gsl properties california otak, inc...room number tempered glazing graphic scale revision tag and...

otak

GSL Properties California OTAK, Inc

The

Orc

hard

s S

enio

r H

ousi

ng -

Pac

kage

#2

Perm

it S

ubm

itta

l08.2

8.0

8

ASSEMBLY TAG

WINDOW TAG

DOOR TAG

NORTH ARROW

DETAIL TAGS

EXTERIOR ELEVATION TAG

INTERIOR ELEVATION TAG

BUILDING SECTION TAG

WALL SECTION TAG

ELEVATION DATUM

GRID LINE/ GRID BUBBLE

ROOM TITLE

ROOM NUMBER

TEMPERED GLAZING

GRAPHIC SCALE

REVISION TAG AND CLOUD

A1

A3.02 3

N

A101

1

SIM

0

TOP OF SLAB100'-0"

A101

1

SIM

1

A101

SIM

ROOM NAME

101

101

A3.02 1A1C

1D

1B

1

A101

SIM1

A101

SIM

T

A8.01 A8.01

A5.11

A4.01

A4.11

SIMSIM

SIMSIM

SIM

1

2

2

0' 4' 8' 16'

Ironwood AveIronwood Ave

Moreno Valley Hwy60

Hea

co

ck S

t

Gregory Ln

Davis

St

Pe

rris

Bl v

d

Ind

i an

St

Hub

ba

rd S

t

Hemlock Ave Hemlock Ave

60

PROJECTSITE

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description

17355 SW Boones Ferry RdLake Oswego, OR 97035

Phone 503.635.3618Fax 503.635.5395

CaliforniaOTAK, Inc.

2164 SW Park PlacePortland, OR 97205

If this drawing is less than 24" x 36", it hasbeen reduced. Scale accordingly.

Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB

11636 Heacock StreetMoreno Valley, CA

10

/14

/20

08

2:4

4:4

0 P

M

The OrchardsSeniorApartmentsPackage #2

GSL Properties

August 28, 2008

13463

A0.01

Cover Sheet

Not fo

r C

onstr

uction -

Oct 14, 2008

PROJECT TEAM

OWNER/DEVELOPER

GSL PROPERTIES2164 SW PARK PLACEPORTLAND, OR 97205PHONE: (503) 224-2554 FAX: (503) 223-4463CONTACT: SKIP GRODAHL

STRUCTURAL ENGINEER

LANDSCAPE ARCHITECT

CALIFORNIA OTAK, INC.17355 SW BOONES FERRY ROADLAKE OSWEGO, OR 97035PHONE: (503) 635-3618 FAX: (503) 635-5395CONTACT: LAURA ANTONSON

CIVIL ENGINEER

GEOTECHNICAL ENGINEER

MECHANICAL/ELECTRICAL/PLUMBING ENGINEER

CONTRACTOR

GSL CONSTRUCTION941 NW NAITO PARKWAYSUITE B-1PORTLAND, OR 97209PHONE: (503) 295-9650 FAX: (503) 295-9655CONTACT:

ENAYAT SCHNEIDER ENGINEERING, INC.3300 LARIMER STREETDENVER, CO 80205PHONE: (720) 904-1234 FAX: (720) 904-5678CONTACT: WAHID ENAYAT

MFIA, INC. CONSULTING ENGINEERS2007 SE ASH STPORTLAND, OR 97214PHONE: (503) 234-0548 FAX: (503) 234-0677CONTACT: JIM TORMEY

GENERAL NOTES

1. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN OWNERAND CONTRACTOR, CONDITIONS OF THE CONTRACT (GENERAL, SUPPLEMENTARY,AND OTHER CONDITIONS), DRAWINGS, SPECIFICATIONS, ADDENDA ISSUED PRIORTO AGREEMENT AND MODIFICATIONS ISSUED AFTER EXECUTION OF THECONTRACT.

2. ANY DOCUMENT IN THIS SET WHICH HAS BEEN PREPARED BY ANYSUBCONTRACTOR, DESIGNER, AND/OR SUBCONSULTANT WHO IS UNDER ACONTRACT DIRECTLY WITH THE OWNER AND/OR CONTRACTOR IS ONLY INCLUDEDIN THIS SET FOR PURPOSES OF REFERENCE AND COORDINATION. OTAKDISCLAIMS ALL LIABILITY RELATING TO THE DRAWING AND CONSTRUCTION OF THEIMPROVEMENTS OR SYSTEMS IT DEPICTS EXCEPT AS SPECIFICALLY ASSUMED IN AWRITTEN CONTRACT SIGNED BY OTAK AND THE OWNER.

3. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSEIN ELECTRONIC FORM, PREPARED BY THE ARCHITECT, AND THE ARCHITECT'SCONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE WORK TO BEEXECUTED BY THE CONTRACTOR IS DESCRIBED. UNLESS INDICATED OTHERWISE,THE ARCHITECT AND ARCHITECT'S CONSULTANTS SHALL BE DEEMED THE AUTHORSOF THEM AND WILL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVEDRIGHTS, IN ADDITION TO THE COPYRIGHTS.

4. IF COORDINATION OF ARCHITECTURAL, CIVIL, LANDSCAPE, STRUCTURAL,MECHANICAL, ELECTRICAL, PLUMBING AND SPRINKLER ELEMENTS RESULT INCONFLICTS, NOTIFY ARCHITECT IMMEDIATELY PRIOR TO COMMENCING ANY WORKOF ELEMENTS RESULTING IN CONFLICTS.

5. SLOPE ALL GRADES AT PLANTING AREAS, SIDEWALKS AND ASPHALT PARKINGPAVING WITHIN 5' OF A BUILDING AWAY FROM THE BUILDING. IF CONFLICTSOCCUR, NOTIFY ARCHITECT IMMEDIATELY. SEE CIVIL DRAWINGS FOR FINISHEDGRADES ADJACENT TO BUILDINGS.

VICINITY MAP

GENERAL INFORMATION

ARCHITECT

CALIFORNIA OTAK, INC.17355 SW BOONES FERRY ROADLAKE OSWEGO, OR 97035PHONE: (503) 635-3618 FAX: (503) 635-5395CONTACT: JENNIFER NYE, KEVIN JANIK

SYMBOLS

N

Package #2

PROJECT DESCRIPTION: THIS PROJECT CONSISTS OF FIVE SENIOR APARTMENTBUILDINGS, SWIMMING POOL, SPA AND ACCESSORY STRUCTURES. THE PROJECTIS DIVIDED INTO THREE PACKAGES:

SITE DEVELOPEMENT - CIVIL AND LANDSCAPEPACKAGE 1 - BUILDINGS 1-4, CARPORTS, TRASH ENCLOSURES, MONUMENT

SIGNPACKAGE 2 - BUILDING 5, POOL HOUSE

BUILDINGS 1-4 ARE TWO STORY BUILDINGS, EACH CONTAINING 16 UNITS.GROUND FLOOR UNITS WILL MEET CHAPTER 11 REQUIREMENTS FORACCESSIBLITY. BUILDING 5 IS A THREE STORY BUILDING, EACH FLOOR IS SERVEDBY AN ELEVATOR. ALL UNITS IN BUILDING 5 WILL MEET CHAPTER 11REQUIREMENTS FOR ACCESSIBILITY. THIS BUILDING ALSO INCLUDES A FITNESSCENTER, OFFICES AND ASSEMBLY SPACES ON THE GROUND FLOOR.

LAND USE CASE FILE: CITY OF MORENO VALLEY, PA06-0092

BUILDING CODE EDITION: 2007 CALIFORNIA BUILDING CODE

FIRE SPRINKLERS: THE BUILDING IS TO BE EQUIPPED WITH NFPA TYPE 13SPRINKLERS THROUGHOUT, INCLUDING RESIDENTIAL BALCONIES.

DEFERRED SUBMITTALS:

1. FLOOR JOISTS2. ROOF TRUSSES3. FIRE ALARM4. LOW VOLTAGE5. FIRE SPRINKLER6. POOL & SPA7. IRRIGATION SYSTEM

JOHN R. BYERLY INC.2257 SOUTH LILAC AVEBLOOMINGTON, CA 92316-2907PHONE: (909) 877-1324 OR (909) 783-1910 FAX: (909) 877-5210CONTACT: GLENN S. FRASER

ADKAN ENGINEERS6820 AIRPORT DRIVERIVERSIDE, CA 92504PHONE: (951) 688-0241 FAX: (951) 688-0599CONTACT: BRYAN INGERSOLL

NOT TO SCALE

DRAWING INDEX

ARCHITECTURAL

E1.0 Electrical Symbol List

E1.1 Electrical Site Plan

E1.2 Luminaire Schedule and Details

E1.3 One-Line Diagram

E1.4 Load Summaries

E1.5 Panel Schedules

E1.6 Lighting Control Diagrams

E1.7 Lighting Compliance Forms

E1.8 Lighting Compliance Forms

E2.1c Bldg Type C First Floor Lighting Plan

E2.2c Bldg Type C Second Floor Lighting Plan

E2.3c Bldg Type C Third Floor Lighting Plan

E3.1c Bldg Type C First Floor Power Plan

E3.2c Bldg Type C Second Floor Power Plan

E3.3c Bldg Type C Third Floor Power Plan

E4.1c Bldg Type C Typical Unit Plans

E5.1 Pool House Elecrical Plan

M1.0 Bldg Type #3 Mechanical Schedules and Details

M2.1 Bldg Type #3 First Floor Mechanical Plan

M2.2 Bldg Type #3 Second Floor Mechanical Plan

M2.3 Bldg Type #3 Third Floor Mechanical Plans

M3.1 Bldg Type #3 Mechanical Unit Plan

P1.1 Bldg Type #3 Plumbing Schedules and Details

P2.0 Bldg Type #3 Underground Plumbing Plan

P2.1 Bldg Type #3 First Floor Plumbing Plan

P2.2 Bldg Type #3 Second Floor Plumbing

P2.3 Bldg Type #3 Third Floor Plumbing Plan

P3.1 Bldg Type #3 Plumbing Unit Details

P3.2 Bldg Type #3 Pool House Plumbing Floor Plan

P4.1 Bldg Type #3 Plumbing Riser Diagrams

P4.2 Bldg Type #3 Plumbing Riser DiagramsA1.01 Construction Assemblies

A1.02 Construction Assemblies

A1.03 Schedules

A2.01 First Floor Plan

A2.02 Second Floor Plan

A2.03 Third Floor Plan

A2.04 Roof Plan

A3.01 Exterior Elevations

A3.02 Exterior Elevations

A4.01 Building Sections

A4.11 Wall Sections

A4.12 Wall Sections

A4.13 Wall Sections

A5.01 Unit 0C Floor Plan, Interior Elevations



A5.11 Stair 1 & Elevator Plans and Sections

A6.01 Interior Elevations

A6.02 Enlarged Plan & Interior Elevations

A7.01 First Floor Reflected Ceiling Plan

A7.02 Second Floor Reflected Ceiling Plan

A7.03 Third Floor Reflected Ceiling Plan

A8.01 Exterior Details



A8.11 Interior Details

A8.12 Interior Details

A9.01 Pool House

S3.14 Shear Wall Elevations

S8.01 Foundation Details

S8.02 Framing Details

S8.03 Framing Details

S8.04 Roof Framing Details

S0.01 General Notes

S2.31 Foundation Plans

S2.32 2nd Floor Framing Plan

S2.33 3rd Floor Framing Plan

S2.34 Roof Framing Plan

S3.11 1st Floor Shear Wall Plans

S3.12 2nd and 3rd Floor Shear Wall Plans

S3.13 Shear Wall Elevations

L1.1 Layout Plan

L1.2 Layout Plan

L2.1 Planting Plan

L2.2 Planting Legend and Details

L3.1 Planting Notes and Details

L3.2 Construction Details





---- Not Issued

A0.00 Coffee Cover

A0.01 Cover Sheet

A0.02 Site Reference Plan

A0.11 Code Summary

A0.12 Fire / Life Safety Plans

LANDSCAPE

CIVIL

STRUCTURAL

MECHANICAL

ELECTRICAL

PROJECT INFORMATIONPROJECT INFORMATION

# OFUNITS

PARKINGREQUIRED

32

PRIVATE OPENSPACE

1BD/1BA 668 109

UNITSIZE

32 x 1.25 = 40

60

3

3

16

16

UNIT

1A

1C

2C

0C

2A

2B

BED/BA

1BD/1BA

2BD/1BA

STUDIO

2BD/2BA

2BD/2BA

570

891

544

896

946

100

100

100

105

107

60 x 1.25 = 75

3 x 1.5 = 5

3 x 1.25 = 4

16 x 1.5 = 24

16 x 1.5 = 24

130 172

SITE AREA: 189,050 SF (4.34 AC NET AFTER ROW DEDICATION)ZONING: ONUMBER OF UNITS: 130 (64 UNITS PACKAGE 1, 66 UNITS PACKAGE 2)LOT DENSITY: 29.9 DU/ACRE

TOTAL LOT COVERAGE (BUILT UP AREA) 43,016 SF (23%)TOTAL OPEN SPACE / LANDSCAPING 87,946 SF (46%)TOTAL PARKING AREA 58,088 SF (31%)

DEVELOPMENT SUMMARY

PARKING SUMMARY

PARKING TYPE # OF STALLS

SURFACE PARKING 39SURFACE HANDICAP 6CARPORT HANDICAP 2CARPORT PARKING 128

TOTAL PARKING PROVIDED 175

TOTAL PARKING REQUIRED 172

TOTAL HANDICAP PARKINGREQUIRED (4% OF 176 = 7) 7

TOTAL HANDICAP PARKINGPROVIDED 8

BUILDING DATA

BUILDING TYPE 1 (PACKAGE 1)NUMBER OF D.U.: 16CONSTRUCTION TYPE 5BNUMBER OF FLOORS 2BUILDING FOOTPRINT 5,343 SFBUILDING HEIGHT 30'-0"

BUILDING TYPE 2 (PACKAGE 1)NUMBER OF D.U.: 16CONSTRUCTION TYPE 5BNUMBER OF FLOORS 2BUILDING FOOTPRINT 7,523 SFBUILDING HEIGHT 28'-6"

BUILDING TYPE 3 (PACKAGE 2)NUMBER OF D.U.: 66CONSTRUCTION TYPE 5ANUMBER OF FLOORS 3BUILDING FOOTPRINT 17,284 SFTOTAL AREA 51, 852 SFBUILDING HEIGHT 40'-3"

UTILITY SURVEYORS

WATER EASTERN MUNICIPAL WATER DISTRICTSEWER EASTERN MUNICIPAL WATER DISTRICTGAS SOUTHERN CALIFORNIA GAS COMPANYELECTRIC SOUTHERN CALIFORNIA EDISON

GA GAUGE,

GYPSUM ASSOCIATION

GAL GALVANIZEDGB GRAB BARGYP GYPSUM

HDW HARDWAREHORIZ HORIZONTALHR HOURHVAC HEATING

VENTILATIONAND AIR CONDITIONING

IBC INTERNATIONALBUILDING CODE

ICBO INTERNATIONAL

CONFERENCEOF BUILDINGOFFICIALS

INFO INFORMATIONINT INTERIOR

LAM LAMINATELD LOADLGT LIGHT

MATL MATERIALMAX MAXIMUMMECH MECHANICALMFR MANUFACTURERMIN MINIMUMMIRR MIRROREDMTL METAL

NA NOTAPPLICABLE

NO NUMBERNR NON RATED

OC ON CENTEROCC OCCUPANT(S)

OCCUPANCY(IES)OPP OPPOSITEOSB ORIENTED

STRAND BOARD

PERF PERFORATED, PERFORATE

PLAM PLASTIC LAMINATE

PL PLATE, PROPERTY LINE

PLYWD PLYWOODPREFIN PREFINISHEDPT PRESSURE

TREATED

REFR REFRIGERATORREQD REQUIREDRO ROUGH

OPENING

SIM SIMILARSPEC SPECIFICATIONSTD STANDARDSTOR STORAGESTC SOUND

TRANSMISSIONCLASS

STRUCT STRUCTURALSV SHEET VINYL

T & G TONGUE & GROOVE

TB TOWEL BARTEL TELEPHONETHK THICK,

THICKNESSTO TOP OFTP TOILET PAPERTYP TYPICAL

UNO UNLESS NOTED

OTHERWISE

VS VERSUS

W/ WITHWD WOODWH WATER

HEATERWIN WINDOWWP WATERPROOFWR WATER

RESISTANT

ABBREVIATIONS

# NUMBER& ANDC CENTERLINEAFF ABOVE FINISH

FLOORAPT APARTMENT

BD BOARDBLDG BUILDINGBLKG BLOCKINGBR BEDROOMBOT BOTTOM

CBC CALIFORNIABUILDINGCODE

CJ CONTROLJOINT

CL CLOSETCLG CEILINGCLR CLEAR(ANCE)CMU CONCRETE

MASONRYUNIT

CPT CARPETCOL COLUMNCOLS COLUMNSCONT CONTINUOUSCONC CONCRETECORR CORRIDOR

DIA DIAMETERDIM DIMENSIONDN DOWNDR DOORDS DOWN SPOUTDU DWELLING

UNITDW DISHWASHER

EA EACHEJ EXPANSION

JOINTELEC ELECTRICALEQUIP EQUIPMENTEQ EQUALEXIST EXISTINGEXT EXTERIOR

FEC FIRE EXTINGUISHER

CABINETFIN FINISHFLR FLOORFND FOUNDATIONFOS FACE OF STUDFOW FACE OF

WALLFT FEET

L

STRUCTURAL (CONT.)PLUMBING

(TYPE # 3 - PACKAGE # 2)





18'-6"

24'-0"

DRIVE ISLE

18'-0"18'-0"

18'-6"

18

'-0

"

24

'-0

"

DR

IVE

IS

LE

18

'-0

"

20

'-6

"

6'-0"

7'-10"

6'-6

"

7'-7"

18

'-0

"1

8'-0

"

6'-6"

4'-10"

6'-6

"

20

'-3

"

18'-0"

18'-6"5'-6"7'-9"

7'-7"

9'-0"

18'-6"

18'-0"

6'-0"

6'-5"

6'-6"

1'-0

"1

0'-0

"

24'-0"

DRIVE ISLE

24'-0"

DRIVE ISLE

24'-0"

DRIVE ISLE

24

'-0

"

DR

IVE

IS

LE

37'-6"

DRIVEWAY

28'-0"

DRIVEWAY

9'-0

"

9'-0"

9'-0" 9'-0"

9'-0

"

89'-8"

1

8'-7

"

20

'-2

"

34'-7"

9'-0"

6'-11

"

93

'-3

"

10'-2"

5'-6"7'-10"

20

'-6

"

19

'-6

"

8'-8"

1'-4

"

BUILDING 5

BUILDING 3

BUILDING 4

BUILDING 2

BUILDING 1

G r e g o r y L a n e

POOL

6'-0

" D

EC

OR

AT

IVE

MA

SO

NR

Y P

RIV

AC

Y W

AL

L

(E)

PR

OP

ER

TY

LIN

E

10'-0" SETBACK

50'-0"

