPRINKLER SYSTEM INCREASE 32,000 SF 32,000 SF 32,000 SF 44,600 SF

TOTAL ALLOWABLE AREA PER OCC 48,000 SF 48,000 SF 48,000 SF 67,000 SF

(W/ 3 SIIE SEPARATION .t AUTOMATIC SPRltlQ.ER SYSTEM INCREASE)

ACTUAL AREA

TOTAL ACTUAL AREA

FLOOR AREA RATIOS

OCCUPANCY GROUP

ACTUAL AREA

TOTAL ALLOWABLE AREA

RATIO

ZONE

5142 SF

S-1

5142 SF

48,000 SF

.11

1-3

11532 SF 4085 SF

23,241 SF

F-1

11532 SF

4085 SF

48,000 SF 48,000 SF

.24 .09

PARKING SHOWN IN PACKAGE D - PERMIT LOG# 97-03500-01

CODE 1996 OREGON STRUCTURAL SPEClAL TY CODE

SEE A232 FOR FIRE RATED DIAGRAMS & EXITING DIAGRAMS

SEISMIC DESIGN: CODE REQUIREMENT: ZONE 3 ESSENTIAL FACILITY

DESIGN STANDARD: ZONE 4 ESSENTIAL FACILITY

AUTOMATIC SPRINKLER SYSTEM: PRO~DED

BUILDING CODE INFORMATION - DRILL TOWER

OCCUPANCY GROUP

CONSTRUCTION Tll'E

TOTAL ALLOWABLE AREA

ACTUAL AREA BASEMENT

ACTUAL AREA FlRST FLOOR

ACTUAL AREA SECOND FLOOR

ACTUAL AREA THIRD FLOOR

ACTUAL AREA FOURTH FLOOR

ACTUAL AREA FlFTH FLOOR

ACTUAL AREA SIXTH FLOOR

TOTAL ACTUAL AREA

ZONE

U-2 SPECIAL USE BY lRAINED PERSOftEL otl.Y, NOT USED BY PUBLIC

V-N

NOT RESTRICTED

525 SF

1,475 SF

675 SF

300 SF

5,790 SF

1-3

CODE 1996 OREGON STRUCTURAL SPEClAL TY CODE

SEISMIC DESIGN: CODE REQUIREMENT: ZONE 3

AUTOMATIC SPRINKLER SYSTEM: NOT PROVIDED

2482 SF

H-4

2482 SF

67,000 SF

.04 ""A!:1/i

SYMBOLS

$ BUILDING SECTION

or BUILDING ELEVATION

EB DETAIL NUMBER

& KEYNOTE

" ~RTICAL ELEVATION

--,-- EXISTING FENCE TO REMAIN

----M--~ EXISTING FENCE TO BE REMO~D

NEW FENCE

------ LIMIT OF WORK - PER PACKAGE

--- MATCH LINE

◊ SITE LIGHT FIXTURE

+-0+ FIRE HYDRANT

0- BUILDING GRID LINE

0 WINDOW SYMBOL

I XXX I ROOM NUMBER

DOOR SYMBOL

SIGN SYMBOL

WALL ASSEMBLIES - SEE A201

± RESILIENT CHANNEL - TlHIS SIDE OF WALIL

¾ WALL SHEA TlHING (INTERIOR) - TlHIS SIDE OF WALL

~ INTERIOR ELEVATION SYMBOL

~ GRADE

SEE ADDITIONAL DRAI\INGS FOR ADDITIONAL SYMBOLS.

AFF

AFP

B.O.

BLDG

BRK

C.F.C.I.

ABBREVIATIONS

ANCHOR BOLT

ASPHAL TIC CONCRETE

ABOVE FINISH FLOOR

ALUMINUM FACED PANEL

BOTTOM OF

BUILDING

BRICK

CENTER LINE

CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CLG. CEILING

CMP

COL

CONC

CORRUGATED METAL PIPE

COLUMN

CONCRETE

CMU CONCRETE MASONRY UNIT

CONT. CONTINUOUS

DBL

DISP.

DWG

DOUBLE

DIAMETER

DISPENSER

DRA'MNG

DOWN SPOUT

E.W. EACH WAY

EA. EACH

ELEC. ELECTRICAL

ELEV. ELEVATION

EP ELECTRICAL PANEL

EQ.

(E)

EXT.

F.E.C.

F.F.

F.F. ELEV.

FlN.

EQUAL

EXISTING

EXTERIOR

FLOOR DRAIN

FlRE EXTINGUISHER CABINET FlNISH FLOOR

FlNISHED FLOOR ELEVATION FlNISH

FLR. FLOOR

FLASH.