SETBACK

25' S

ET

BA

CK

Heacock

6'-0" DECORATIVE

MASONRY PRIVACY WALL

BALCONIES

ENCROACHING

50' SETBACK

LINE

STAMPED

CONCRETE

CAR PORT, SEE

A9.01 PACKAGE # 1, TYP

TRASH ROOM

(TWO TRASH BINS)

EXISTING R/W

PROPOSED R/W

EXISTING

R/W

PROPOSED

R/W

20' SETBACK

MONUMENT SIGN,

SEE A9.01, PACKAGE # 1

STAMPED

CONCRETE

STAMPED

CONCRETE

VAN

TRASH ENCLOSURE #1 AS PER

MODIFIED CITY STANDARD 627

(TWO TRASH BINS), SEE A9.01,

PACKAGE # 1

ENTRY CANOPY

STRUCTURE

MAIN

BUILDING ENTRY

LEGEND

EXISTING R/W

PROPOSED R/W

PROPOSED R/W

EASEMENT

SETBACK

BUILDING

ENVELOPE

CAR PORTS

FENCE

MASONRY WALL

STAMPED

CONCRETE

LOWER SINK

AND ADJACENT

WORK SPACE UNIT

BALCONIES

ENCROACHING

50' SETBACK

LINE

TRASH ENCLOSURE #2

AS PER MODIFIED CITY

STANDARD 627

(TWO TRASH BINS),

SEE A9.01 PACKAGE # 1

RAMP DN

RAMP DN

RA

MP

DN

RA

MP

DN

POOL DECK &

FENCE, SEE LANDSCAPE

POOL HOUSE, A9.01

SEE PACKAGE # 2

RAMP/ STAIR W/ HANDRAIL,

SEE LANDSCAPE/ CIVIL

STAMPED

CONCRETE

FIRE SPRINKLER

CLOSET

FIRE SPRINKLER

CLOSET

3' MAX HEIGHT

DECORATIVE

MASONRY

RETAINING WALL,

SEE CIVIL

BIO-RETENTION

BASIN, SEE CIVIL

SPA

FIRE SPRINKLER

CLOSET

FIRE SPRINKLER

CLOSETS

ELECTRICAL METER

LOCATION

ELECTRICAL

METER

LOCATION

ELECTRICAL

METER

LOCATION

ELECTRICAL METER

LOCATION

1'-6"

5'-0"

1'-0"

18

'-0

"

6"

6'-6

" 8'-0"

LANDSCAPED AREA

6'-6" SIDEWALK

6" CONCRETE CURB

12" CONCRETE BAND

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

2:4

4:4

5 P

M


GSL Properties

August 28, 2008

13463

A0.02

Site ReferencePlan

Not fo

r C

onstr

uction -

Oct 14, 2008

1. THIS SHEET IS FOR REFERENCE ONLY, SEELANDSCAPE AND CIVIL DRAWINGS FOR ADDITIONALINFORMATION

SHEET NOTES

0' 10' 20' 40'60'30'15'

N

SCALE: 1" = 30'-0"A0.02

1 SITE REFERENCE PLAN

SCALE: 1" = 10'-0"A0.02

2 ISLAND DETAIL

GENERAL INFORMATION

BUILDING OCCUPANCY

BUILDING CONSTRUCTION

BUILDING CODE SUMMARY

CODE EDITIONS:

PERMIT APPLICANT NAME AND PHONE NUMBER: CALIFORNIA OTAK, INC (503) 635-3618

PROJECT DESCRIPTION: BUILDING 5 IS A THREE-STORY SENIOR APARTMENT BUILDING. ALL FLOORS ARESERVED BY AN ELEVATOR. ALL UNITS WILL MEET CHAPTER 11A ACCESSIBILITY REQUIREMENTS AS APPLICABLETO THIS PROJECT. THE FIRST FLOOR INCLUDES OFFICES, FITNESS CENTER AND ASSEMBLY SPACES TOSERVE THE PROJECT.

PROJECT ADDRESS: 11636 HEACOCK STEET, MORENO VALLEY, CA

1-HR

1-HR

0

V-A

STRUCTURALFRAME:

BUILDING ELEMENT (TABLE 601):

1-HR

OCUPANCY GROUP A-3, R-2

TYPE V-A

OCCUPANCY CLASSIFICATION GROUP(S):

OCCUPANCY SEPARATION*:

R-2, A-3

R-2 / A -0 HR

TYPE(S) USED IN BUILDING:

X ≥ 30':

10' ≤ X < 30':

5' ≤ X < 10':

X <5':

FIRE-RESISTANCE RATING FOR EXTERIORWALLS BASED ON FIRE SEPARATIONDISTANCE (TABLE 602):

2007 CALIFORNIA BUILDING CODE FLOORS: ROOFS:

1 1 1

SEE BELOWV-A 0 1 1

BUILDING ELEMENT (TABLE 601):

BEARINGINTERIOR:

BEARINGEXTERIOR:

NONBEARINGEXTERIOR:

NONBEARINGINTERIOR:

V-A

V-A

V-A

V-A

NOTES:1. R-2 EXTERIOR WALLS ARE RATED FROM THE INTERIOR ONLY PER SEC 704.5

* MIXED USE BUILDING WITH NONSEPARATED OCCUPANCIES, A-3 BEING THE MOST RESTRICTIVE OCCUPANCY.ACCESSORY OCCUPANCIES : OFFICE (B).INCIDENTAL USE AREAS: STORAGE ROOMS, WASTE COLLECTION ROOM

MAXIMUM AREA OF EXTERIOR WALL OPENINGS (TBL 704.8)

0-3'

PROTECTED

>3'-5' >5'-10' >10'-15' >20'-25'>15'-20' >25-30' >30'

NOTPERMITED

NO LIMIT NO LIMIT15% 45%25% 75% NO LIMIT

BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACORDANCE WITH SECTION903.3.1.1, THEREFORE THE LIMITATION OF UNPROTECTED OPENINGS AREA OF EXTERIOR WALL CAN BE ASTABULATED FOR PROTECTED OPENINGS.

PARTITIONS

1-HR

FIRE WALLS (SECTION 705): NONE

FIRE BARRIERS:SHAFTS, EXIT ENCLOSURES,OCUPANCY SEPARATIONS

1-HR

A-3

FIRE PARTITIONS:DWELLING UNIT SEPARATION,CORRIDORS

FIRE BARRIERS:INCIDENTAL USE AREAS

SEE PLAN

1-HR

NONE

1-HR

R-2

SEE PLAN

BUILDING EXITING

OCCUPANCY VENTILATION REQUIREMENTS PER CBC CHAPTER 12

ENERGY CODE REQUIREMENTS

PLUMBING FIXTURE COUNT PER CHAPTER 29

ENGINEERING DESIGN CRITERIA SPECIFIED LOADS AND STRESSES

SEISMIC INFORMATION

STORMWATER INFORMATION

ALTERNATE METHODS AND MATERIALS

1/1 1/1

SECOND, THIRD FLOORS:

NUMBER OF EXITS FROM EACH LEVEL

FIRST FLOOR:

PROPOSED:

2

SEE MECHANICAL FOR VENTILATION

WATER CLOSETSMALE

REQ/PROVIDED:

WATER CLOSETSFEMALE

REQ/PROVIDED:

LAVATORIESMALE

REQ/PROVIDED:

LAVATORIESFEMALE

REQ/PROVIDED:

SEE STRUCTURAL FOR ENGINEERING DESIGN CRITERIA

SEE STRUCTURAL FOR SEISMIC INFORMATION

SEE CIVIL FOR IDENTIFICATION OF ON-SITE STORMWATER FACILITIES

A (1ST FLR) 1/1 1/1

4

2

REQUIRED

2

R-2 - ONE EACH IS REQUIRED AND PROVIDED OF THE FOLLOWING: WATER CLOSETS, LAVATORIES, BATHTUBOR SHOWER.

1. ELEVATOR CAB SIZE (STRETCHER REQUIREMENT).

BUILDING AREA: "PROPOSED"

BUILDING AREA: "ALLOWABLE"

ALLOWABLE AREA PER STORY: Aa = {At + [At X If] + [At X Is]}AREA INCREASE DUE TO FRONTAGE: If= [F/P-0.25]W/30 = 0AREA INCREASE DUE TO SPRINKLERS: Is = 2

Aa FOR A-3 = {11,500+[0] + [11,500 X 2]} = 11,500 + 0 + 23,000 = 34,500 SF

BASE ALLOWABLE FLOOR AREA (TABLE 503):

A-3, TYPE V-A

11,500 sf

HEIGHT: 50'

STORIES: 2

FLOOR AREA:

HEIGHT:

STORIES:

R-2, TYPE V-A

12,000 SF

50'

3

A-3/R-2, TYPE V-A

51,852 SF

40'-3"

3*

MAXIMUM ALLOWABLE AREA: 34,500 SFPER FLOOR

34,500 SF X 2 =69,000 SF

BUILDING FIRE DETECTION AND SUPPRESSION

NFPA 13

TYPE/CLASS/AREASOF COVERAGE:

SMOKE ALARM SYSTEM:

REQUIRED PER:

FIRE ALARM SYSTEM:

AUTOMATIC SPRINKLER SYSTEM*:

PROVIDED:

STANDPIPE SYSTEM:

NO

NO

YESSEC. 903.2.7,

903.2.9

SEC 905.3.1

PER SECTION907.2.9 #3 EXCEP 2

SEC. 907.2.10.1.2YESPER SEC.

907.2.10.1.2

VISIBLE ALARMS:

AUDIBLE ALARMS:

YES SEC 907.9.1COMMON AND

PUBLIC AREAS,NFPA 72

YES SEC 907.9.2 THROUGHOUT

* EXTERIOR DECKS/BALCONIES NON-RATED AND SPRINKLERED PER SECTION 1406.3 EXCEPTION 3.

* SPRINKLERS USED TO INCREASE STORIES

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

2:4

4:4

7 P

M


GSL Properties

August 28, 2008

13463

A0.11

CodeSummary

Not fo

r C

onstr

uction -

Oct 14, 2008

DN

DN

UPDN

UP

DN

UP

UP

1 3

A

2

B

C

EXIT

EX

IT

FEC

574 SF

UNIT 1C

323

323

574 SF

UNIT 1C

321

321

593 SF

UNIT 1C

319

319

574 SF

UNIT 1C

322

322

572 SF

UNIT 1C

302

302

574 SF

UNIT 1C

306

306

574 SF

UNIT 1C

304

304

593 SF

UNIT 1C

308

308

581 SF

UNIT 1C

310

310

574 SF

UNIT 1C

320

320

574 SF

UNIT 1C

318

318

574 SF

UNIT 1C

301

301

574 SF

UNIT 1C

303

303

593 SF

UNIT 1C

307

307

574 SF

UNIT 1C

309

309

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

847 SF

UNIT 2C

316

316

200 OLFOCC LD = 5

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

581 SF

UNIT 1C

305

305

200 OLFOCC LD = 3

605 SF

UNIT 1C

311

311

200 OLFOCC LD = 4

574 SF

UNIT 1C

313

313

200 OLFOCC LD = 3

581 SF

UNIT 1C

312

312

581 SF

UNIT 1C

317

317

200 OLFOCC LD = 3

300 OLFOCC LD = 1

146 SF

TRASH

C302

C302

300 OLFOCC LD = 1

EXITEXIT

593 SF

UNIT 1C

314

314

200 OLFOCC LD = 3

EX

IT

200 OLFOCC LD = 3

106 SF

JANITOR

C303

C303

300 OLFOCC LD = 1

278 SF

STORAGE

C304

C304

38

14

6'-0

"

37

39

NORTH CORR

C300

C300

37

EAST CORR

C301

C301

506 SF

UNIT 0C

315

315

FE

C

80 SF

BOILER

C305

C305

300 OLFOCC LD = 1

1 3

A

2

B

C

EXIT

EX

IT EXIT

574 SF

UNIT 1C

223

223

574 SF

UNIT 1C

221

221

593 SF

UNIT 1C

219

219

574 SF

UNIT 1C

222

222

572 SF

UNIT 1C

202

202

574 SF

UNIT 1C

206

206

574 SF

UNIT 1C

204

204

593 SF

UNIT 1C

208

208

581 SF

UNIT 1C

210

210

574 SF

UNIT 1C

220

220

574 SF

UNIT 1C

218

218

574 SF

UNIT 1C

201

201

574 SF

UNIT 1C

203

203

593 SF

UNIT 1C

207

207

574 SF

UNIT 1C

209

209

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

847 SF

UNIT 2C

216

216

200 OLFOCC LD = 5

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

581 SF

UNIT 1C

205

205

200 OLFOCC LD = 3

605 SF

UNIT 1C

211

211

200 OLFOCC LD = 4

574 SF

UNIT 1C

213

213

200 OLFOCC LD = 3

581 SF

UNIT 1C

212

212

581 SF

UNIT 1C

217

217

200 OLFOCC LD = 3

300 OLFOCC LD = 2

146 SF

TRASH

C202

C202

593 SF

UNIT 1C

214

214

200 OLFOCC LD = 3

200 OLFOCC LD = 3

106 SF

STORAGE

C203

C203

300 OLFOCC LD = 1

300 OLFOCC LD = 1

EX

IT

EXIT37

38

14

6'-0

"

ATTIC

128

FEC

37

39

EAST CORR

C201

C201

367 SF

STORAGE

C204

C204

NORTH CORR

C200

C200

506 SF

UNIT 0C

215

215

FE

C

1 3

A

2

B

C

EXIT

EXIT

EX

IT

574 SF

UNIT 1C

123

123

574 SF

UNIT 1C

121

121

581 SF

UNIT 1C

119

119

574 SF

UNIT 1C

122

122

572 SF

UNIT 1C

102

102

574 SF

UNIT 1C

106

106

574 SF

UNIT 1C

104

104

581 SF

UNIT 1C

108

108

581 SF

UNIT 1C

110

110

574 SF

UNIT 1C

120

120

574 SF

UNIT 1C

118

118

574 SF

UNIT 1C

101

101

574 SF

UNIT 1C

103

103

581 SF

UNIT 1C

107

107

574 SF

UNIT 1C

109

109

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

300 OLFOCC LD = 2

835 SF

UNIT 2C

116

116

200 OLFOCC LD = 5

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

200 OLFOCC LD = 3

247 SF

LIBRARY

C111

C111

15 OLFOCC LD = 17

581 SF

UNIT 1C

105

105

200 OLFOCC LD = 3

121 SF

LEASING

C115

C115

100 OLFOCC LD = 2

200 OLFOCC LD = 3

574 SF

UNIT 1C

113

113

50 OLFOCC LD = 5

248 SF

FITNESS

C112

C112

263 SF

ELEC/TEL

C105

C105

200 OLFOCC LD = 3

276 SF

GREAT ROOM

C109

C109

15 OLFOCC LD = 19

200 OLFOCC LD = 3

EXIT

127 SF

LEASING

C114

C114

EXIT

FE

C9

0'-0

"

17

37

17

38

155 SF

TRASH

C103

C103

47 SF

ELEV EQUIP

C106

C106

300 OLFOCC LD = 1

300 OLFOCC LD = 1

49

47

FEC

581 SF

UNIT 1C

117

117

EAST CORR

C102

C102

NORTH CORR

C101

C101

506 SF

UNIT 0C

115

115

DF EXIT

268 SF

SOUTH LOBBY

C110

C110

15 OLFOCC LD = 18

TRAVEL DISTANCE

EMERGENCY EGRESS PATH

MINIMUM WIDTH OFEMERGENCY EGRESS PATH IS3'-8", UNO

FIRE EXTINGUISHER CABINET

DRINKING FOUNTAIN

FEC

EXIT

DF

3' -

8"

X'-X"

EXIT SIGN

OCCUPANT LOAD AT EXIT

NOTE: ALL BEARING WALLS, PARTY WALLS,CORRIDOR WALLS AND SHAFTS ARE 1-HRRATED. EXTERIOR WALLS ARE 1-HRRATED FROM THE INTERIOR.

X

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

2:4

5:2

0 P

M


GSL Properties

August 28, 2008

13463

A0.12

Fire / LifeSafety Plans

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 1" = 20'-0"A0.12

3 THIRD FLOOR PLANSCALE: 1" = 20'-0"A0.12

2 SECOND FLOOR PLAN

SCALE: 1" = 20'-0"A0.12

1 FIRST FLOOR PLAN0' 10' 20' 40'

N

FIRE LIFE SAFETY LEGEND

OCCUPANT TOTAL : 76 OCCUPANT TOTAL : 76

OCCUPANT TOTAL : 130

2 LAYERS 5/8" TYPE XGYP BD

3 1/2" FIBERGLASS INSULATION

VAPOR BARRIER

R-30 BATT INSULATION

ROOF SHEATHING, SEESTRUCTURAL

FLOOR FINISH PERFINISH SCHEDULE

TONGUE-AND-GROOVE WOODSHEATHING, SEE STRUCTURAL

(2) LAYERS 5/8" TYPE X GYP BD

CONCRETE ROOF TILES

RADIANT BARRIER

WEATHER RESISTIVE BARRIER

3-COAT STUCCO SYSTEM OVERSELF-FURRING LATH

R30 (MIN) BATT INSULATION(FILL CAVITY)

2 LAYERS 5/8" TYPE XGYP SHEATHING

5/8" TYPE X GYP BD

VAPOR BARRIER

WOOD SHEATHING,SEE STRUCTURAL



WOOD SHEATHING, SEESTRUCTURAL

3 1/2" SOUND ATTENUATIONBLANKET

5/8" TYPE X GYP BD

RESILIENT CHANNELS,24" OC MAX

WOOD I JOIST, SEESTRUCTURAL

3/4" GYPSUM CEMENTUNDERLAYMENT

ROOF TRUSSES, SEESTRUCTURAL

ROOF FELTUNDERLAYMENT

RESILIENT CHANNEL, 12" O.C


WOOD I JOISTS, SEE STRUCTURAL

3/4" GYPSUM CEMENT UNDERLAYMENT

TONGUE-AND-GROOVE WOODSHEATHING, SEE STRUCTURAL

2 x 6 WOOD STUDS, 16" OC MAX,SEE STRUCTURAL


UNIT CORRIDOR


5/8" TYPE X GYP BD. (2) 5/8" TYPE XGYP BD WHERE STUDS ARE 16" OCOR LESS.