FTG.

FLASHING

FOOTING

GA. GAUGE

GLB GWE LAM BEAM

GYP BRD

H.C.

H.S.

H.S.B.

GYPSUM BOARD

HANDICAP

HOLLOW STEEL

HIGH STRENGTH BOLT

HGT. HEIGHT

HORIZ.

INSUL.

INT.

IWP.

LSL

LVI.

MAT.

MAX.

MFG

MFR

MECH

MIN

N.I.C.

NMF

N.T.S.

0. TO 0.

o.c.

O.F.C.I.

O.F.0.1.

O.F.S.

OPP.

P.S.

P.T.

P-#

P. LAM.

HORIZONTAL

INSULATION

INTERIOR

INTERIOR WALL PANELS

LAMINA TED STRAND LUMBER

LAMINA TED VENEER LUMBER

MATERIAL

MAXIMUM

MANUFACTURER

MECHANICAL

MINIMUM

NOT IN CONTRACT

NON-LOAD BEARING METAL STUD FRAMING

NOT TO SCALI

OUT TO OUT

ON CENTER

OWNER FURNISHED/ CONTRACTOR INSTALLID

OWNER FURNISHED/ OWNER INSTALLED

OUTSIDE FACE OF STUD

OPPOSITE

PAINT SYSTEM (SEE SPECIFICATION SECTION 09900)

PRESSURE-TREATED

PLUMBING FlXTURE

PLASTIC LAMINA TE

PLY., PL Y'MJ. PLYWOOD

R RADIUS

RBM

RCP

R.O.

RM., RMS.

R.O.W.

RUB.

SHEATH.

SHT.

SIM.

SPECS.

SID.

STL.

S.STL.

SIM

SMF

TEMP

T&G

T&B

REINFORCED BRICK MASONRY

REINFORCED CONCRETE PIPE

ROUGH OPENING

ROOM, ROOMS

ROOF DRAIN

RIGHT OF WAY

RUBBER

SHEATHING

SHEET

SIMILAR

SPECIFlCA TIONS

STANDARD

STEEL

STAINLESS STEEL

STORM DRAIN

SIMILAR

STRUCTURAL METAL STUD FRAMING

SITE PLAN

TEMPORARY

TONGUE & GROOVE

TOP & BOTTOM

T.O. TOP OF

T.O.C. TOP OF CONCRETE

T.O.W.

T.O.S.

Tl1' U.N.O.

VCT

TOP OF WALL

TOP OF STRUCTURE

Tll'ICAL

UNLESS NOTED OTHER'MSE

'IINYL COMPOSITION TILE

VEN. VENEER

VERT. vffiTICAL

VEST. VESTIBULE

W.A. WALL ASSEMBLY

W.P. WATERPROOF

W/ 111TH

SEE ALSO STRUCTURA~ Cl~L. MECHANICA~ LANDSCAPE & ELECTRICAL DRA'MNGS

FOR ADDITIONAL ABBRE'IIA TIONS.

ARCHITECTURB

& PLANNING, PC

12 WBIT DOADWAY

llllClllNII, aulDI !174111

PIIClNB !4"'40-7291 PAX J41J42.lm

DRAWINGS ARE BASED ON

FIELD INFORM A TlON PROVIDED

BY THE CONTRACTOR

CITY OF EUGENE

PUBLIC SAFETY FACILITIES

1701 W. Second Avenue Eugene, OR 97402

PSF PACKAGE

TRAINING, LOGISTICS,

& DRILL TOWER

SYMBOLS, ABBREVIATIONS,

CODE INFORMATION

PROJECT RECORD

DOCUMENTS

01997 WBGS ARCHl1ECTURE &: PLANNING PC

DRAWN: PR<>.ECT NO:

MGe'-= Cf536/PAGK-G

CHECKED; FILE NO:

EL& G-60011'NS G001

DA TE: PLO I SCALE:

12/15/Cl1 1,e,• .. 1•-0•

FOR REFERENCE ONLY

cduncan Highlight cduncan Highlight

DRAWING SCALE IS 1/2 OF SCALE INDICATED

EXTENT OF WALLS DIAGRAM

SECOND FLOOR

FIRST FLOOR

STIJDS AND FINISH TO STRlJGTURE. 5EE ORAHIHG A:222 FOR T'l'PIC.AL TOP OF

KA.LL DETAILS AT ACOUSTIC.N..LY RATED AND FIRE RATED NALLS.