RESILIENT CHANNELS

2 x 4 WOOD STUDS UNO, 16"OC MAX, SEE STRUCTURAL(ADD WOOD SHEATHING PERSTRUCTURAL)

5/8" TYPE X GYP BD

5/8" TYPE X GYP BD

AIR SPACE, 1" MIN


CONCRETE SLAB (4" MIN),SEE STRUCTURAL

3/4" GYPSUM CEMENTUNDERLAYMENT

TONGUE-AND-GROOVEWOOD SHEATHING, SEESTRUCTURAL

WOOD I JOIST, SEESTRUCTURAL

2 LAYERS 5/8" TYPE XGYP BD



TONGUE-AND-GROOVEPLYWOOD, SEESTRUCTURAL

DECK WATERPROOFINGSYSTEM

PT WOOD JOIST,SEE STRUCTURAL

NOTE: R-21 BATT INSULATIONAT STAIR WALL

5/8" TYPE X GYP BD

VAPOR BARRIER






COMPACTED FILL PERGEOTECH

10-MIL VAPOR RETARDANTMEMBRANE, SEE SPEC

2" SAND LAYER PERGEOTECH

ROOF SHEATHING, SEESTRUCTURAL

(2) LAYERS 5/8" TYPE XGYP BD

CONCRETE ROOF TILES

ROOF TRUSSES, SEESTRUCTURAL

ROOF FELTUNDERLAYMENT

C-T STEEL STUDS, 16" OC MAX, SEE STRUCTURAL

5/8" TYPE X GYP BD

1" x 24" TYPE X GYP BD

SHAFT

TONGUE-AND-GROOVEPLYWOOD, SEESTRUCTURAL

DECK WATERPROOFINGSYSTEM

HEAVY TIMBER PT WOODJOIST, SEE STRUCTURAL

WOOD SHEATHING, SEESTRUCTURAL

5/8" TYPE X GYP BD

VAPOR BARRIER



EXTERIOR STONE SIDING,SEE EXTERIOR ELEVATIONFOR TYPE:A: 5 1/2" WOODSTUD/STONE VENEERB: 3 1/2" WOODSTUD/STONE VENEER

2 x 6 WOOD STUDS, 16" OCMAX, SEE STRUCTURAL

EXTERIOR EXTERIOR

WOOD SHEATHING, EACH SIDESEE STRUCTURAL

WEATHER RESISTIVEBARRIER EACH SIDE

3-COAT STUCCO SYSTEMOVER SELF-FURRING LATHEACH SIDE


EXTERIOR EXTERIOR

NOTE: SEE REFLECTED CEILINGPLANS FOR LOCATIONS OFDECKS W/ STUCCO SOFFITS.SOFFITED DECKS ARE VENTED,SEE REFLECTED CEILINGPLANS FOR VENT LOCATIONS.

1/2" EXTERIOR GRADEPLYWOOD SHEATHING ATSTUCCO SOFFITS ONLY


NOTE: VENTED SOFFIT, SEEREFLECTED CEILING PLANSFOR VENT LOCATIONS

1/2" EXTERIOR GRADEPLYWOOD SHEATHING

RADIANT BARRIER

RADIANT BARRIER

RADIANT BARRIER

WEATHER RESISTIVEBARRIER

3-COAT STUCCO SYSTEMOVER SELF-FURRING LATH

RESILIENT CHANNELS,24" OC MAX

VAPOR BARRIER

3 1/2" FIBERGLASSINSULATION

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

2:4

5:2

3 P

M


GSL Properties

August 28, 2008

13463

A1.01

ConstructionAssemblies

Not fo

r C

onstr

uction -

Oct 14, 2008

SLAB ON GRADE1

ASSEMBLY: NA FIRE: NA STC: NA

NON-RATED BALCONY5

ASSEMBLY: N/A FIRE: N/A STC: N/A

1-HR BAY FLOOR/ SOFFIT3

ASSEMBLY: WIJ - 1.6 FIRE: 1-HR STC: 65, IIC 51

CORRIDOR/ PARY WALL23

ASSEMBLY: GA FILE NO WP 3242 FIRE: 1-HR STC: 50

1-HR INTERIOR WALL24

ASSEMBLY: GA FILE NO 3514 FIRE: 1-HR STC: 35

1. SEE A1.02 FOR FULL DESCRIPTION OF FIRE RATEDASSEMBLIES.

2. SEE STRUCTURAL FOR SHEAR WALL LOCATIONS.ADD SHEATHING TO ASSEMBLY AS REQUIRED BYSTRUCTURAL ENGINEER. WHERE A NON-SHEAR

WALL EXTENDS AND ALIGNS PARALLEL WITH A SHEARWALL, PROVIDE ADDITIONAL SHEATHING LAYERS TOTHE NON-SHEAR WALL TO PROVIDE CONTINUOUSFACE OF FINISH.

3. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER 2007CALIFORNIA BUILDING CODE SECTION 717.

4. LOCATE THERMAL INSULATION ON THE COLD SIDE (INWINTER) OF DOMESTIC WATER PIPES AS REQUIREDTO PROTECT PIPE FROM FREEZING.

5. PROVIDE ADDITIONAL FRAMING, BLOCKING, ANDFINISHES AS REQUIRED FOR PLUMBING ACCESSPANELS.

6. PROVIDE ADDITIONAL BLOCKING AS REQUIRED TOSUPPORT SHELVING, TOWEL BARS, RAILINGS, ANDALL OTHER WALL-MOUNTED ACCESSORIES ANDEQUIPMENT.

7. PROVIDE UL APPROVED THROUGH PENETRATIONAND MEMBRANE PENETRATION FIRESTOP SYSTEMSAS REQUIRED BY CODE AT ALL ELECTRICAL,PLUMBING, AND MECHANICAL PENETRATIONS INFIRE-RATED ASSEMBLIES, SEE A8.11.

8. PROVIDE WATER RESISTANT TYPE-X GYP BD ATBATH TUB AND SHOWER WALLS, SEE 5/A8.11.

SHEET NOTES

1-HR FLOOR/ CEILING2

ASSEMBLY: WIJ - 1.6 FIRE: 1-HR STC: 65, IIC 51

1-HR FLR/ CLNG @ CORRIDOR4

ASSEMBLY: WIJ-1.5 FIRE: 1-HR STC: NA

1-HR ROOF/ CEILING7

ASSEMBLY: UL P522 FIRE: 1-HR STC: N/A

1-HR ROOF/ CEILING8

ASSEMBLY: UL P522 FIRE: 1-HR STC: N/A

1-HR EXTERIOR WALL22

ASSEMBLY: CBC SEC 721.6 FIRE: 1-HR STC: NA

1-HR EXTERIOR WALL21

ASSEMBLY: CBC SEC 721.6 FIRE: 1-HR STC: NA

1-HR SHAFT WALL25

ASSEMBLY: GA FILE NO WP 7000 FIRE: 1-HR STC: 35

1-HR FLR/ CLNG @ BALCONY6

ASSEMBLY: (HEAVY-TIMBER) FIRE: 1-HR STC: N/A

STONE VENEER BALCONY26

ASSEMBLY: NA FIRE: NA STC: NA

STUCCO BALCONY RAIL27

ASSEMBLY: CBC TBC 720.1(2) FIRE: 1-HR STC: NAITEM 15-1.3

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

2:4

5:2

4 P

M


GSL Properties

August 28, 2008

13463

A1.02

ConstructionAssemblies

Not fo

r C

onstr

uction -

Oct 14, 2008

1. Roofing System* - Any UL Class A, B or C Roofing System (TGFU) or Prepared Roof Covering (TFWZ) acceptable for use over nom 15/32 in. thick wood structuralpanels, min. grade "C-D" or "Sheathing". Nom 15/32 in. thick wood structural panels secured to trusses with No. 6d ringed shank nails spaced 12 in. OC along each truss.Staples having equal or greater withdrawal and lateral resistance strength may be substituted for the 6d nails. Construction adhesive may be used with either the nails orstaples.2. Trusses - Pitched or parallel chord wood trusses, spaced a max of 24 in. OC, fabricated from nom 2 by 4 lumber, with lumber oriented vertically or horizontally. Trussmembers secured together with min. 0.0356 in. thick galv steel plates. Plates have 5/16 in. long teeth projecting perpendicular to the plane of the plate. The teeth are in pairsfacing each other (made by the same punch), forming a split tooth type plate. Each tooth has a chisel point on its outside edge. These points are diagonally opposite eachother for each pair. The top half of each tooth has a twist for stiffness. The pairs are repeated on approximately 7/8 in. centers with four rows of teeth per inch of plate width.Where the truss intersects with the interior face of the exterior walls, the min truss depth shall be 5-1/4 in. with a min roof slope of 3/12 and a min. area in the plane of the trussof 21 sq/ft. Where the truss intersects with the interior face of the exterior walls, the min truss depth may be reduced to 3 in. if the batts and blankets ( Item 3) are used asshown in the above illustration (Alternate Insulation Placement) and are firmly packed against the intersection of the bottom chords and the plywood sheathing.3. Batts and Blankets* - (Optional) - Required when Item 6B is used - Glass fiber insulation, secured to the wood structural panels with staples spaced 12 in. OC or to thetrusses with 0.090 in. diam galv steel wires spaced 12 in. OC. Any glass fiber insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/orFire Resistance, having a min density of 0.5 pcf. As an option, the insulation may be fitted in the concealed space, draped over the resilient channel/gypsum board ceilingmembrane when resilient channels and gypsum board attachment is modified as specified in Items 6 and 7. When Steel Framing Members (Item 6B) are used, max 3-1/2 in.thick insulation shall be draped over the furring channels (Item 6Ba) and gypsum board ceiling membrane, and friction-fitted between trusses and Steel Framing Members(Item 6Bd). The finished rating has only been determined when the insulation is secured to the decking.3A. Fiber,Sprayed* - As an alternate to Item 3 (not evaluated for use with Item 6B) - Any thickness of spray-applied cellulose insulation material, having a min density of 0.5pcf, applied within the concealed space, over the resilient channel/gypsum board ceiling membrane when resilient channels and gypsum board attachment is modified asspecified in Items 6 and 7. The finished rating when Fiber,Sprayed is used has not been determined. The fiber is applied with water within the concealed space, over theresilient channel/gypsum board ceiling membrane, in accordance with the application instructions supplied with the product. Alternate application method: The fiber isapplied with U.S. Greenfiber LLC Type AD100 hot melt adhesive at a nominal ratio of one part adhesive to 6.6 parts fiber in accordance with the application instructionssupplied with the product. Alternate application method: The fiber is applied without water or adhesive in accordance with the application instructions supplied with theproduct.

U S GREENFIBER L L C - Cocoon2 Stabilized or Cocoon-FRM (Fire Rated Material).4. Air Duct* - Any UL Class 0 or Class 1 flexible air duct installed in accordance with the instructions provided by the damper manufacturer.5. Ceiling Damper* - Max nom area, 324 sq in. Max square size, 18 in. by 18 in. rectangular sizes not to exceed 324 sq in. with a max width of 18 in. Max damper height is 14in. Installed in accordance with manufacturers installation instructions provided with the damper. Max damper openings not to exceed 162 sq in. per 100 sq ft of ceiling area.

C&S AIR PRODUCTS - Model RD-521POTTORFF - Model CFD-521

5A. Alternate Ceiling Damper* - Max nom area, 196 sq in. Max square size, 14 in. by 14 in. Rectangular sizes not to exceed 196 sq in. with a max width of 24 in. Max overalldamper height is 7 in. Installed in accordance with the manufacturers installation instructions provided with the damper. Max damper openings not to exceed 98 sq in. per100 sq ft of ceiling area.

C&S AIR PRODUCTS - Model RD-521-BTPOTTORFF - Model CFD-521-BT.

6. Furring Channels - Resilient channels, nom. 1/2 in. deep by 2-3/8 in. wide at the base and 1-3/8 in. wide at the face, formed from 0.020 in. thick galv steel. Installedperpendicular to the trusses (Item 2), spaced a max of 16 in. OC when no insulation (Item 3 or 3A) is fitted in the concealed spaced, or a max of 12 in. OC when insulation(Item 3 or 3A) is fitted in the concealed space, draped over the resilient channel/gypsum board ceiling membrane. Two courses of resilient channel positioned 6 in. OC atwallboard butt-joints (3 in. from each end of wallboard). Channels oriented opposite at wallboard butt-joints. Channel splices overlapped 4 in. beneath wood trusses.Channels secured to each truss with 1-1/4 in. long Type S screws.6A. Steel Framing Members - (Not Shown)* - As an alternate to Item 6, furring channels and Steel Framing Members as described below:a. Furring Channels - Formed of No. 25 MSG galv steel. 2-3/8 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to trusses when no insulation (Items 3 or 3A) is fitted inthe concealed space or 12 in. OC when insulation (Items 3 or 3A) is fitted in the concealed space, draped over the furring channel/gypsum board ceiling membrane or 24 in.OC when insulation (Items 3 or 3A) is fitted in the concealed space, draped over the furring channel/gypsum board ceiling membrane and a second layer of gypsum boardis attached as described in Item 7 for steel framing members. Channels secured to joists as described in Item b. Ends of adjoining channels overlapped 6 in. and tiedtogether with double strand of No. 18 SWG galv steel wire near each end of overlap.b. Steel Framing Members - Used to attach furring channels (Item a) to trusses (Item 2). Clips spaced 48 in. OC. RSIC-1 clips secured to alternating trusses with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. RSIC-V clips secured to alternating joists with No. 8 x 1-1/2 in. coarse drywall screw through the center hole.Furring channels are friction fitted into clips. Adjoining channels are overlapped as described in Item a. As an alternate, ends of adjoining channels may be overlapped 6 in.and secured together with two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Additional clipsrequired to hold furring channel that supports the gypsum board butt joints, as described in Item 7.

PAC INTERNATIONAL INC - Type RSIC-1, RSIC-V.6B. Steel Framing Members* - (Not Shown) - As an alternate to Items 6 and 6A.a. Furring Channels - Hat-shaped furring channels, 7/8 in. deep by 2-5/8 in. wide at the base and 1-1/4 in. wide at the face, formed from No. 25 ga. galv steel, spaced max. 16in. OC perpendicular to trusses and Cold Rolled Channels (Item 6Bb). Furring channels secured to Cold Rolled Channels at every intersection with a 1/2 in. pan head self-drilling screw through each furring channel leg. Ends of adjoining channels overlapped 4 in. and tied together with two double strand No. 18 SWG galv steel wire ties, one ateach end of overlap. Supplemental furring channels at base layer and outer layer gypsum board butt joints are not required. Batts and Blankets draped over furringchannels as described in Item 3. Two layers of gypsum board attached to furring channels as described in Item 7.b. Cold Rolled Channels - 1-1/2 in. by 1/2 in., formed from No. 16 ga. galv steel, positioned vertically and parallel to trusses, friction-fitted into the channel caddy on the SteelFraming Members (Item 6Bd). Adjoining lengths of cold rolled channels lapped min. 6 in. and wire-tied together with two double strand 18 SWG galv steel wire ties, one ateach end of overlap.c. Blocking - Where truss design does not permit direct, full contact of the hanger bracket, a piece of nominal 2 by 4 in. lumber (blocking), min. 6 in. long to permit full contact ofthe hanger bracket, to be secured vertically to the side of the truss (Item 2) at the top and bottom of the blocking at each Steel Framing Member (Item 6Bd) location.d. Steel Framing Members* - Hangers spaced 48 in. OC. max along truss, and secured to the Blocking (Item 6Bc) on alternating trusses with a single 5/16 in. by 2 in. hexhead lag bolt or four #6 1-1/4 in. drywall screws through mounting hole(s) on the hanger bracket. The two 1/4 in. long steel teeth on the hanger are embedded in the side ofthe blocking. Hanger positioned on blocking and leveling bolt height adjusted such that furring channels are flush with bottom of trusses before gypsum board installation.Spring gauge of hanger chosen per manufacturer\'s instructions.

KINETICS NOISE CONTROL INC - Type ICW.7. Gypsum Board* - One layer of nom 5/8 in. thick by 48 in. wide boards, installed with long dimension parallel to trusses. Attached to the resilient channels using 1 in. longType S bugle-head screws. Screws spaced a max of 12 in. OC along butted end-joints and in the field when no insulation (Item 3 or 3A ) is fitted in the concealed spaced, ora max of 8 in. OC along butted end-joints and in the field when insulation (Item 3 or 3A ) is fitted in the concealed space, draped over the resilient channel/gypsum boardceiling membrane.When Steel Framing Members* (Item 6A) are used, sheets installed with long dimension perpendicular to furring channels and side joints of sheet located beneath trusses.Gypsum board screws are driven through channel spaced 12 in. OC in the field when no insulation (Item 3 or 3A) is fitted in the concealed space, or 8 in. OC in the fieldwhen insulation (Item 3 or 3A) is fitted in the concealed space, draped over the furring channel/gypsum board ceiling membrane. Gypsum board butt joints shall bestaggered min. 2 ft. within the assembly, and occur between the main furring channels. At the gypsum board butt joints, each end of the gypsum board shall be supported bya single length of furring channel equal to the width of the wallboard plus 6 in. on each end. The furring channels shall be spaced approximately 3-1/2 in. OC, and beattached to the trusses with one clip at each end of the channel. Screw spacing along the butt joint to attach the gypsum board to the furring channels shall be 8 in. OC.Second (outer) layer of gypsum board required when furring channels (Item 6A, a) are spaced 24 in. OC and insulation is fitted in the concealed space, draped over thefurring channel/gypsum board ceiling membrane. Outer layer of gypsum board attached to the furring channels using 1-5/8 in. long Type S bugle-head screws spaced 8 in.OC at butted joints and 12 in. OC in the field. Butted end joints of outer layer to be offset a minimum of 8 in. from base layer end joints. Butted side joints of outer layer to be offsetminimum 18 in. from butted side joints of base layer.When Steel Framing Members (Item 6B) are used, two layers of nom 5/8 in. thick, 4 ft wide gypsum board are installed with long dimensions perpendicular to furringchannels (Item 6Ba). Base layer attached to the furring channels using 1 in. long Type S bugle head steel screws spaced 8 in. OC along butted end joints and 12 in. OC inthe field of the board. Butted end joints centered on the continuous furring channels. Butted base layer end joints to be offset a min of 16 in. in adjacent courses. Outer layerattached to the furring channels using 1-5/8 in. long Type S bugle head steel screws spaced 8 in. OC at butted end joints and 12 in. OC in the field. Butted end joints centeredon the continuous furring channels and offset a min of 16 in. from butted end joints of base layer. Butted side joints of outer layer to be offset min 16 in. from butted side joints ofbase layer.

CANADIAN GYPSUM COMPANY - Types C, IP-X2, IPC-AR.UNITED STATES GYPSUM CO - Types C, IP-X2, IPC-AR.USG MEXICO S A DE C V - Types C, IP-X2, IPC-AR.

8. Finishing System - (Not Shown) - Vinyl, dry or premixed joint compound, applied in two coats to joints and screw-heads; paper tape, 2 in. wide, embedded in first layer ofcompound over all joints. As an alternate, nom 3/32 in. thick veneer plaster may be applied to the entire surface of gypsum board. Alternate Ceiling Membrane - Not Shown.9. Steel Framing Members -

a. Main runners - Installed perpendicular to trusses - Nom 10 or 12 ft long, 15/16 in. or 1-1/2 in. wide face, spaced 4 ft OC. Main runners hung a min of 2 in. from bottom chordof trusses with 12 SWG galv steel wire. Wires located a max of 48 in. OC.b. Cross tees or channels - Nom 4 ft long, 15/16 in. or 1-1/2 in. wide face or cross channels, nom 4 ft long, 1-1/2 wide face, installed perpendicular to the main runners,spaced 16 in. OC. Additional cross tees or channels used at 8 in. from each side of butted gypsum board end joints. The cross tees or channels may be riveted or screw-attached to the wall angle or channel to facilitate the ceiling installation.c. Wall angles or channels - Used to support steel framing member ends and for screw-attachment of the gypsum wallboard - Min 0.016 in. thick painted or galvanized steelangle with 1 in. legs or min. 0.016 in. thick painted or galvanized steel channel with a 1 by 1-1/2 by 1 in. profile, attached to walls at perimeter of ceiling with fasteners 16 in. OC.