EX'TcRIOR l'iAUS - INTERIOR FINISH TERMINATE fJ,SO\/E CEILING.

PARTIAL-+IE16HT WALL.

STIJDS AND FINISH TERMINATE ABOVE CEILING. BRAGE TOP OF NALL TO

STRIJGTURE JIIIITH I 1/4" x 16 ga 6ALV SlcEL STRAP, OR 51HP.50N G518. INSTALL STRAPS TAllT. PROVIDE AT b'-01 O.G. MAX, 3' MAX FROM ENDS, t,' MAX FR.DH CORf,,ERS, YIIAU. BRACIN6 NOT REGlJIRED J.'+ERE ~ FRAH:S TO ROOF OR

FOR HAU.5 WITH CR055-WALL.5 LE55 TI-IAH 12' APART IF TOP PLATE 15

GONTlt-UOUS.

EXITING DIAGRAM

164 TOTAL

SECOND FLOOR

41 30

FIRST FLOOR

FIRE RATED DIAGRAM

I-HR.RATED 5MOKE-Fl<OOF ___ , ENC,LOSIR -

AREA OF l<E5Gl,le

ASSISTANCE

1-1-R RATED ROOF/CEILING A55&Ell.. Y

I-HR RATED

5MOICE--l'ROOF

ENC,LOSIR -

AREA OF l<E5Gl,le

ASSISTANCE

ROOF/GEILIN6

AS6!Mll..1'

SECOND FLOOR

CONTINJATION OF EXITTIN6 --,

STSTEM - RATED EXTERIOR

""'-LS

I-HR TED I

1-t-R RATED FLOOR/CEILIHG AS5B-Ell.. Y r ...,""<'"~ 'v,Y..,,..,~ + >:,,, I, FIRST FLOOR

1-+R RATED Fl..OOR/CEILINeo A&SEMBLY BASED ON UL DE515N oct:25.

1-1-R RATED ROOF/CEILING A95EMBL Y BA5ED ON UL DE516N 0192.

I-I-IRAA1cD OCG,!PANCY SePARATION

- I-HR RATED

INTcRIOR NALLS

- I-HR RATED

ROOF/C,EILIN6 A551:M5LY

I-HR RATED

CORRIDOR

- H·RRAlED

INTERJ

- 1-1-RRATED

FLOOR/GEILIHG OR

ROOF/GEILIN6

A55EMBL1'

KEY NOTES - DIAGRAMS - TRNG BLDG

ARCHITECTURB

& PLANNING, PC

12 WBIT DOADWAY

llllClllNII, aulDI !174111

PIIClNB !4"'40-7291 PAX J41J42.lm

DRAWINGS ARE BASED ON

FIELD INFORM A TlON PROVIDED

BY THE CONTRACTOR

CITY OF EUGENE

PUBLIC SAFETY FACILITIES

1701 W. Second Avenue Eugene, OR 97402

PSF PACKAGE C

TRAINING, LOGISTICS,

& DRILL TOWER

TRAINING BUILDING

FIRST FLOOR

PATTERN PLANS

PROJECT RECORD

DOCUMENTS

01997 WBGS ARCHl1ECTURE &: PLANNING PC

DRAWN: PR<>.ECT NO:

GNl'l '15a6,PAGK-C

CHECKED; FILE NO:

EL& C.-A.200 A200

DA TE: PLO I SCALE:

12/15/Cl1 1/e"=l'-O"

FOR REFERENCE ONLY

cduncan Highlight cduncan Oval

FACILITIES MANAGEMENT, CITY OF EUGENE

210 CHESHIRE AVENUE

EUGENE, OREGON 97401

PHONE: (541) 682-5547

CONTACT: LOREN BERRY

OWNER

PIVOT ARCHITECTURE PC

44 WEST BROADWAY, SUITE 300

EUGENE, OR 97401

PHONE: (541) 342-7291

CONTACT: LARRY BANKS

ARCHITECT

ABBREVIATIONS

ACOUS

ACT

AFF

ALUM

BLDG

CFCI

CLG

CLR

CMU

COL

CONC

CONT

CPT

DBL

DEMO

DIAG

DIA

DISP

DTL

DWG

(E)