CGC INC - Type DGL or RX.USG INTERIORS INC - Type DGL or RX.

10. Gypsum Board* - For use with Steel Framing Members (Item 9) when Batts and Blankets* (Item 6) are not used - One layer of nom 5/8 in. thick by 48 in. wide boards,installed with long dimension parallel to the main runners. Gypsum board fastened to each cross tee or channel with five wallboard screws, with one screw located at themidspan of the cross tee or channel, one screw located 12 in. from and on each side of the cross tee or channel mid span and one screw located 1-1/2 in. from eachgypsum board side joint. Except at wallboard end joints, wallboard screws shall be located on alternating sides of cross tee flange. At gypsum board end joints, gypsumboard screws shall be located 1/2 in. from the joint. Gypsum board fastened to main runners with wallboard screws 1/2 in. from side joints, midway between intersectionswith cross tees or channels (16 in. OC). End joints of adjacent gypsum board sheets shall be staggered not less than 32 in. Gypsum board sheets screw attached to leg ofwall angle with wallboard screws spaced 12 in. OC. Joints treated as described in Item 7. For use with Steel Framing Members* (Item 9) when Batts and Blankets* (Item 6)are used - Ratings limited to 1 Hour - 5/8 in. thick, 4 ft wide; installed with long dimension perpendicular to cross tees with side joints centered along main runners and endjoints centered along cross tees. Fastened to cross tees with 1 in. long steel gypsum board screws spaced 8 in. OC in the field and 8 in. OC along end joints. Fastened tomain runners with 1 in. long gypsum board screws spaced midway between cross tees. Screws along sides and ends of boards spaced 3/8 to 1/2 in. from board edge.End joints of the sheets shall be staggered with spacing between joints on adjacent boards not less than 4 ft OC.

CANADIAN GYPSUM COMPANY - Type C or IP-X2.UNITED STATES GYPSUM CO - Type C or IP-X2.USG MEXICO S A DE C V - Type C or IP-X2.

*Bearing the UL Classification Mark

Design No. P522

October 03, 2007Unrestrained Assembly Rating - 1 Hr

Finish Rating - 25 Min (See Items 3 or 3A )

Load Restricted for Canadian Applications - See Guide BXUV7

A. 2-PANEL B. FULL LITE C. BI-PASS E. PATIO SLIDER W/ TRANSOM F. PATIO SLIDER W/ TRANSOMD. LOUVER BI-FOLD

G. VISION LITE

4" 6"

2' -

1"

6"

WIREDGLASS

T

T T TT

6" 6"

6"

1' -

0"

6' -

10

"

6' -

10

"1

' - 2

"

2' -

2"

H. SIDE LITES & TRANSOM J. FLUSH

9' - 1"

EQ 6' - 0" EQ

1' -

10

"

8' -

10

"

T T

TT

1. DOUBLE HUNG (EGRESS)

TEMPERED

2. DOUBLE HUNG(EGRESS)TEMPERED (SEE PLANFOR LOCATIONS)

4. SLIDER(EGRESS)TEMPERED (SEE PLANFOR LOCATIONS)

3. SLIDER(EGRESS)TEMPERED (SEE PLANFOR LOCATIONS)

10. FIXEDTEMPERED (SEE PLANFOR LOCATIONS),OBSCURE GLASS ATPOOL HOUSE, TYP

11. FIXED

8' -

0"

8' -

0"

9' -

0"

5. SLIDER (EGRESS) TEMPERED

4' - 0" 3' - 0" 5' - 0"

9. FIXED8. SLIDERWITH TRANSOMTEMPERED

6' - 0"

7. SLIDERWITH TRANSOMTEMPERED (SEE PLANFOR LOCATIONS)

5' - 0" 5' - 0"

6' - 0" 1' - 6" 2' - 0" 2' - 0"

1' -

6"

5' -

0"

1' -

0"

5' -

0"

6' -

0"

2' -

0"

4' -

0"

6' -

0"

5' -

0"

5' -

0"

5' -

0"

4' -

6"

4' - 0"

6. SLIDER WITH TRANSOM

5' - 0"

5' -

0"

1' -

0"

8' -

0"

@ T

YP

E 1

9' -

6"

@ T

YP

E 8

A

8' -

7 1

/2"

@ T

YP

E 1

A

9' -

0"

@ T

YP

E 8

8' -

0"

@ T

YP

E 9

8' -

7 1

/2"

@ T

YP

E 9

A

12. FIXED

1' - 6"

3' -

0"

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

2:4

5:2

9 P

M


GSL Properties

August 28, 2008

13463

A1.03

Schedules

Not fo

r C

onstr

uction -

Oct 14, 2008

DOOR

NO LOCATION

DOOR

THICKNESS TYPE

DOOR FRAME HDWR

GROUP

RATING

(MINUTES) COMMENTSWIDTH HEIGHT MATERIAL FINISH MATERIAL FINISH

C100A NORTH LOBBY 3' - 0" 7' - 0" 1 3/4" H WD STN WD STN 11 PAIR

C101A NORTH CORR 3' - 0" 6' - 8" 1 3/4" B HM P-31 HM P-31 12 20 MIN EXTERIOR PAINT AT FRAME & DOOR TO MATCH ADJ WALL

C101B STAIR 1 3' - 0" 6' - 8" 1 3/4" G HM P-31 HM P-31 12 20 MIN EXTERIOR PAINT AT FRAME & DOOR TO MATCH ADJ WALL

C101C NORTH CORR (ELEVATOR) 3' - 6" 7' - 0" 1 3/4" J HM P-11 HM P-11 13 20 MIN SMOKE GASKET - VRFY DIMS W/ ELEV MFR; MAGNETICHOLD OPEN - VRFY W/ ELEV MFR

C102A EAST CORR 3' - 0" 6' - 8" 1 3/4" B HM P-31 HM P-31 12 20 MIN EXTERIOR PAINT AT FRAME & DOOR TO MATCH ADJ WALL


C103A TRASH 3' - 0" 6' - 8" 1 3/4" J HM P-31 HM P-31 12 20 MIN EXTERIOR PAINT AT FRAME & DOOR TO MATCH ADJ WALL

C103B TRASH 6' - 0" 6' - 8" 1 3/4" J HM P-31 HM P-31 14 PAIR; EXTERIOR PAINT AT FRAME & DOOR TO MATCH ADJWALL

C104 FIRE SPRINKLER 3' - 6" 6' - 8" 1 3/4" FLUSH HM P-31 HM P-31 5 EXTERIOR PAINT AT FRAME & DOOR TO MATCH ADJ WALL

C105A ELEC/TEL 3' - 0" 6' - 8" 1 3/4" A WD P-31 WD P-31 15 20 MIN

C105B ELEC/TEL 3' - 0" 6' - 8" 1 3/4" A WD P-31 WD P-31 15 20 MIN

C106 ELEV EQUIP 3' - 0" 6' - 8" 1 3/4" A WD P-31 WD P-31 16 20 MIN

C107 MEN 3' - 0" 6' - 8" 1 3/4" A WD P-31 WD P-31 17 20 MIN

C108 WOMEN 3' - 0" 6' - 8" 1 3/4" A WD P-31 WD P-31 17 20 MIN

C110 SOUTH LOBBY 3' - 0" 7' - 0" 1 3/4" H WD STN WD STN 11 PAIR

C112 FITNESS 3' - 0" 7' - 0" 1 3/4" B WD STN WD STN 18 20 MIN

C113 NORTH CORR CLOSET 2' - 0" 6' - 8" 1 1/2" A WD P-31 WD P-31 20

C114 LEASING 3' - 0" 7' - 0" 1 3/4" B WD STN WD STN 19 20 MIN

C115 LEASING 3' - 0" 7' - 0" 1 3/4" B WD STN WD STN 18 20 MIN






C202 TRASH 3' - 0" 6' - 8" 1 3/4" J HM P-31 HM P-31 21 20 MIN EXTERIOR PAINT AT FRAME & DOOR TO MATCH ADJ WALL

C203 STORAGE 3' - 0" 6' - 8" 1 3/4" A WD P-31 WD P-31 20 20 MIN

C204 STORAGE 3' - 0" 6' - 8" 1 3/4" A WD P-31 WD P-31 20 20 MIN






C302 TRASH 3' - 0" 6' - 8" 1 3/4" J HM P-31 HM P-31 21 20 MIN EXTERIOR PAINT AT FRAME & DOOR TO MATCH ADJ WALL

C303 JANITOR 3' - 0" 6' - 8" 1 3/4" A WD P-31 WD P-31 20 20 MIN C303

C304 STORAGE 3' - 0" 6' - 8" 1 3/4" A WD P-31 WD P-31 20 20 MIN C304

C305 BOILER 3' - 0" 6' - 8" 1 3/4" A WD P-31 WD P-31 16 20 MIN C305

P101 MEN 3' - 0" 6' - 8" 1 3/4" J HM P-32 HM P-32 23 EXTERIOR PAINT AT FRAME & DOOR TO MATCH ADJ WALL

P102 EQUIP/STORAGE 3' - 0" 6' - 8" 1 3/4" J HM P-32 HM P-32 22 EXTERIOR PAINT AT FRAME & DOOR TO MATCH ADJ WALL

P103 WOMEN 3' - 0" 6' - 8" 1 3/4" J HM P-32 HM P-32 23 EXTERIOR PAINT AT FRAME & DOOR TO MATCH ADJ WALL

DOOR SCHEDULE - UNITS

DOOR

NO LOCATION WIDTH HEIGHT Thickness TYPE

DOOR FRAME HDWR

GROUP Fire Rating COMMENTSMATERAIL Finish MATERIAL FINISH

214 DECK 6' - 0" 6' - 10" 1 1/2" E VINYL MFR VINYL MFR 2

314 DECK 6' - 0" 8' - 10" 1 1/2" F VINYL MFR VINYL MFR 2

A1 UNIT ENTRY 3' - 0" 6' - 8" 1 3/4" A WD P-3 WD P-3 1 20 MIN

A2 BEDROOM/BATHROOM 3' - 0" 6' - 8" 1 3/8" A WD P-3 WD P-3 6

A3 CLOSET 2' - 0" 6' - 8" 1 3/8" A WD P-3 WD P-3 7

B1 DECK 3' - 0" 6' - 8" 1 3/4" B HM P-3 HM P-3 3

C1 CLOSET 5' - 0" 6' - 8" 1 3/8" C WD P-3 WD P-3 8

C2 CLOSET 6' - 0" 6' - 8" 1 3/8" C WD P-3 WD P-3 8

D1 LAUNDRY 5' - 0" 6' - 8" 1 3/8" D WD P-3 WD P-3 9

DOOR SCHEDULE

SCALE: 1/4" = 1'-0"A1.03

WINDOW TYPES1

FINISH SCHEDULE - UNITS

ROOM NAME

FLOOR MATERIAL /

FINISH

BASE MATERIAL/

FINISH

WALL MATERIAL /

FINISH

CEILING MATERIAL /

FINISH COMMENTS

LIVING CPT-1 4" WD/P-3 GYP BD/P-1 GYP BD/P-2

BEDROOM/SLEEPING CPT-1 4" WD/P-3 GYP BD/P-1 GYP BD/P-2

KITCHEN LIN-1 RB-1 GYP BD/P-1 GYP BD/P-2

BATH LIN-1 RB-1 GYP BD/P-1 GYP BD/P-2

LAUNDRY LIN-1 RB-1 GYP BD/P-1 GYP BD/P-2

CLOSET CPT-1 4" WD/P-3 GYP BD/P-1 GYP BD/P-2

LINEN CPT-1 4" WD/P-3 GYP BD/P-1 GYP BD/P-2

FINISH SCHEDULE

1. SEE 15/A8.01 EXTERIOR OPENING WRAP AT WINDOWS.

2. SEE FLOOR PLANS FOR WINDOW ORIENTATION AND LOCATION OFOPERABLE PANELS.

GENERAL NOTES

FINISH SCHEDULE - COMMON AREAS

ROOM

NO ROOM NAME FLOOR MATL / FINISH BASE MATL / FINISH WALL MATL / FINISH CEILING MATL / FINISH COMMENTS

C1 STAIR 1 CPT-11 8" WD/P-31 GYP BD/P-11 GYP BD/P-21

C2 STAIR 2 CPT-11 8" WD/P-31 GYP BD/P-11 GYP BD/P-21

C3 ELEVATOR CPT-11 SS PLAM MFR

C100 NORTH LOBBY TILE-11/TILE-12 8" WD/P-31 GYP BD/P-11 GYP BD/P-21, P-23 RAIL ON WALL TYPICAL, SEE 1/A6.01

C101 NORTH CORR CPT-11 8" WD/P-31 GYP BD/P-11, P-14 GYP BD/P-21 RAIL ON WALL TYPICAL, SEE 4/A6.02

C102 EAST CORR CPT-11 8" WD/P-31 GYP BD/P-11, P-14 GYP BD/P-21 RAIL ON WALL TYPICAL, SEE 4/A6.02

C103 TRASH CONC/SEALED RB-11 GYP BD/P-11 GYP BD/P-21

C104 FIRE SPRINKLER CONC/SEALED RB-11 GYP BD/P-11 GYP BD/P-21

C105 ELEC/TEL CONC/SEALED RB-11 GYP BD/P-11 GYP BD/P-21

C106 ELEV EQUIP CONC/SEALED RB-11 GYP BD/P-11 GYP BD/P-21

C107 MEN LIN-11 RB-11 GYP BD/P-12 GYP BD/P-22

C108 WOMEN LIN-11 RB-11 GYP BD/P-12 GYP BD/P-22

C109 GREAT ROOM CPT-12 8" WD/P-31 GYP BD/P-11, P-13 GYP BD/P-21, P-23

C110 SOUTH LOBBY TILE-11/TILE-12 8" WD/P-31 GYP BD/P-11, P-13 GYP BD/P-21, P-23

C111 LIBRARY CPT-12 8" WD/P-31 GYP BD/P-11, P-13 GYP BD/P-21, P-23

C112 FITNESS CPT-12 8" WD/P-31 GYP BD/P-11 GYP BD/P-21

C113 MAIL CPT-11 8" WD/P-31 GYP BD/P-11 GYP BD/P-21, P-23

C114 LEASING CPT-12 8" WD/P-31 GYP BD/P-11, P-13 GYP BD/P-21

C115 LEASING CPT-12 8" WD/P-31 GYP BD/P-11, P-13 GYP BD/P-21



C202 TRASH LIN-11 RB-11 GYP BD/P-11 GYP BD/P-21

C203 STORAGE LIN-11 RB-11 GYP BD/P-11 GYP BD/P-21




C302 TRASH LIN-11 RB-11 GYP BD/P-11 GYP BD/P-21

C303 JANITOR LIN-11 RB-11 GYP BD/P-11 GYP BD/P-21


C305 BOILER LIN-11 RB-11 GYP BD/P-11 GYP BD/P-21

P101 MEN CONC/SEALED RB-12 GYP BD/P-15 GYP BD/P-24

P102 EQUIP/STOR CONC/SEALED RB-12 GYP BD/P-15 GYP BD/P-24

P103 WOMEN CONC/SEALED RB-12 GYP BD/P-15 GYP BD/P-24

1. PROVIDE WEATHER WRAPMATERIALS AND CONSTRUCTION PER18/A8.01 FOR ALL EXTERIOR DOORS.

2. ALL DOORS TO HAVE LEVERHANDLES.

3. PROVIDE FIRE-RATED DOORS THATHAVE A TEMPERATURE RATING OF 450DEGREES F MAXIMUM IN 30 MINUTES OFFIRE EXPOSURE.

4. P-_ NOTES INTERIOR PAINT COLORONLY.

GENERAL NOTES

+- +-

+- +-

+- +-

6'

6'

MFR

MFR

C1

C2

C3

UP

UP

A3.02

1

A3.01

1

A3.022

A3.01 2

1 3

A

2

B

C

9' - 3 1/4" 23' - 11 3/4" 23' - 9" 23' - 9" 23' - 9" 23' - 9" 23' - 9" 23' - 9" 21' - 2 1/2" 28' - 10"

33

' - 6

"2

3' -

9"

23

' - 9

"2

3' -

9"

23

' - 1

1 3

/4"

9' -

3 1

/4"

A5.11

1

A5.11

5

3

A4.11

2

A4.01

2

A4.01

2

A4.11 1

A4.11

2

A4.12

1

A4.12

3

A4.01

3

A4.01

1

A4.01

1

A4.01

163' - 3 1/2" 62' - 6"

225' - 9 1/2"

62

' - 6

"7

5' -

6"

13

8' -

0"

GREATROOM

C109

C109

ELEVEQUIP

C106

C106

A6.01

2C

2B

A6.02

1

LEASING

C114

C114

LEASING

C115

C115

2D

2A

SOUTHLOBBY

C110

C110

NORTHLOBBY

C100

C100

EAST CORR

C102

C102

UNIT 2C

116

116

FITNESS

C112

C112

TRASH

C103

C103

1' -

0"

WOMEN

C108

C108

MEN

C107

C107

STAIR 1

C1

STAIR 2

C2

A6.01

1C

ELEC/TEL

C105

C105

LIBRARY

C111

C111

MAIL

C113

C113

NORTH CORR

C101

C101

UNIT 1C

101

101

UNIT 1C

103

103

UNIT 1C

105

105

UNIT 1C

107

107

UNIT 1C

109

109

UNIT 1C

102

102

UNIT 1C

110

110

UNIT 1C

108

108

UNIT 1C

106

106

UNIT 1C

104

104

UNIT 1C

113

113

UNIT 1C

119

119

UNIT 1C

118

118

UNIT 1C

123

123

UNIT 1C

122

122

UNIT 1C

120

120

UNIT 1C

121

121

A6.014D

4A

4B

4C

1D 1B

1A

A6.01

3A

A6.02

4B

4A

A6.01

5B

5A

UNIT 1C

117

117

ELEV

UNIT 0C

115

115

1

A4.13

6' - 5" 1' - 9 1/4"5' - 10"

10' - 11 3/4"

6' - 5" 1' - 9 1/4"

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

6' - 3 1/4"

10' - 11 3/4"

5' -

0"

3' -

3"

5' -

0"

4' -

4 1

/2"

2' -

8"

6' -

6"

4' -

1"

5' -

0"

7' -

0"

26

' - 9

"

C1

01

B

C101A

2' -

0"

4' -

4 1

/2"

2' - 1"

5' - 7 1/4"

1' - 10"

4' - 5 1/2"

26' - 9" 18' - 6 1/2" 8' - 2 1/2"

2' - 0"

7' - 6" 7' - 6" 2' - 8"

C103BC103A

C1

02

A

C102B

C105B

C106

C1

05

A

C1

10

C1

12

C1

13

C1

14

C115

C1

00

A

6

9A

1A

33 3

193

3

9A

1A

3

1A

9A

3

10

10

10

12

12

1A

9A

3

1A 2

10 10

5

3

3

9

1

3

3

1A

9A

3

1A

9A

101010

9A

1A

3

1A

3

3

1A

9A6

6

63

391

3

1A

9A

3

9A

1A

3

1A

9A

3

C104

23' - 10 1/2" 23' - 9" 23' - 9" 23' - 9" 23' - 9" 23' - 6 1/4"

1' -

0"

5' -

11

1/2

"5

' - 6

"

5' - 7 1/4"

1' - 10"

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

2' - 8" 2' - 1"

10' - 11 3/4"

3' - 7 1/2" 3' - 8" 5' - 7 1/4"

13' - 0"

3' - 4" 9' - 9"

1' - 4" 3' - 8 1/2" 2' - 2"

4' - 8 1/2"

6' - 0 1/2"

6' -

2 1

/4"

12

' - 5

1/4

"2

' - 0

1/4

"

23

' - 9

"2

3' -

11

3/4

"9

' - 3

1/4

"

2' -

9 3

/4"

6' -

5"

2' -

0"

3' - 9 1/2"

5' -

7 1

/4"

2

A4.13

15' - 6 1/4" 3' - 0 3/4"

11

' - 1

"

5' -

0"

12

' - 3

1/2

"

2' -

1 1

/2"

3' -

6 1

/2"

2' -

1 1

/2"

4' - 6 1/2"

3' - 4"

1' -

8"

6' -

5"

2' -

0"

10

' - 1

1 3

/4"

1' -

10

"

5' -

7 1

/4"

11' - 1 1/4"

6' - 5"

1' - 9 1/4"

1' - 10"

5' - 9"

1' - 11 3/4" 2' - 4 1/4"

5' - 7 1/4"

10' - 11 3/4"

6' - 5"

1' - 9 1/4"

5' - 7 1/4"

1' - 10"

10' - 11 3/4"

6' - 5"

1' - 9 1/4"

1' - 10" 2' - 4 1/4"

5' - 7 1/4"

10' - 11 3/4"

3' - 8"

3' - 7 1/4"

6' - 3 1/4"

10' - 11 3/4" 10' - 11 3/4"

2' -

4 1

/4"

10

' - 1

1 3

/4"

1' -

9 1

/4"

6' -

5"

1' -

10

"

10

' - 1

1 3

/4"

10

' - 1

1 3

/4"

1' -

10

"

5' -

7 1

/4" 1

' - 4

"

5' -

7 1

/4"

1' -

4"

5' -

0"

2' -

11

1/4

"3

' - 5

3/4

"

1' -

7 3

/4"

23

' - 6

"

18' - 9 3/4"

5' -

7 1

/4"

10

' - 1

1 3

/4"

5' -

7 1

/4"

3' -

8"

3' -

7 1

/4"

6' -

3 1

/4"

10

' - 1

1 3

/4"

5' -

7 1

/4"

2' -

4 1

/4"

PARTYWALL

CL

PARTYWALL

CL

PARTYWALL

CL

PARTYWALL

CL

PARTYWALL

CL

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

10' - 11 3/4"

6' - 5"1' - 9 1/4"

5' - 7 1/4"

14

' - 0

1/2

"2

' - 9

"

A5.11

1

SIM

FEC

FEC

11' - 1 1/4" 2' - 9 3/4"

7' - 4 1/4" 8' - 7 3/4"

12

' - 4

1/4

"

EQ

3' -

7"

EQ

1' -

2"

6' -

2 1

/4"

3' -

1 1

/2"

1' - 10"

11' - 3 1/2" 6' - 5" 1' - 9 1/4"

1' - 10"

2 3/4" 1' - 7 3/4"

5' - 4 1/4"2' - 4 1/4"

11' - 5 1/4"

2' -

9 1

/2"

TY

P

10

"3

' - 6

1/2

"

5' - 7 1/4"

10' - 5"

1' - 0 3/4"

5' - 7 3/4" 5' - 3 3/4"5' - 7 1/4"

5 1/2" 1' - 3 1/2"

16

' - 0

1/4

"1

2' -

6 1

/2"

11 3/4" 11 3/4"

7 3

/4"

1' -

8"

7 3

/4"

1' -

8"

PA

RT

Y W

AL

LC L

CO

LC L

CO

LC L

1' - 2 1/2"

CO

LC L 1' - 7 1/2"

1' - 7 1/2"

CO

LC L

CO

LC L

7' -

9 1

/4"

COLCL

9' -

0"

COLCL

CO

LC L

COLCL

COLCL

FIRE SPRINKLER

C104

C104

3' - 8 3/4"

9' -

2 1

/2"

2' -

0"

1' -

0"

8" 8" 8" 8"

8"

8"

8" 8" 8" 8"

8"

8" 8" 1' - 0 1/2"

8"

8"

8"

8"

8"

4' - 4 1/2"

4' - 4 1/2"

9A1' -

9 1

/4"

6' -

5"

1' -

10

"

6' -

1 1

/2"

4

8 3

/4"

8 3

/4"

8 3/4"

EQ

EQ

8 3/4"

DS

DSDSDSDS

DS

DS

DS

DS

DS

DS

DS

DS

DS DS

DS

DS

DS

DS

DS

DS

DSDS

DS DS

PA

RT

YW

ALL

C L

DS

DS

DSDS

DS

8 3/4"

C101C

2' - 7 1/4"

21

21

2421

27

21 21

2227 27

22

21

27

24

24

24

23

24

21

272721

21

24

23

23

21

22

21

21

21

22

21

21

21

2221

21

21

23

23

27

21

27 27 27 27

27

27 27

27

27

2727

27

21

22

21

21

21

21

22

21

21

22

21

21

22 2121

21

21

21

21

21

21

2221

21

23

21

21

22 21

21

22 21

21

22

21

21

2' -

4 1

/4"

1' -

4"

1' -

4"

2' - 4 1/4"2' - 4 1/4"

1' - 10 3/4"

10

1/2

"T

YP

10

1/2

"T

YP

11' - 2 1/2"

SIM

SIM SIM

23

23

10"

10

"

TY

P

TYPTYP

TY

P

10 1/2"TYP

5' - 0"

5' - 7 1/4" 5' - 7 1/4"

TYP

CO

NC

CP

T

CONC CPT

CP

TT

ILE

CPT TILE

CPT CPT

TIL

E

CPT

CONC CPT

CP

T

CP

TC

PT

TIL

EC

PT

10

' - 1

1 3

/4"

CPT TILE

11

"

TY

P

2' - 0 3/4"

PARTYWALL

CL

A8.03

13

T

T

T

2' - 4 1/4" 1' - 4" 1' - 4"

2' - 4 1/4"

DS

DS

DS

4' - 4 1/2"UNO

UNO

5' - 0"

10 1/2"

21

TYP

SIM

1 SIM

1

1

11

UNO

1

1

1

8 3

/4"

UNO

TYP

1' - 11 1/4"

3' -

9 3

/4"

3 3/4"

6' - 0 1/2"

1A

2727

COL

2727

272727272727272727272727 2727

27

272727

2727

272727

COL

272727 2727 2727 2727

2727272727

2727

2424

COL

1

8' - 1 1/2" 3' - 1"

COL

COL

COL

COL

COL

EQ EQ

2727

T

T

T

2' - 0 3/4"

11

"

15

A8.03

TYP

20

A8.03

SIM

20

A8.03 TYP

4' -

6"

TY

P

TY

P

TYP

5' - 0"

UNO

3"

24

TYP

TYP

8' - 0"

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

2:4

5:5

3 P

M


GSL Properties

August 28, 2008

13463

A2.01

First FloorPlan

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 1/8" = 1'-0"A2.01

1 FIRST FLOOR PLAN

12. SEE 10/A8.12 FOR FIRE EXTINGUISHER CABINET DETAIL.

13. OPERABLE PARTS OF LIGHTING, ENVIRONMENTAL,SECURITY CONTROLS, ELECTRICAL RECEPTACLES,AND WINDOWS SHALL BE MOUNTED BETWEEN 15"AND 48" AFF.

14. SEE 1/A8.11 FOR TYP INTERIOR DOOR JAMB DETAIL.

15. ELECTRICAL PANEL TO BE LOCATED WITHIN REACHRANGE OF 48" AFF TO HIGHEST CONTROL AT GROUNDFLOOR UNITS. PROVIDE FURRING STRIPS ON WALL ATELECTRICAL PANEL AS REQUIRED.

SHEET NOTES

1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUDAND CENTERLINE OF OPENING UNLESS OTHERWISE NOTED.

2. ARCHITECTURAL ABBREVIATIONS & SYMBOL LEGEND:SEE SHEET A0.01.

3. CONSTRUCTION ASSEMBLY DESCRIPTIONS: SEESHEET A1.01.

4. ALL UNITS ARE ADAPTABLE DWELLING UNITS.

5. UNLESS OTHERWISE NOTED ALL MECHANICAL DUCTSIN CEILING SHALL RUN UNDER 1-HR FLOOR/ CEILINGASSEMBLY, SEE 16/A8.11. WHERE REQUIRED FORDUCTS TO RUN IN JOIST BAYS PROVIDE GYPSUMBOARD FIRE WRAP INSIDE ALL DUCTED JOIST BAYSPER DETAIL 8 & 9/A8.11.

6. PROVIDE 1 HR GYPSUM BOARD "TENTING" AT ALLRECESSED LIGHTS, SEE 8 & 9/A8.11.

7. MAINTAIN WALL AND FLOOR/CEILING ASSEMBLYRATING AT ALL TUB/SHOWERS, SEE 5/A8.11.

8. SEE SHEET A1.03 FOR ROOM FINISH SCHEDULE.

0' 4' 8' 16'

N

11. SIDEWALKS, PATIOS AND DECKS SHALL SLOPE AT 2%MAXIMUM AS SHOWN ON PLANS. WARP CONCRETE ATWALLS AS SHOWN TO FORCE WATER TO MIGRATEAWAY FROM AND AROUND WITHOUT EXCEEDING 1.5MAXIMUM SLOPE.

9. SEE 10/A8.11 FOR WALL INTERSECTION DETAILS AT 1-HRWALLS.

10. SEE SHEET A1.03 FOR DOOR AND WINDOW TYPES ANDSCHEDULES.

UPDN

UP

DN

A3.02

1

A3.01

1

A3.022

A3.01 2

1 3

A

2

B

C

A5.11

2

3

A4.11

2

A4.01

2

A4.01

2

A4.11 1

A4.11

2

A4.12

1

A4.12

3

A4.01

3

A4.01

1

A4.01

1

A4.01

STORAGE

C204

C204

STORAGE

C203

C203

TRASH

C202

C202

STAIR 1

?

UNIT 2C

216

216

UNIT 1C

223

223

UNIT 1C

222

222

NORTH CORR

C200

C200

EAST CORR

C201

C201

STAIR 2

?

UNIT 1C

220

220

UNIT 1C

221

221

UNIT 1C

219

219

UNIT 1C

218

218

UNIT 1C

217

217

UNIT 1C

212

212

UNIT 1C

214

214

UNIT 1C

210

210

UNIT 1C

208

208

UNIT 1C

206

206

UNIT 1C

204

204

UNIT 1C

202

202

UNIT 1C

201

201

UNIT 1C

203

203

UNIT 1C

205

205

UNIT 1C

207

207

UNIT 1C

209

209

UNIT 1C

211

211

UNIT 1C

213

213

ELEV

OPEN TOBELOW

HIP

UNIT 0C

215

215

1

A4.13

3

12

12

1A

9A

10

10

10

3

1A

9A

3

1A

9A

3

34

3 3

1A

9A

3

8

3

1A

9A

3

1A 2

10 10

5

4

3

3

4

3

3

9A

1A

3

1A

9A

101010

9A

1A

3

1A

3

3

1A

9A3

4

33

34

3

1A

9A

3

1A

9A

3

2

A4.13

9' - 3 1/4" 23' - 11 3/4" 23' - 9" 23' - 9" 23' - 9" 23' - 9" 23' - 9" 23' - 9" 21' - 2 1/2" 28' - 10"

33

' - 6

"2

3' -

9"

23

' - 9

"2

3' -

9"

23

' - 1

1 3

/4"

9' -

3 1

/4"

163' - 3 1/2" 62' - 6"

225' - 9 1/2"

62

' - 6

"7

5' -

6"

13

8' -

0"

23' - 10 1/2" 23' - 9" 23' - 9" 23' - 9" 23' - 9" 23' - 6 1/4"

23

' - 9

"2

3' -

11

3/4

"9

' - 3

1/4

"

5' -

0"

3' -

3"

5' -

0"

4' -

4 1

/2"

26

' - 9

"

4' -

4 1

/2"

13' - 0"

11' - 1 1/4" 10' - 11 3/4" 10' - 11 3/4" 10' - 11 3/4" 10' - 11 3/4" 10' - 11 3/4"

10

' - 1

1 3

/4"

PARTYWALL

CL

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

1' -

0"

11' - 2 1/2"

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

26' - 9" 18' - 6 1/2" 8' - 2 1/2"

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

10' - 11 3/4"

11

' - 1

"

5' -

0"

12

' - 3

1/2

"1

0' -

11

3/4

"1

0' -

11

3/4

"1

0' -

11

3/4

"

PARTYWALL

CL

PARTYWALL

CL

PARTYWALL

CL

PARTYWALL

CL

10' - 11 3/4" 10' - 5"

6' -

5"

2' -

0"

5' -

7 1

/4"

6' - 5"

1' - 9 1/4"

5' - 9" 5' - 7 1/4" 6' - 5"

1' - 9 1/4"

5' - 7 1/4"

1' - 10"

6' - 5"

1' - 9 1/4"

2' - 4 1/4"

5' - 7 1/4" 6' - 3 1/4" 5' - 7 1/4" 5' - 7 1/4"

10

' - 1

1 3

/4"

1' -

10

"

5' -

7 1

/4"

1' -

4"

5' -

7 1

/4"

1' -

4"

5' -

0"

2' -

11

1/4

"3

' - 5

3/4

"

1' -

7 3

/4"

C2

01

A

C201B C202

C203

C2

04

C200A

C2

00

B

2' - 0"

7' - 6"

6' - 5" 1' - 9 1/4"5' - 10" 6' - 5" 1' - 9 1/4" 6' - 3 1/4"5' - 7 1/4"

1' - 10"

5' - 7 1/4"

1' - 10"

5' - 7 1/4"

6' - 5" 1' - 9 1/4"

5' - 7 1/4"

1' - 10" 2' - 4 1/4"

5' - 7 1/4"

6' -

5"

2' -

0"

1' -

10

"5

' - 7

1/4

"1

' - 9

1/4

"6

' - 5

"

1' -

10

"

5' -

7 1

/4"

5' -

7 1

/4"

6' -

3 1

/4"

5' -

7 1

/4"

2' -

4 1

/4"

6' - 3 1/2" 6' - 0 1/2"

3' - 8 3/4"

25' - 5 1/4"

2' -

8"

6' -

6"

4' -

1"

5' -

0"

7' -

0"

4' -

6"

6' - 6"

2' - 6 3/4" 2' - 6 3/4"

10

' - 2

3/4

"

2' - 8" 2' - 1"

15' - 6 1/4" 3' - 0 3/4"

6' - 5" 1' - 9 1/4"

1' - 10"5' - 4 1/4"

TY

P

5' - 7 1/4"

1' - 0 3/4"

5' - 7 3/4" 5' - 3 3/4"

2' -

9 1

/2"

6' -

1 1

/2"

6' -

3 1

/4"

8"8"8" 8" 8"

8"

8"

8"

8"

8"

8"

1' -

0"

9' -

2 1

/2"

2' -

0"

1' - 0 1/2"8"6' - 3 1/4"

10' - 11 3/4"

1' - 9"8"8"8" 8"8"

8' - 3"

5' - 0"

7' - 6" 2' - 8"

1' - 1 1/2"

2' -

9 3

/4"

1' - 1 1/2"

4' - 4 1/2"

4' - 4 1/2"

8' -

4 1

/2"

1' -

0 1

/2"

1' -

0"

1' -

0"

1' -

0"

2' -

0"

1' - 0"

1' - 0"

1' - 11 1/4"

1' - 7 1/2"

6' - 6"

1' - 7 1/2"

CO

LC L

CO

LC L

9' -

0"

COLCL

A5.11

2

SIM

1' -

1 3

/4"

2' - 7"

1' -

1 3

/4"

8"

FEC

FEC

1' - 10"1' - 10"

9A1' -

9 1

/4"

6' -

5"

214

DS

DSDSDSDS

DS

DS

DS

DS

DS

DS DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DSDS

DS

C200C

2' -

4 1

/4"

21

21 21

2227 27

22

21 21

22

27

21

22

21

21

21

27

27

27

22 21

21

22 21

21

22

21

21

21

21

2221

27

27

21

2221

21

23

27

27

22 21 21

21

21

21

27

21

22

21

21

27

21

21

22

21

27 27 27

21

22

21

2121

22

21

21 21

21

21

21

27

26

21

2121

21

21

2727

21

2121

25

23

24

23

21

21

21

23

A5.11

5

SIM

2' -

4 1

/4"

1' -

4"

1' -

4"

2' - 4 1/4"2' - 4 1/4"2' - 1"

2' - 4 1/4" 1' - 10 3/4"

10 1/2"

TYP

10

' - 1

1 3

/4"

10 1/2"TYP

8 3/4"

10

' - 1

1 3

/4"

8 3

/4"

10

1/2

"T

YP

10

1/2

"

10' - 11 3/4" 10' - 11 3/4"

TY

P

10' - 11 3/4"

8 3

/4"

2' - 1 1/4"

23

4

8 3

/4"

PARTYWALL

CL

23

8 3/4"

T

T

1' - 11 3/4"

2' - 4 1/4" 1' - 4" 1' - 4"

2' - 4 1/4"

15

A8.03

DS DS

DS

DS

DS

TYP

DS

4' - 4 1/2"

CLCL

CL

8 3

/4"

TT

UNO

UNO

5' - 0"

2727272727272727272727

COL COL

2727

2727

2727

272727

COL

272727272727

272727272727272727272727COL

COL

2' -

9 1

/2"

2' -

9 1

/2"

2' -

9 1

/2"

2' - 4"

T

6' -

4"

T

COLCOL

TYP

20

A8.03

SIM

20

A8.03 TYP

T

UNO

DS

CL

FOS

15

A8.03

SIM

CL CL

CL

DS

SIM

SIM

DS

PA

RT

Y W

AL

LC L

PA

RT

Y W

AL

LC L

TY

P

TY

P

TYP TYP

TYP

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

2:4

6:1

7 P

M


GSL Properties

August 28, 2008

13463

A2.02

Second FloorPlan

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 1/8" = 1'-0"A2.02

1 SECOND FLOOR PLAN





SHEET NOTES









0' 4' 8' 16'

N




DN

DN

A3.02

1

A3.01

1

A3.022

A3.01 2

1 3

A

2

B

C

A5.11

3

3

A4.11

2

A4.01

2

A4.01

2

A4.11 1

A4.11

2

A4.12

1

A4.12

3

A4.01

3

A4.01

1

A4.01

1

A4.01

STORAGE

C304

C304

JANITOR

C303

C303

UNIT 2C

316

316

TRASH

C302

C302

STAIR 2

?

STAIR 1

?