EL, ELEV

ELEC

EXT

FEC

FFE

FIN

FLR

FOF

FRP

FTG

GLB

GYP BD

GYP

HGT

HORIZ

INSUL

INT

LAV

LOC

MAX

MECH

MFR

MIN

MISC

MTL

NTS

OFCI

OFOI

OFS

OPNG

OPP

P LAM

PTD

PLY

ROW

RUB

RVL

SECT

SHT

SIM

SPECS

SQFT, SF

S STL

STD

STL

STRUC

T T&B T&G

TEMP

TOC

TOW

TOS

TYP

UNO

VFY

VIF

WRB

ANCHOR BOLT

ASPHALTIC CONCRETE

ACOUSTIC

ACOUSTICAL TILE CEILING SYSTEM

ABOVE FINISH FLOOR

ALUMINUM

BUILDING

BOTTOM OF

CATCH BASIN

CONTRACTOR FURNISHED/CONTRACTOR INSTALLED

CONTROL JOINT

CENTER LINE

CEILING

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONTINUOUS

CARPET

DOUBLE

DEMOLITION/DEMOLISH

DOUGLAS FIR, DRINKING FOUNTAIN

DIAGONAL

DIAMETER

DISPENSER

DOWN

DOWNSPOUT

DETAIL

DRAWING

EXISTING

EACH

EXPANSION JOINT

ELEVATION

ELECTRICAL

EQUAL

EACH WAY

EXTERIOR

FLOOR DRAIN

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH FLOOR ELEVATION

FINISH FLOOR

FINISH/FINISHED

FLOOR

FACE OF

FACE OF FINISH

FIBER REINFORCED PANEL

FOOTING

GAUGE

GRAB BAR

GLUE LAM BEAM

GYPSUM BOARD

HEIGHT

HORIZONTAL

HANDRAIL

HOLLOW METAL

INSULATION

INTERIOR

JOINT

KNOCK DOWN

LAVATORY

LOCATION

MAXIMUM

MECHANICAL

MANUFACTURER

MINIMUM

MISCELLANEOUS

METAL

NOT TO SCALE

ON CENTER

OUTSIDE DIMENSION

OWNER FURNISHED CONTRACTOR INSTALLED

OWNER FURNISHED OWNER INSTALLED

OUTSIDE FACE OF STUD

OPPOSITE HAND

OPENING

OPPOSITE

PANEL JOINT

PLASTIC LAMINATE

PAINT SYSTEM

PRESSURE TREATED

PAINTED

PLYWOOD

RADIUS

RUBBER BASE

ROOF DRAIN

ROOM

ROUGH OPENING

RIGHT OF WAY

RUBBER

REVEAL

STORM DRAIN

SECTION

SHEET

SIMILAR

SPECIFICATIONS

SQUARE FOOT

STAINLESS STEEL

STANDARD

STEEL

STRUCTURAL

TEMPERED

TOP & BOTTOM

TONGUE AND GROOVE

TEMPORARY

TOP OF

TOP OF CONCRETE

TOP OF WALL

TOP OF STRUCTURE

TYPICAL

UNLESS NOTED OTHERWISE

VERIFY

VERIFY IN FIELD

WALL ASSEMBLY

WITH

WEATHER BARRIER

WOOD

WATER PROOF

WATER-RESISTIVE BARRIER

X00

20'-0" A511

TYP

3A201 BUILDING ELEVATION

A541 INTERIOR ELEVATION

BUILDING SECTION

KEYNOTE

SPECIFICATION KEYNOTE*

FINISH TAG

DETAIL CALLOUT

DETAIL SECTION

REVISION TAG

COLUMN CENTERLINE

EXISTING COLUMN

CENTERLINE

ACCESS CONTROL

ROOM NAME

A101

05 5000-A

WALL SECTION

CASEWORK

A511

TYP

ARCHITECTURAL SYMBOLS

FLOOR MATERIAL

TRANSITION

ROOM NAME & NUMBER

WINDOW SYMBOL

DOOR SYMBOL

CEILING HEIGHT SYMBOL

STOREFRONT SYMBOL

VERTICAL ELEVATION

INTERIOR WALL TYPE

WITH NO SOUND

ATTENUATION

INTERIOR WALL

TYPE WITH SOUND

ATTENUATION

FIRE EXTINGUISHER

EXIT SIGN

ROOM FINISH TAG

DOOR ACTUATOR

TEMPERED GLAZING

SLOPE ARROW

(SLOPE AS INDICATED)

*LETTER IS A DESIGNATOR AND IS

NOT LINKED TO A SPECIFIC SPEC

ITEM

P - 1

101A

EXIT

XXX/ XXX

SLOPE

4:12

XXX

A101

LINEWORK AND FILL PATTERNS:

EXISTING ASSEMBLIES (GRAY)

NEW ASSEMBLIES (BLACK)

PROJECT SITE:

1705 W 2nd Ave

Eugene, OR

WEST TO

THE OREGON

COAST

E R

O N

R O

R D

ROYAL AVE

ROOSEVELT

BLVD

W FIRST AVE

BARGER

BELTLINE ROAD

HIGHW

AY 99

BELTLINE ROAD

CAL YOUNG ROAD

G O

O D

D R

R D

WEST 11TH (126)

WEST 18TH

7TH AVE

6TH AVE

2ND AVE

BLAIR

24TH AVE

C H

R S

T AG

FRANKLIN BLVD

UNIVERSITY

OF OREGON

SKINNERS

BUTTE PARK

CENTENNIAL

COBURG RD

SPRINGFIELD

I-5

I-105

EAST TO

THURSTON

NORTH TO

PORTLAND

SOUTH TO

ROSEBURG

IVER

R O

WILLAMETTE RIVER

• 2019 OSSC

• 2018 IEBC (W/OSSC CHP 34 EDITS)

• ASHRAE 90.1-2016 (W/OSSC CHP 13 EDITS)

WE CONSIDER THIS PROJECT A "REPAIR" TO CORRECT

DAMAGE, PER OSSC 202 DEFINITIONS.

APPLICABLE CODES:

REVISIONS:

O N

C H

O M

E O

F x

O F

ISSUE DATE:

SHEET TITLE:

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10.04.21

TITLE SHEET

Y O

C O

R U

O N

D O

C U

G U

N D

N U

E, E

U G

E, O R

PROJECT TEAM

FIRE STATION #2 SIDING UPGRADES

CITY OF EUGENE

1725 W 2ND AVENUE, EUGENE, OR

PUBLIC SAFETY FACILITIES SIDING UPGRADES

CONSTRUCTION DOCUMENTS

10.04.21 1818.01

SHEET INDEX

GENERAL

T-S2 TITLE SHEET

DEMOLITION

D121 DEMOLITION FLOOR PLAN

ARCHITECTURE

A021 SITE PLAN

A121 FLOOR PLAN

A122 EXISTING ROOF PLAN

A221 EXTERIOR ELEVATIONS

A222 EXTERIOR ELEVATIONS

A321 BUILDING AND WALL SECTIONS

A322 WALL SECTIONS

A323 EXTERIOR DETAILS

A324 EXTERIOR DETAILS

A325 EXTERIOR DETAILS

A326 WINDOW DETAILS

A327 FLASHING DETAILS

VICINITY MAP

CODE INFORMATION

214215 213 212 211

204203202

230226

DORM

DORMDORMDORM DORM DORM

ROOM

MEN'S

DORM

ROOM

WOMEN'S

PHONE

ELEVATOR

EQUIPMENT

DORM DORM

JAN

BATH

ROOM

BATH

ROOM

BATH

ROOM

BATH

ROOM

STOR

A 223 A

125 124 123

131136

128 129

134 132

108 148

142144

146147

TURN OUT

STORAGE 2

MEDIC

APPARATUS BAY 2APPARATUS BAY 1 APPARATUS BAY 3

DINING ROOM

BEDROOM

LOBBY

CHIEF'S OFFICE

KITCHEN DAY ROOM BEDROOM

DINING RM

STORAGE

APP

APPARATUS BAY 4

OFFICE 2

OFFICE OFFICE

STORAGE RM

RECYCLE ROOM

BATH

UTILITY

ROOM

TELCO RM

KITCHEN 1

SHOP

TRASH

ENCLOSURE

CENTER

OFFICE 3

STORAGE

LOGISTICS

ROOM

FILE

ELEC RM

DAY ROOM

TURN OUT

STORAGE

EXERCISE ROOM

STORAGE

TEAM

SPECIAL

TEAM

ENTRY

EMPLOYEE

PHONE

TOWER

RESOURCE

LEARNING

BAY 5

AREA NOT IN

SCOPE OF WORK

DEMOLITION LEGEND

EXISTING WALL ASSEMBLY

WALL (OR PORTION OF) TO BE

DEMOLISHED

WALL PATTERNS

REVISIONS:

O N

C H

O M

E O

F x

O F

ISSUE DATE:

SHEET TITLE:

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10.04.21

DEMOLITION

FLOOR PLAN

Y O

C O

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O N

D O

C U

G U

N D

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U G

E, O R

GENERAL NOTES - DEMOLITION

A. THE ADJACENT EXISTING FACILITIES SHALL REMAIN IN FULL OPERATION

DURING DEMOLITION AND DURING ALL CONSTRUCTION WORK.

B. MAINTAIN SAFE ACCESS TO AND EGRESS FROM…

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