NORTH CORR

C300

C300

EAST CORR

C301

C301

UNIT 1C

323

323

UNIT 1C

322

322

UNIT 1C

320

320

UNIT 1C

321

321

UNIT 1C

319

319

UNIT 1C

318

318

UNIT 1C

317

317

UNIT 1C

309

309

UNIT 1C

311

311

UNIT 1C

313

313

UNIT 1C

312

312

UNIT 1C

314

314

UNIT 1C

310

310

UNIT 1C

308

308

UNIT 1C

306

306

UNIT 1C

304

304

UNIT 1C

302

302

UNIT 1C

301

301

UNIT 1C

303

303

UNIT 1C

305

305

UNIT 1C

307

307

ELEV

UNIT 0C

315

315

1

A4.13

3

11

11

10

10

11

11

3

10 10

5

9

3

5

9

3

3

3 3

4

5

9

3

8A

3

5

9

3

5 2

7

7

4

3

4

3

3

3

5

9

3

5

9

10

10

11 111111

10

10

9

5

3

5

3

3

9

5

3

4

33

43

3

9

55

9

33

5

9

2

A4.13

9' - 3 1/4" 23' - 11 3/4" 23' - 9" 23' - 9" 23' - 9" 23' - 9" 23' - 9" 23' - 9" 21' - 2 1/2" 28' - 10"

33

' - 6

"2

3' -

9"

23

' - 9

"2

3' -

9"

23

' - 1

1 3

/4"

9' -

3 1

/4"

163' - 3 1/2" 62' - 6"

225' - 9 1/2"

62

' - 6

"7

5' -

6"

13

8' -

0"

23' - 10 1/2" 23' - 9" 23' - 9" 23' - 9" 23' - 9" 23' - 9"

23

' - 9

"2

3' -

11

3/4

"9

' - 3

1/4

"

3' -

3"

4' -

4 1

/2"

26

' - 9

"

4' -

4 1

/2"

12' - 9 1/4"

10' - 11 3/4" 10' - 11 3/4" 10' - 11 3/4" 10' - 11 3/4"

10

' - 1

1 3

/4"

10

' - 1

1 3

/4"

PARTYWALL

CL

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

11' - 2 1/2" 10' - 11 3/4"

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

18' - 6 1/2" 8' - 2 1/2"

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

PA

RT

YW

ALL

C L

10' - 11 3/4" 15' - 6 1/4" 3' - 0 3/4"

12

' - 3

1/2

"1

0' -

11

3/4

"1

0' -

11

3/4

"1

0' -

11

3/4

"

PARTYWALL

CL

PARTYWALL

CL

PARTYWALL

CL

PARTYWALL

CL

10' - 5"

C301B C302

C3

01

A

C3

00

B

C300A

6' - 5" 1' - 9 1/4"3' - 0" 3' - 0"

A5.11

3

SIM

5' -

0"

5' -

0"

4' -

1"

5' - 10" 5' - 7 1/4"

8" 8"8"

6' - 5" 1' - 9 1/4" 5' - 7 1/4" 6' - 3 1/4" 6' - 6"

6" 1' - 8 1/2"6" 1' - 8 1/2"2 3/4" 1' - 8 1/2" 6' - 5"

1' - 9 1/4"

8"

1' -

0"

5' - 7 1/4" 5' - 7 1/4"

8"

5' - 7 1/4"

1" 1' - 7 1/2"

10' - 11 3/4"

8"

8"

2' -

0"

6' - 3 1/4" 5' - 4 1/4"

1" 1' - 7 1/2"

6' - 5" 1' - 9 1/4" 5' - 7 3/4" 5' - 3 3/4"

1' - 0 1/2"6" 1' - 8 1/2"

5' - 7 1/4" 3' - 5"

1' -

0"

11

' - 1

"

5' -

0"

1' - 11 1/4"

4' - 4 1/2"

9' -

4 1

/4"

1' -

8 1

/2"

6' -

1 1

/2"

6' -

3 1

/4"

8"

8"

1' -

0"

1' - 0"

1' - 0"

1' -

8 1

/2"

6"

5' -

7 1

/4"

6' -

3 1

/4"

4 1/2" 4 1/2"

8 3

/4"

5' -

7 1

/4"

5' -

7 1

/4"

8 3/4"

4 1

/2"

4 1

/2"

6' -

5"

2' -

0"

1' -

9 1

/4"

6' -

5"

8"

8"

5' -

7 1

/4"

1' -

8 1

/2"

6"

3' -

0"

3' -

6"

8 3/4"8 3/4"

2' -

8 3

/4"

PA

RT

YW

ALL

C L

6' - 3 1/4"

6' - 3 1/4"

5' - 7 1/4"5' - 7 1/4"

4 1/2" 4 1/2"

8 3

/4"

8"8"

6' - 3 1/4"6' - 3 1/2"6' - 5"

1' - 9 1/4"

6' - 5"

1' - 9 1/4"

6' - 5"

1' - 9 1/4"

8"

5' - 7 1/4"

6" 1' - 8 1/2"8"6" 1' - 8 1/2"

5' - 7 1/4"5' - 7 1/4"

6" 1' - 8 1/2"

1' -

0"

10

' - 1

1 3

/4"

5' -

0"

2' -

11

1/4

"3

' - 5

3/4

"

3' - 8 3/4"

1' -

0"

8' -

5"

8"

5' - 9"

1 1/2" 1' - 8 1/2" 8"

2' -

8"

6' -

6"

7' -

0"

3' -

0"

3' -

0"

8' - 3" 4' - 6" 5' - 3" 7' - 6" 2' - 8"

2' - 0" 5' - 0"

8 3

/4"

8 3

/4"

3' -

0"

3' -

6"

6' -

5"

2' -

0"

5' -

7 1

/4"

8"

8"

5' -

7 1

/4"

8 3/4"4 1

/2"

4 1

/2"

5' -

7 1

/4"

8"

1' -

8 1

/2"

6"

4' - 4 1/2"

10' - 0" 15' - 5 1/4"

TY

P

2' -

9 1

/2"

FEC

FEC

10' - 11 3/4"11' - 1 1/4"

10' - 11 3/4"

5' -

0"

9

1' -

9 1

/4"

6' -

5"

BOILER

C305

C305

8' -

0"

314

C303

C3

05

C3

04

C300C

DS

DSDSDSDS

DS

DS

DS

DS

DS

DS DS

DS

DS

DS

DS

DS

DS

DSDS

DS

DSDS

DS

DS

DS

DS

21 2121

21

21

21

21

21 21

21

2121

21

21 21

21

21

21 21

21

21 21 2121

21

2121

21

21

21

21

21

23

21

21

21

21 21 21

21

21

21

21

21

21

2121 21 21

21

23

24

23

23

24

10

' - 1

1 3

/4"

10' - 11 3/4" 10' - 11 3/4"

WATERHEATERS

26' - 9"

PARTYWALL

CL

TT

T

15

A8.03

DS

DS

DS

5' - 0"

10 1/2"

27

2727

2727

2727

2727

2727

272727

COL

21

2727 2727272727272727272727272727

COL

2727272727 2727 2727 2727

2727COL

27

262626

2727

2727

27

2727

TTT

T

T

T T

T

T

TTTTTT

T

T

COL

8 3

/4"

8 3

/4"

8 3/4"

COL COL

TYP

20

A8.03

SIM

COL

20

A8.03 TYP

UNO

1 3

/4"

TY

P

TY

P1

3/4

"T

YP

10

1/2

" T

YP

10

1/2

" T

YP

2' -

9 1

/2"

2' -

9 1

/2"

1' - 9 3/4"CL

C LC L

PA

RT

Y W

AL

LC L

PA

RT

Y W

AL

LC L

2' -

9 1

/2"

UNO

FOS

TYP

23 TYP

A5.11

5

SIM

UNO

TYP

4' - 4 1/2"

TYP

10 1/2"

252525

CLCL

CL

1 3/4"

TYP

1 3/4" 1 3/4"

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

2:4

7:0

4 P

M


GSL Properties

August 28, 2008

13463

A2.03

Third FloorPlan

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 1/8" = 1'-0"A2.03

1 THIRD FLOOR PLAN





SHEET NOTES









0' 4' 8' 16'

N




A3.02

1

A3.01

1

A3.022

A3.01 2

1 3

A

2

B

C

3

A4.11

2

A4.01

2

A4.01

2

A4.11

1

A4.11

2

A4.12

1

A4.12

3

A4.01

3

A4.01

1

A4.01

1

A4.01

4:12

RID

GE

HIP

HIP

6:1

2T

YP

6:12TYP

6:12TYP

HIP

HIP

RID

GE

HIP

HIP

RID

GE

HIP

HIP

RID

GE

HIP

HIP

HIP

HIP

RID

GE

RID

GE

HIP

HIP

VALLEY

VA

LLE

Y

VA

LLEY V

ALL

EY V

ALLE

Y VA

LLEY

HIP

HIP

HIP

HIP

RIDGE

VALLEY

HIP

VALLEY

RIDGE

HIP

VALLEY

HIP

VALLEY

RID

GE

HIP

HIP

RID

GE

HIP

HIP

RIDGE

HIPVALLEY

HIP

VALLEY

RIDGE

HIPVALLEY

HIP

VALLEY

RIDGE

HIP

VALLEY

HIP

VALLEY

HIP

HIPVA

LLEY

RIDGE

HIP

HIP

VALLEY

VALLEY

RIDGE

HIP

HIP

HIP

HIP

RIDGE

RID

GE

VA

LLEY

RID

GE

VA

LLE

Y

RID

GE

VA

LLEY

RID

GE

VA

LLE

Y

VA

LLEY

VA

LLEYR

IDG

E

HIP

RIDGE

HIP

VALLEY

RIDGE

HIP

HIP

HIP HIP

HIP

HIP

HIP

HIP

HIP

HIPHIP HIPHIP

HIP

VALL

EY

RIDGE

RID

GE

HIP

HIP

HIP

HIP

HIP

HIP

RID

GE

VALLEY

4:1

24

:12

4:1

2

RIDGE

VALL

EY

VA

LLEY

6:1

2T

YP

HIP

HIP

RIDGE

HIP

HIP

6:12TYP

HIP HIP

RID

GE

VA

LLEYV

ALLE

Y

HIPHIP

VA

LLE

Y

VA

LLEY

VA

LLEY

VA

LLE

Y

VA

LLEY

VA

LLE

Y

VA

LLE

Y

VA

LLEY

VA

LLE

Y

VA

LLEY

VALLEY

VALLEY

VALLEY

1

A4.13

2

A4.13

DSDS

DS

DS

DS

DS

DS

4:124:12

DS

DS

DS

DS

DS

DS

DS

DS

DS

DS

DSDS

DS

DS

DS

DS

AREA 2

AREA 3

DSDSDS

DSDSDSDS

AREA 1

DS

6:12TYP6

:12

TY

P

DS

DS

DS

DS

DS DS

DS DS

DS

DS

DS

AREA 4

DS

10' - 4 1/2"

TYP AT BALCONY

1' - 6" TYP @FRONT OFDORMERS

OVER FRAMED CRICKET

OVER FRAMED CRICKET

DECKS BELOW

2' -

6"

1' - 0"

2' -

6"

1' - 0"

2' - 7 1/4"

OVER FRAMED CRICKET

22" MIN X 30" MINOPENING BETWEENIN MAIN ROOF &OVER FRAMEDDORMER, TYP

ROOF VENTING, TYP

1' - 0" 1' - 0"

1' -

0"

1' -

0"

1' - 0"1' - 0"

1' -

0"

1' -

0"

1' -

0"

1' -

0"

1' - 0"1' - 0"

FACE OF FRAMING, TYP

ELEVATOR SHAFTBELOW

1-HR SHAFT BETWEENTRUSSES, SEE MECHANICALFOR VENTING

TRASH CHUTEEXHAUST VENT,EXTEND 3'-0" MINABOVE DORMERRIDGE

2' -

1 1

/2"

1' - 0"1' - 0"

1' -

6"

TY

P A

T F

RO

NT

OF

DO

RM

ER

S

TYP ATSIDE OFDORMERS

2' - 0"

12' - 1 3/4"

13

' - 1

3/4

"

DS

4

A8.03 TYP

2

A8.03 TYP

7

A8.03TYP

6

A8.03 TYP

1' - 8 1/2"1' - 8 1/2"

1' -

0"

TY

P A

T M

AIN

RO

OF

/D

OR

ME

R

1' -

0"

1' -

0"

1' - 0"

1' - 0"

TYP AT MAINROOF/DORMER

AREA 5

1' -

0"

1' -

0"

1' - 0"

1' -

0"

3

A8.03 TYP

DRYER EXHAUST,SEE MECHANICAL

1' - 0"

TYP AT MAIN ROOF/ DORMER

4:1

2

4:12

DS

DS DS

DS

DS

TY

P A

T S

IDE

OF

DO

RM

ER

S

DS

DS

DSBELOW

DSBELOW

DS

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

2:4

7:3

7 P

M


GSL Properties

August 28, 2008

13463

A2.04

Roof Plan

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 1/8" = 1'-0"A2.04

1 ROOF PLAN0' 4' 8' 16'

N

1. ALL DIMENSIONS ARE TO FACE TO GRID, FACE OFSTUD AND CENERLINE OF OPENING UNLESSOTHERWISE NOTED.

2. SEE 1 & 5/A8.03 FOR VENT/PIPE ROOF PENETRATIONDETAIL.

SHEET NOTES

AREA(SQ FT) REQ'D

(SQ IN)

FREE AREA

LOWERSQ IN (VENTS)

1 17,023 8,171 4,147.5 (42) 4,147.5 (42) TOTAL 8,295 (84)

2 152.72 74 98.75 (1) 0 (0) TOTAL 98.75 (1)

3 153.36 74 98.75 (1) 0 (0) TOTAL 98.75 (1)

4 135.93 74 98.75 (1) 0 (0) TOTAL 98.75 (1)

5 424.27 204 197.5 (2) 98.75 (1) TOTAL 296.25 (3)

1. PER 2007 CBC R 806 THE NET FREE VENTING AREA IS1 TO 300. AS INSULATION HAS VAPOR BARRIERHAVING A TRANSMISSION RATE NOT EXCEEDING1 PERM.

2. ROOF ATTIC VENT / ATTIC JACK: PROVIDES 98.75SQUARE INCHES OF FREE AREA EACH.

UPPERSQ IN (VENTS)

PROVIDED

ROOF VENTINGATTICAREA

TOP OF SLAB 1STFLOOR

0' - 0"

TOP OF SHEATHING2ND FLOOR

10' - 1 3/4"

TOP OF SHEATHING3RD FLOOR

20' - 3 1/2"

A B C

TOP OF PLATE29' - 4 5/8"

2

A4.12

3

A4.01

1

A4.01

12

4

12

412

6

12

6

12

4

12

6

12

6

12

6

12

612

6

40

' - 2

3/4

"

A8.03

12

TOP OF PLATE ATRAISED DORMER

33' - 4 5/8"

5' -

6"

A8.03

11


0' - 0"


10' - 1 3/4"


20' - 3 1/2"

13 2


2

A4.01

2

A4.11

1

A4.11

12

6

12

6

12

6

12

6 12

6

12

6

12

4

12

4

12

6

12

6

12

6

12

6

12

6

40

' - 2

3/4

"

1

A4.132

A4.13

5 1

/2"

1' -

4"

4"

3 1

/2"

A8.02

4

4"

TY

P2

A8.01

13

A8.01

16

A8.01

3

A8.01

4

A8.01

3

A8.02

A8.03

20

9

A8.01A8.01

10

10

A8.01

1

A8.02

2

A8.02

8

A8.01

6

A8.02


33' - 4 5/8"

11636

11636

A8.03

9

MANUFACTURED STONE VENEER

STUCCO - EP-1

STUCCO - EP-2

STUCCO - EP-3

STUCCO - EP-4

STUCCO - EP-5

STUCCO/TRIM - EP-6 (WHITE)

EXTERIOR FINISH LEGEND

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

3:0

0:1

1 P

M


GSL Properties

August 28, 2008

13463

A3.01

ExteriorElevations

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 1/8" = 1'-0"A3.01

2 WEST ELEVATION

SCALE: 1/8" = 1'-0"A3.01

1 NORTH ELEVATION0' 4' 8' 16'

1. SEE BUILDING FLOOR PLANS AND UNIT FLOOR PLANSFOR WINDOW AND DOOR TAGS.

2. SIDING TYPE AND REVEALS SHALL WRAP TO INSIDECORNERS UNLESS OTHERWISE NOTED.

3. SEE 9-16/A8.02 FOR PENETRATION AND MOUNTINGS ATSIDING.

4. SEE 5/A8.02 FOR TYPICAL SEALANT JOINT DETAIL.

5. SEE A2.04 FOR ADDITIONAL ROOF INFORMATION.

SHEET NOTES

CONCRETE TILE

EXHAUST VENT,

HIGHEST PITCH OF ROOF

COLUMN LIGHT, BOTTOM OFFIXTURE MIN 7'-0" AFF, TYP

STUCCO SYSTEM

CONCRETE TILE


VINYL

VINYL WINDOW, TYP

STUCCOWATERTABLE

DS

PTAC UNIT GRILLE, TYP

DS DS DS DS DS DS DS DS

DS

DECK LIGHT,BOTTOM OF FIXTUREMIN 7'-0" AFF, TYP

STUCCO WATERTABLE

ALIGN,TYP

EJ

EJ

TY

P

DS

DS DS DS DS DS DS DS DS

DS

FINIAL

EJTYP

TYP

TYP

EJ

TYP

TYP

TYP

CJ

TYP

SEE 1/A3.01 FOR ADDITIONAL NOTES

STUCCO

STUCCO WATERTABLE

EJ

EJ

CJ

SIM

TYP

TYP

FOOTING AT BUILDINGEXTERIOR WALL OFCONDITIONED SPACE

RECESSED VINYLWINDOW IN THICKENEDWALL, TYP

12" HIGH BUILDING NUMBERS

12" HIGH BUILDINGNUMBERS

DS DSBEYOND

DS

TYP

DECK SCUPPER

STUCCO TRIM

TYP

TYP

ROOFING SYSTEM

TYP

ROOF VENT, TYP

WINDOW, TYP

WATERTABLESEE MECH, TYP

ROOFING SYSTEM


0' - 0"


10' - 1 3/4"


20' - 3 1/2"

ABC


3

A4.01

1

A4.01

12

4

12

6

12

6

12

6

12

4

12

6

12

6

12

6

12

6

40

' - 2

3/4

"


33' - 4 5/8"


0' - 0"


10' - 1 3/4"


20' - 3 1/2"

1 32


2

A4.01

12

6

12

6

12

6

12

6

12

4

12

412

412

6

12

612

6

12

6

12

6

12

6

12

6 12

612

6

40

' - 2

3/4

"

10

A8.03

4

A8.01 A8.01

3

5

A8.01

MANUFACTURED STONE VENEER

STUCCO - EP-1

STUCCO - EP-2

STUCCO - EP-3

STUCCO - EP-4

STUCCO - EP-5

STUCCO/TRIM - EP-6 (WHITE)

EXTERIOR FINISH LEGEND

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

3:1

4:1

4 P

M


GSL Properties

August 28, 2008

13463

A3.02

ExteriorElevations

Not fo

r C

onstr

uction -

Oct 14, 2008SCALE: 1/8" = 1'-0"A3.02

2 EAST ELEVATION

SCALE: 1/8" = 1'-0"A3.02

1 SOUTH ELEVATION

1. SEE BUILDING FLOOR PLANS AND UNIT FLOOR PLANSFOR WINDOW AND DOOR TAGS.

2. SIDING TYPE AND REVEALS SHALL WRAP TO INSIDECORNERS UNLESS OTHERWISE NOTED.

3. SEE 9-16/A8.02 FOR PENETRATION AND MOUNTINGS ATSIDING.

4. SEE 5/A8.02 FOR TYPICAL SEALANT JOINT DETAIL.

5. SEE A2.04 FOR ADDITIONAL ROOF INFORMATION.

SHEET NOTES

0' 4' 8' 16'

STUCCOWATERTABLE


CONCRETE TILEROOFING SYSTEM




DS

DS DS DS DS DS DS

DS

STUCCOWATERTABLE

DS DS DS DS DS DS DS DS DS DS DS DS

EJ

EJ

CJ

EJ

EJ

SIMSIM

STUCCOWATERTABLE

EJ

CJ

CJ

EJ

DS

TYP

DS

STUCCO TRIM

TYP

PTAC UNITGRILLE, TYP


0' - 0"


10' - 1 3/4"


20' - 3 1/2"

AB


A4.12

1

1

A4.01

UNIT 1C

314

314

UNIT 1C

214

214

SOUTHLOBBY

C110

C110

NORTHCORR

C300

C300

NORTHCORR

C200

C200

NORTHCORR

C101

C101

UNIT 1C

311

311

UNIT 1C

211

211

NORTHLOBBY

C100

C100

LIVING KITCHEN

LIVING KITCHEN

KITCHEN

KITCHEN

LIVING

LIVING

A4.13

1

1

24

7

24247

2

2 24

SEE 2D/A6.01 FORINTERIOR ELEVATION


33' - 4 5/8"


0' - 0"


10' - 1 3/4"


20' - 3 1/2"

1 32


2

A4.01

UNIT 1C

302

302

UNIT 1C

202

202

UNIT 1C

102

102

UNIT 1C

104

104

UNIT 1C

204

204

UNIT 1C

304

304

UNIT 1C

306

306

UNIT 1C

206

206

UNIT 1C

106

106

UNIT 1C

108

108

UNIT 1C

208

208

UNIT 1C

308

308

UNIT 1C

310

310

UNIT 1C

210

210

UNIT 1C

110

110

FITNESS

C112

C112

UNIT 1C

212

212

UNIT 1C

312

312

UNIT 1C

214

214

UNIT 1C

314

314

MAIL

C113

C113

WOMEN

C108

C108

MEN

C107

C107

ELEC/TEL

C105

C105

STORAGE

C204

C204

EASTCORR

C301

C301

EASTCORR

C201

C201

EASTCORR

C102

C102

UNIT 1C

317

317

UNIT 1C

217

217

UNIT 1C

117

117

BATH

BATH

BATH

KITCHEN

KITCHEN

KITCHEN BATH

BATH

BATH

KITCHEN

KITCHEN

KITCHEN BATH

BATH

BATH

KITCHEN

KITCHEN

KITCHEN BATH

BATH

BATH

KITCHEN

KITCHEN

KITCHEN BATH

BATH KITCHEN

KITCHEN

KITCHEN

KITCHEN

KITCHEN BATH

BATH

BATH

KITCHEN

KITCHEN BATH

BATH

BATH

BATH

BATH BEDROOM

BEDROOM

BEDROOMBOILER

C305

C305

12

' - 3

" C

LR

4' -

0"

HOIST BEAM,SEE STRUCT

BO

HO

IST

BE

AM

24

7

7

2

2

1

5

5

EXPOSED DECKJOISTS, TYP

EXPOSEDRAFTERS

TOP OF PLATE ATELEVATOR

33' - 9 1/2"

2'x2'x2' SUMP PIT

ELEVATOR JACKCYLINDER

ELEVATORPIT LADDER

2' -

6"

VENTBLOCKING

STUCCO SOFFIT


0' - 0"


10' - 1 3/4"


20' - 3 1/2"

32


EASTCORR

C102

C102

UNIT 1C

120

120

UNIT 1C

220

220

UNIT 1C

320

320

EASTCORR

C301

C301

EASTCORR

C201

C201

UNIT 1C

221

221

UNIT 1C

121

121

UNIT 1C

321

321

LIVING

LIVING

LIVING LIVING

LIVING

LIVING

A4.11

1

SIM

7

2

24

42

2

1

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

3:1

5:4

6 P

M


GSL Properties

August 28, 2008

13463

A4.01

BuildingSections

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 1/8" = 1'-0"A4.01

2 SECTION AT ENTRY LOBBY

SCALE: 1/8" = 1'-0"A4.01

1 LONGITUDINAL BUILDING SECTION

SCALE: 1/8" = 1'-0"A4.01

3 TRANSVERSE BUILDING SECTION0' 4' 8' 16'

NORTH CORR

C200

C200

NORTH CORR

C300

C300

NORTH CORR

C101

C101

UNIT 1C

309

309

UNIT 1C

310

310

UNIT 1C

209

209

UNIT 1C

210

210

UNIT 1C

109

109

UNIT 1C

110

110

23

1

23

23

23

23

23

24

24

24

2

TUB/ SHOWER,SEE 5&6/A8.11, TYP

242

242 2

77

A8.03

4

A8.11

3


0' - 0"


10' - 1 3/4"


20' - 3 1/2"

A


UNIT 1C

303

303

UNIT 1C

203

203

UNIT 1C

103

103

22 2

22 2

22 1

A8.01

13

A8.01

10

TYP

TYPA8.01

9

SIM

SLOPE

INSULATION BAFFLE,TYP TO MAINTAIN 1" CLRAIRSPACE

(1) LAYER 5/8" TYPE-X GYPBD, TYP AT RIM JOISTS

EXPOSED 4x4NON-LOADBEARING PT POST

A8.03

7

TYP

A8.01

4 77

A8.01

8

8' -

8 5

/8"

ST

UD

S -

TY

P8

' - 8

5/8

"8

' - 8

5/8

"S

TU

DS

- T

YP

ST

UD

S -

TY

P

A8.03

17

TYP

18

A8.03

EXTERIOR LIGHTFIXTURE, SEEELECTRICAL

A

UNIT 1C

303

303

UNIT 1C

203

203

UNIT 1C

103

103

21

227

2

27

27

1

A8.03

15

TYP

A8.03

7

TYP

A8.03

9

TYP

SLOPE

TYP

TYP

12

A8.01 TYP

11

A8.01 A8.01

16

4" HIGH OPENINGFOR DRAINAGE,SEE ELEVATIONSFOR LOCATIONSAND LENGTHS

3' -

0"

SLOPE

SLOPE

A8.01

17

2121

5

5

PTAC UNIT,SEE MECH, TYP

21

21

3' -

8"

TOP OF PT BEAM

8' - 11"

TOP OF PT BEAM

19' - 0 3/4"

(42

" A

FF

MIN

)

14

A8.01

8 77

A8.11

18

EXTERIOR LIGHTFIXTURE, TYP -SEE ELECTRICAL

3' -

6"

PT BEAM, TYP -SEE STRUCTURAL

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

3:1

5:5

6 P

M


GSL Properties

August 28, 2008

13463

A4.11

Wall Sections

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 1/2" = 1'-0"A4.11

3 TYPICAL SECTION AT CORRIDORSCALE: 1/2" = 1'-0"A4.11

1 TYPICAL SECTION AT EXTERIORSCALE: 1/2" = 1'-0"A4.11

2 TYPICAL SECTION AT DECK0' 1' 2' 4'

SEE 1/A4.01 FOR ADDITIONAL NOTES SEE 1/A4.11 FOR ADDITIONAL NOTES

1

NORTH CORR

C300

C300

NORTH CORR

C200

C200

NORTH CORR

C101

C101

27

6

26

6

21

221

221

1

1' -

4"

4"

5 1

/2"

77

A8.03

15

A8.03

12

TOP OF PT BEAM

19' - 2 1/2"

TOP OF PT BEAM

9' - 0 3/4"

A8.01

6

6x10 PT BEAM -SEE STRUCTURAL

SLOPE

SLOPE

STUCCO WATERTABLE

16

A8.01 SIM

6x10 PT BEAM -SEE STRUCTURAL

6x10 BEAM -SEE STRUCTURAL

SLOPE


0' - 0"


10' - 1 3/4"


20' - 3 1/2"

B


3' -

8"

UNIT 1C

314

314

UNIT 1C

214

214

SOUTH LOBBY

C110

C110

21

21

21

26

26

1

2

2

5

5

A8.03

16

A8.03

10

TYP

TYP A8.01

7

SIM

TYP

A8.01

11

TYP

77

A8.03

10

A8.03

16

TYP

SLOPE

SLOPE

SLOPE

A8.01

4

TOP OF PT BEAM

8' - 8 1/2"

TOP OF PT BEAM

18' - 11 1/2"


33' - 4 5/8"

42

" A

FF

MIN

3' -

6"

3' -

9 1

/2"

42

" A

FF

MIN

3' -

9 1

/2"

3' -

6"

A8.01

5

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

3:1

6:0

2 P

M


GSL Properties

August 28, 2008

13463

A4.12

Wall Sections

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 1/2" = 1'-0"A4.12

2 TYPICAL SECTION AT EXTERIOR END CORRSCALE: 1/2" = 1'-0"A4.12

1 SECTION AT SOUTH ENTRY0' 1' 2' 4'




0' - 0"


10' - 1 3/4"


20' - 3 1/2"

A


21

21

2

2

UNIT 1C

311

311

UNIT 1C

211

211

NORTH LOBBY

C100

C100

1

A8.01

4

A8.01

2

3

A8.01

11

2

A8.03SIM

7

212127

SIM

7

SLOPE


33' - 4 5/8"

A8.03

14

WOOD TRELLIS,SEE STRUCT

8

A8.02

6

5' -

2 1

/2"

9' -

0"

8

4"

TOP OF TRELLIS BEAM

1' - 1 1/2"

STUCCO BAND

A

2

2

21

21

21

UNIT 2C

216

216

UNIT 2C

116

116

UNIT 2C

316

316

TYP

A8.01

131

77

A8.03

7

SIM

STUCCOWATERTABLE

3' -

1"

SLOPE

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

3:1

6:0

9 P

M


GSL Properties

August 28, 2008

13463

A4.13

Wall Sections

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 1/2" = 1'-0"A4.13

1 SECTION AT MAIN NORTH ENTRYSCALE: 1/2" = 1'-0"A4.13

2 SECTION AT EXTERIOR0' 1' 2' 4'SEE 1/A4.11 FOR ADDITIONAL NOTES


A

A5.01

3B

3A

A5.01

4C

4D

4A

4B

SLEEPING

LIVING

KITCHEN

CLO

BATH

LAUN

23

24

23

2X6

2X

6

2X

6

5' -

1 3

/4"

5' -

9 1

/4"

2' -

6 1

/2"

7' - 9"

5' -

1 3

/4"

C2

D1

A1

A2

B1

DW

REFR

ROD &SHELF

CPTLIN

LINCPT

3' - 1 1/2"

PATIO/DECK

2X6

VR

FY

W/ M

FR

21' - 2 1/2"

2' -

2"

W

D

TYP

PAINTED MTLGUARDRAIL,42" MIN HEIGHT

STUCCO GUARDRAIL

4' -

8"

4' -

0"

MIN

CL

R

1' - 0" CLR

4' - 6 1/2" 8' - 11 3/4"

23

2' - 6" MIN

5' -

2 1

/4"

2' -

4 1

/4"

CLR

2' -

1"

SEE BUILDING PLANFOR EXTERIOR WALL &

1' -

6"

3' - 2"

AL

IGN

3' - 2"3' - 0" MIN

CLR

PA

RT

Y W

AL

LC L

PA

RT

Y W

AL

LC L

48"

30"

A5.02

4SIM4 SIM

SIM

4

18

A8.03

13

A8.11 TYP

1/4

" / F

TM

IN

SHELF, EASECORNER

PTAC BELOW

2' - 1"

3' -

10

"

23 CLR

23

24 SIM

30"

48"

54"

54"

60"

WALL, 42" MIN HEIGHT

WINDOW DIMENSIONS

39"

15

A8.03 TYP

A

SLEEPINGLIVING

KITCHEN

CLOSET

BATH

LAUNDRY

PATIO/DECK

BOTTOM OF FIXTURE7' - 0" MIN AFF

EQ

EQ

4' - 10"

12" DEEP SOFFITBELOW RATEDFLOOR ASSEMBLY

1' - 10 1/4"1' - 7 1/2"

ROUTE DUCTTHROUGH JOISTSTO SOFFIT

4' - 0"

4' -

4"

EQ

EQ

1' - 8"

CENTER FIXTUREABOVE SINK

1' -

0"

16

A8.11 TYP

DW

2' - 0"3' - 0"

9"

3' -

0" 4

"

PAINTED GYPSUMBOARD WALL -TYP

REMOVABLEBASE CABINET,CONTINUEFLOORINGUNDER CABINET,SEE 17/A8.11

VRFYW/ MFR

30" MIN CLRWORK SURFACE

PLAMCOUNTERTOP,BACKSPLASH, &SIDESPLASH

REPOSITIONABLECOUNTERTOPOR LOWEREDCOUNTERTOP ATUNIT 115. 60" MIN

15

A8.11

WIDTH, 28" AFF.

5' - 0 3/4"5' - 0 3/4"

REFR

RANGE

5' -

3"

3' -

0"

1' -

6"

2' -

6"

RECIRCULATINGRANGE HOOD - TYP

BASE CONTINUOUSBEHIND REFRIGERATOR& RANGE - TYP


2' - 6"

VRFYW/ MFR

VRFYW/ MFR

UPPER CABINET TOBE 4' - 0" MAX AFFAT UNIT 115.

18" TOWELBAR, PROVIDEBLOCKING IN

3' -

9"

WALL

3' -

3"6"

SHOWERCURTAINROD

BLOCKING INWALL FORFUTURE GRABBARS, TYP

TUB/SHOWERENCLOSURE

24" TOWELBAR, PROVIDEBLOCKING INWALL

TOILETPAPERDISPENSER

2' -

9"

6"

3' -

9"

7" - 9"

2' - 5 1/4"2' - 5 1/4"

MIN

2' - 2"

1' -

9"

9"

3' -

6"

4"

2' -

8"

MIRROR

LIGHT FIXTURE,SEE ELECTRICAL

REMOVABLE CABINET,CONTINUE FLOORINGUNDER CABINET, SEE17/A8.11

P-LAM COUNTERTOP,BACKSPLASH ANDSIDESPLASH

3' -

3"

2' - 0"2' - 0"3' - 4"

MIN

RESILIENT BASE

CEILING SURFACE MOUNTED

RECESSED CEILING

WALL SCONCE

EXTERIOR WALL SCONCE

FIRE HORN

EXHAUST

CEILING PLAN LEGEND

FIRE LIFE/SAFETY

LIGHTING FIXTURES

MECHANICAL

EXHAUST - SOFFIT VENT

EXHAUST - WALL VENT

MECHANICAL EQUIPMENT IN CEILING

DROPPED SOFFIT CEILING HEIGHT+ 8'-6"

CEILING PENDANT MOUNTED

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

3:1

6:1

9 P

M


GSL Properties

August 28, 2008

13463

A5.01

Unit 0C FloorPlan, InteriorElevations

Not fo

r C

onstr

uction -

Oct 14, 2008

1. ALL DIMENSIONS AND GRIDS ARE TO FACE OF STUDUNLESS OTHERWISE NOTED.

2. SEE BUILDING FLOOR PLANS AND REFLECTEDCEILING PLANS FOR ADDITIONAL INFORMATION ATEXTERIOR WALL CONDITIONS AND DECKS. SEEBUILDING AND REFLECTED CEILING PLANS FOR DRYEREXHAUST LOCATIONS.

3. SEE DETAIL 11/A8.11 FOR INFORMATION REGARDINGJUNCTION BOX PLACEMENT AND DETAIL 12/A8.11 FORPLUMBING PENETRATIONS AT RATED WALLS.

4. SEE 1/A8.11 FOR TYPICAL INTERIOR WOOD DOORFRAME DETAIL (AND HINGE JAMB DIMENSION).

5. SEE 5 & 6/A8.11 FOR TUB/SHOWER ENCLOSUREDETAILS AT WALL & FLOOR.

6. CONTINUE FLOORING BELOW BATH LAVATORYCABINET & KITCHEN SINK CABINET AT ALL UNITS.

7. SEE 13/A8.11 FOR TYPICAL CLOSET ROD/SHELFDETAIL.

8. SEE 10/A8.11 FOR WALL INTERSECTION DETAIL AT1-HR WALLS.

9. LIGHT SWITCHES, ENVIRONMENTAL CONTROLS, ANDOTHER CONTROLS SHALL BE 48" HIGH MAXIMUM ABOVEFINISH FLOOR. ELECTRICAL, TELECOMMUNICATION(TELEPHONE/TELEVISION OUTLETS) RECEPTACLES ONWALL SHALL BE NO LOWER THAN 15" ABOVE FINISHEDFLOOR.

10. SEE 3/A8.11 FOR TYPICAL BI-FOLD DOOR HEADDETAIL. SEE 2/A8.11 FOR TYPICAL BI-PASS DOOR HEADDETAIL.

11. ALL FAUCETS TO HAVE LEVER HANDLES.

12. THE TUB/SHOWER SURROUND SHALL BE FLATWITHIN THE AREAS TO BE REINFORCED FOR GRABBARS, SEE INTERIOR ELEVATION FOR REINFORCEMENTLOCATIONS.

13. ALL UNITS TO BE EQUIPPED WITH AUDIBLE ALARMNOTIFICATION APPLIANCES. UNITS ARE TO BEPROVIDED WITH THE CAPACITY TO SUPPORT VISIBLEALARM NOTIFICATION APPLIANCES IN ACCORDANCEWITH NFPA 72.

SHEET NOTES

0' 2' 4' 8'SCALE: 1/4" = 1'-0"A5.01

1 UNIT 0C FLOOR PLANSCALE: 1/4" = 1'-0"A5.01

2 UNIT 0C REFLECTED CEILING PLAN

SCALE: 1/4" = 1'-0"A5.01

3A

KITCHEN ELEVATIONS3A3A

3B

SCALE: 1/4" = 1'-0"A5.01

4A

BATH ELEVATIONS4A4A

4B 4C 4D

B

A5.02

5C

5A

A5.02

3A

3B

5D 5B

LIVINGBEDROOM

KITCHEN

BATH

PATIO/DECK

ROD &SHELF

5' - 0"

10' - 11" 5' - 0"

24

23

2X6

CP

TL

IN

8' -

5"

2' -

10

"

7' - 9"

CPT LIN

A2

B1

D1

A1

C1

A2

LAUN

CLO

9' -

3"

2X

6

2X

6

23

REFR

DW

VERIFY W/ MFR

23' - 9"

2' -

2"

W D

A5.02

4

TYP

PAINTED MTLGUARDRAIL,42" MIN HEIGHT

STUCCO GUARDRAILWALL, 42" MIN HEIGHT

SEE BUILDING PLANFOR EXTERIOR WALL &WINDOW DIMENSIONS

2' -

10

"3

' - 8

"

PA

RT

Y W

AL

LC L

PA

RT

Y W

AL

LC L

48"

30"

3' -

0 3

/4"

2' - 6"

23

AL

IGN MIN CLR

1' - 0"CLR

MIN

CL

R

3'

- 0

3/4

"3

' - 0

" 1' - 6"

2' -

4 1

/2"

18

A8.03

13

A8.11 TYP

GRID

24

SHELF WITHPTAC BELOW

1/4

" / F

TM

IN

3' - 11 1/2"

CLR

4' -

7 1

/4"

23

23

54"

60"

39"

54"

4' -

7 1

/4"

4' -

0"

MIN

CL

R

15

A8.03 TYP

CURTAIN ROD

BARS, TYP

6"

3' -

3"

SHOWER

BLOCKING INWALL FORFUTURE GRAB

6"

2' -

9"

18" TOWEL BAR,PROVIDE BLOCKINGIN WALL

RANGE

VRFYW/ MFR

RECIRCULATINGRANGE HOOD - TYP

& RANGE - TYP


2' - 6" 2' - 9 1/4"

REFR

2' -

6"

1' -

6"

3' -

0"

VRFYW/ MFR

5' -

3"

AT UNITS 208 & 323

BASE CONTINUOUSBEHIND REFRIGERATOR

UPPER CABINET TOBE 4' - 0" MAX AFF

PAINTED GYPSUMBOARD WALL - TYP

DW

REMOVABLE BASECABINET, CONTINUEFLOORING UNDERCABINET, SEE17/A8.11

VRFYW/ MFR

2' - 0"

3' -

0"

9"

4"

3' - 0"

MIN WIDTH, 28" AFF.

30" MIN CLR

PLAM COUNTERTOP,BACKSPLASH, &SIDESPLASH15

A8.11

5' - 0 3/4"5' - 0 3/4"

REPOSITIONABLECOUNTERTOP ORLOWEREDCOUNTERTOP ATUNITS 208 & 323. 60"

WORKSURFACE

3' -

3"

MIRROR

SEE ELECTRICAL

REMOVABLECABINET, CONTINUEFLOORING UNDERCABINET, SEE

P-LAMCOUNTERTOP,BACKSPLASH

2' -

8"

4"

3' -

6"

9"

4' - 2"

MIN

4' - 2"4' - 0" CLR

2' - 0"

MIN

2' - 0"3' - 4"

17/A8.11

LIGHT FIXTURE,

AND SIDESPLASH

BLOCKING INWALL FORFUTUREGRAB BARS,

ENCLOSURE

6"

2' -

9"

3' -

9"

TY

P

1' -

9"


TOILETPAPER

2' - 5 1/4"

7" - 9"

MIN

2' - 5 1/4"2' - 2"RESILIENTBASE

TUB/SHOWER

WALL

DISPENSER

TYP

B

LIVING

BEDROOM

KITCHEN

BATH

PATIO/DECK

LAUNDRY

CLOSET

BOTTOM OF FIXTURE7' - 0" MIN AFF

12" DEEP SOFFITBELOW RATEDFLOOR ASSEMBLY

CENTER FIXTUREABOVE SINK

1' - 8"

EQ EQ

EQ

EQ

EQ

EQ

EQ EQ

EQ

EQ

9' -

6"

4' -

4"

EQ EQ

1' - 0"

16

A8.11 TYP

GRID

SOFFIT AT UNITS214 & 314


RECESSED CEILING

WALL SCONCE


FIRE HORN

EXHAUST

CEILING PLAN LEGEND

FIRE LIFE/SAFETY

LIGHTING FIXTURES

MECHANICAL


EXHAUST - WALL VENT




12" DEEP SOFFITBELOW RATED FLOORASSEMBLY, TYP

18

A8.11

PTAC WITHDUCTWORK TOADJOINING ROOMDASHED

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

3:1

6:2

9 P

M


GSL Properties

August 28, 2008

13463

A5.02


Not fo

r C

onstr

uction -

Oct 14, 2008














SHEET NOTES

SCALE: 1/4" = 1'-0"A5.02

1 UNIT 1C FLOOR PLAN0' 2' 4' 8'

SCALE: 1/4" = 1'-0"A5.02

5A

BATH ELEVATIONS5A5A

5B

SCALE: 1/4" = 1'-0"A5.02

3A


3B

5C 5D

SCALE: 1/4" = 1'-0"A5.02


SCALE: 1/4" = 1'-0"A5.02

4 BEDROOM ELEVATION

3

A

A5.03

3B

3A

A5.034D 4B

4C

4A

LIVING

BEDROOM 1

KITCHEN

BATH

BEDROOM 2

LAUN

CLO

CLO

LINEN

ROD &SHELF

PATIO/DECK

LIN CPT

CPT LIN

5' -

0"

2' -

10

"2

' - 1

0"

3' - 5"

3' -

8 1

/2"

24

23

A1

B1A2

A2

A2

D1

C1

A3

2X

6

2X

6

2X6

ROD &SHELF

REFR

DW

VR

FY

W/ M

FR

5' -

2"

9' - 1"

2' -

1"

2' -

4 1

/2"

33

' - 6

"

28' - 10"

1' - 9 3/4"

W D

TYP

1' -

10

"

5' -

0"

1' -

7"

3' - 0" 3' - 0 1/4"

2' - 1"

23

24 TYP

1' -

6 1

/4"

A5.02 4

SIM

SIMSIM

4

SIM

3' - 10 1/2"3' - 10 1/2"2' - 6" MIN CLR

C1

1'

- 6

1/4

"1

' - 6

"C

LR

30"

48"

1' -

10

"1

8"

CLR

3' - 0 1/4"3' - 0" MIN

PA

RT

Y W

AL

LC L

PARTY WALLCL

CLR

1' -

0"

13

A8.11 TYP

SHELF, PTACBELOW

1/4" / FTMIN

A5.02

4SIM4SIM4

SIM

2X6

WALL, 42" MINHEIGHT

GUARDRAILSTUCCO

CLR

24 SIM

23

24 SIM

SHELF,PTACBELOW

3' -

8 1

/2"

3' - 8"

14

A8.11

30"

48"

54"

60"

44"

54"

2X

6

24

SIM

20

A8.03

15

A8.03 TYP

2' - 6"2' - 9 1/4"

2' -

6"

1' -

6"

3' -

0"5' -

3"

REFR RANGE

4"

RECIRCULATING

& RANGE - TYP


VRFYW/ MFR

VRFYW/ MFR

EQEQ

UPPER CABINETTO BE 4' - 0" MAXAFF AT UNIT 116

RANGE HOOD - TYP

BASE CONTINUOUSBEHINDREFRIGERATOR

3' -

0"

9"

4"

DW

VRFYW/ MFR

PAINTED GYPSUMBOARD WALL - TYP

REMOVABLE BASECABINET, CONTINUEFLOORING UNDERCABINET, SEE17/A8.11

30" MIN CLRWORKSURFACE

PLAMCOUNTERTOP,BACKSPLASH, &SIDESPLASH

REPOSITIONABLECOUNTERTOP ORLOWEREDCOUNTERTOP ATUNIT 116. 60" MIN

15

A8.11

WIDTH, 28" AFF.6' - 6"

2' - 0"3' - 0"

6' - 6"

EQEQ

9"

3' -

6"

4"

2' -

8"

3' -

3" 6"

SHOWER

MIRROR

LIGHT FIXTURE,SEE ELECTRICAL

REMOVABLECABINET, CONTINUEFLOORING UNDERCABINET, SEE17/A8.11

P-LAM COUNTERTOP,BACKSPLASH ANDSIDESPLASH

BLOCKING FULLWIDTH OF TUBENCLOSURE IN ENDWALL FOR FUTUREGRAB BARS (SEE 4C)

CURTAIN ROD

3' -

3"

2' - 0"2' - 0"3' - 4"

MIN

RESILIENTBASE

BARS, TYP

TUB/SHOWERENCLOSURE


TOILETPAPER

2' -

9"

6"

2' - 5 1/4"

7" - 9"

3' -

9"

2' - 5 1/4"2' - 2"

MIN

DISPENSER

WALL

BLOCKING INWALL FORFUTURE GRAB

18" TOWELBAR, PROVIDEBLOCKING INWALL

3

A

LIVING

BEDROOM 1

KITCHEN

BATH

BEDROOM 2

LAUNDRY

CLOSET

CLOSET

LINEN

EQ

EQ

EQ EQ

ALIGN FACE OFSOFFIT W/ EDGEOF DOOR FRAME

EQ EQ

WINDOWCL

DOORCL

EQ

EQ

1' - 0"

EQ

EQ

WINDOWCL

+ 8' - 0"

EQ

EQ

EQ EQ

1' -

0"

12" DEEP SOFFITBELOW RATED

BOTTOM OFFIXTURE7' - 0" MIN AFF

16

A8.11 TYP

FLOOR ASSEMBLY


RECESSED CEILING

WALL SCONCE


FIRE HORN

EXHAUST

CEILING PLAN LEGEND

FIRE LIFE/SAFETY

LIGHTING FIXTURES

MECHANICAL


EXHAUST - WALL VENT




Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

3:1

6:3

8 P

M


GSL Properties

August 28, 2008

13463

A5.03


Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 1/4" = 1'-0"A5.03

1 UNIT 2C FLOOR PLAN

SCALE: 1/4" = 1'-0"A5.03

3A


3B

4D4B 4C

SCALE: 1/4" = 1'-0"A5.03

4A

BATHROOM ELEVATIONS4A4A














SHEET NOTES

0' 2' 4' 8'SCALE: 1/4" = 1'-0"A5.03


UPUP

DNDN

1

4

A5.11

2

A4.12

4' -

4"

7' -

4"

4' - 3 1/4"

9' - 3 1/4"

1' - 11"

8 T

RE

AD

S @

11

"

SLOPE

C1

01

B

C101A

1

24

21

TYP

23

1' -

11

"

FLOORABOVE

DS

DS

1

4

A5.11

2

A4.12

7' -

4"

4' -

4"

1' -

0"

1' -

0"

4' - 3 1/4"

9' - 3 1/4"

SLOPE

8 T

RE

AD

S @

11

"

7' -

4"

4' -

1"

1' -

11

"

24

C2

00

B

C200A

21

TYP23

1' -

11

"

DS

DS

STUCCOGUARDRAILWALL, 42"MIN AFF

272727

WARP DECKTO SCUPPERS

1

4

A5.11

2

A4.12

4' - 3 1/4"

9' - 3 1/4"

4' -

1"

7' -

4"

SLOPE

2321

TYP

1' -

11

"1

' - 0

"8

TR

EA

DS

@ 1

1"

C3

00

B

C300A

DS

DS

4' -

4"

24

272727


0' - 0"


10' - 1 3/4"


20' - 3 1/2"


2

A4.12

5' -

1"

5' -

1"

5' -

1"

5' -

1"

6

6

3' -

6"

GYP BD WALLW/ WOOD CAP

9 E

Q R

ISE

RS

7"

MA

X9

EQ

RIS

ER

S7

" M

AX

9 E

Q R

ISE

RS

7"

MA

X9

EQ

RIS

ER

S7

" M

AX

8

21

GU

AR

DR

AIL

WA

LL

TY

P

1

19

A8.11

A8.11

20

4

7

21

4

21

1

TYP

TYP

+ -+ -

+ -+ -

4

4

STUCCO TRIM -SEE ELEVATIONSFOR SIZE ANDLOCATION.

STUCCOWATERTABLE

1

A4.01

A6.02

3

8' - 5 1/2"

7' -

0 1

/2"

3' -

2 1

/2"

CALLSTATION

EQ EQ

C101C

23

24

TYP

2' x 2' x 2'SUMP PIT

ELEVATORPITLADDER4' - 9" RO

24

ELEVATORJACKCYLINDER

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

3:1

6:4

6 P

M


GSL Properties

August 28, 2008

13463

A5.11

Stair 1 &Elevator Plansand Sections

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 1/4" = 1'-0"A5.11

1 (STAIR 2 SIM)SCALE: 1/4" = 1'-0"A5.11

2 (STAIR 2 SIM)SCALE: 1/4" = 1'-0"A5.11

3 (STAIR 2 SIM)

SCALE: 1/4" = 1'-0"A5.11

4 STAIR 1 SECTION

SCALE: 1/4" = 1'-0"A5.11

5 (2ND & 3RD FLOORS SIM)1ST FLOOR ELEVATOR PLAN STAIR 1 - 3RD FLOOR STAIR 1 - 2ND FLOOR STAIR 1 - 1ST FLOOR

3 1/2" WDTRIM, STAIN

2' -

10

"

AUTOMATICDOORBUTTON

T T

OPEN TONORTHCORRIDOR

OPEN TONORTHCORRIDOR

8" 8"

2' -

3"

3' -

9 1

/2"

1X8 WOODBASE, TYP

3'

- 9

1/2

"

2'

- 3

"2

' - 4

"

MIN

4' -

0"

MA

X

OPEN TOSOUTHLOBBY

MAIL BOX UNITS,67 UNITS TOTALTOTAL

8"8"

PARCEL BOXUNITS, 7 UNITS

2' -

10

"

1X8 WOODBASE, TYP

WD HANDRAIL (C/S GROUPAW-10CVB), PROVIDEBLOCKING IN WALL FORHANDRAIL ATTACHMENT, TYP

2' -

10

"

1

A8.12

2

A8.12

2

A8.12 SIM

T TT

T T

5' -

4"

1X8 WOODBASE, TYP

OPEN TOSOUTHLOBBY

OPEN TOSOUTHLOBBY

SEE-THROUGHFIREPLACE

5

A8.12

1/2"X3 1/2"WOOD TRIM

1X WOOD SILLAND 1X2 WOODAPRON, STAIN

1X4 WOOD TRIM(HEAD ANDJAMBS), STAIN

5

A8.12 SIM

1/2"X3 1/2"WOOD TRIM

WOODSHELVING UNITSW/ ADJUSTABLESHELVES

9

A8.12

8

A8.12 SIM

2' -

10

"

1

A8.12

2

A8.12

2

A8.12 SIM

T TT

T T

1X8 WOODBASE, TYP

1X WOOD SILLAND 1X2 WOODAPRON, STAIN

3 1/2" WOOD TRIM(HEAD ANDJAMBS), STAIN

2' -

10

"

AUTOMATIC DOORBUTTON

OPEN TOLIBRARY

OPEN TOLIBRARY

5

A8.12

SEE THROUGHFIREPLACE

OPENTO MAIL

2' -

10

"

6' -

2"

GYP BDWALL

STONE TILECOUNTERTOP

STONEBACKSPLASH& SIDESPLASH

LIGHT FIXTURE,SEE ELEC, TYP

2' -

6"

1' -

8"

2' -

10

"

2'x2' MOSAICGLASS TILEACCENT

STONE TILEBACKSPLASH

3' - 0"1X8 WOODBASE, TYP

9

A8.12

8

A8.12

17

A8.11 SIM

INSULATEWRAP PIPES

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

3:1

6:5

9 P

M


GSL Properties

August 28, 2008

13463

A6.01

InteriorElevations

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 1/4" = 1'-0"A6.01

1A

NORTH LOBBY - C1001A1A

1C

SCALE: 1/4" = 1'-0"A6.01

5A

MAIL - C1135A5A

5B

1B 1D

SCALE: 1/4" = 1'-0"A6.01

4A

LIBRARY - C1114A4A

4B 4C 4D

SCALE: 1/4" = 1'-0"A6.01

3A

LEASING - C1153A3A

2C 2D

SCALE: 1/4" = 1'-0"A6.01

2A

GREAT ROOM - C109 / SOUTH LOBBY - C1102A2A

2B

INSULATE WRAPPIPES

RESILIENT BASE

SEMI-RECESSEDWASTERECEPTACLE

PAPER TOWELDISPENSER

4' -

1"

36" GRAB BAR,PROVIDE

FLUSHCONTROL,OPEN SIDE

1' -

7"

2' -

10

"

LIGHT FIXTURE,

1' - 6"

1' - 0"

1' - 7"

2' -

10

"

MA

X

MIN

CL

R

CLR

MIN

MIRROR

3' -

2 3

/4"

3' -

4"

MA

X

BLOCKING

SEE ELECTRICAL

SOAP DISPENSER

2' -

6"

2' -

3"

4' - 6" MIN

2' -

3"

SEAT-COVERDISPENSER

TOILET PAPER

42" GRAB BAR,PROVIDE

4"

3' - 0" MAX

2' -

10

"

4' -

0"

1' - 0"

PLAMWAINSCOT,ALL WALLS

BLOCKING

DISPENSER

1' -

7"

ELEVATORSMOKE DOOROPEN TO

CORRIDOR

2

A6.02

2C

2A

2B

WOMEN

C108

C108

MEN

C107

C107

C1

08

C1

07

5' - 0

"

MIN

CLR

5' - 0

"

MIN

CLR

24 TYP

48"

30"30"

48"

7' -

6"

48"

56"

8' - 7 3/4"

48"

56" PROVIDE 3 1/2"SOUNDATTENUATIONINSULATION ATRESTROOMWALLS, TYP

LIN

CP

T

LIN

CP

T

FD FD

7' - 4 1/4" 1' - 3 1/2"

OPEN TONORTH LOBBY

2' -

10

"

WD HANDRAIL (C/S GROUP AW-10CVB), PROVIDEBLOCKING IN WALL FOR HANDRAIL ATTACHMENT,TYP, NORTH & EAST WALLS OF CORRIDORS(NORTH & EAST CORRIDOR, FLOORS 1-3)

UNIT ENTRYLIGHT, TYP

6' -

8"

4' -

0"

UNIT NUMBER

WD BASE, TYP

DRINKING FOUNTAIN,INSTALL PER MFRRECOMMENDATIONS

1

A8.11 TYP

1

A8.11 SIMEQ EQ

EMERGENCYLIGHT W/WALL PACK

SIGN, TYP

TO MEET ADA

OPEN TOMAIL

2' -

10

"

4' -

0"

1' - 0"TYP

ROOMIDENTIFICATIONSIGN, TYP

1

A8.12

2

A8.12

2

A8.12 SIM

T

T

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

3:1

7:0

9 P

M


GSL Properties

August 28, 2008

13463

A6.02

Enlarged Plan& InteriorElevations

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 1/4" = 1'-0"A6.02

2A

WOMEN - C108 (MEN - C107 SIM)2A2A

2B 2C

SCALE: 1/4" = 1'-0"A6.02

3 ELEVATOR LOBBYSCALE: 1/4" = 1'-0"A6.02

1 RESTROOMS - PLAN

SCALE: 1/4" = 1'-0"A6.02

4A

NORTH CORRIDOR - C1014A4A

4B

1 3

A

2

B

C

GREATROOM

C109

C109

ELEV EQUIP

C106

C106

LEASING

C115

C115

SOUTHLOBBY

C110

C110

NORTHLOBBY

C100

C100

UNIT 2C

116

116

FITNESS

C112

C112

WOMEN

C108

C108

MEN

C107

C107

STAIR 1

C1

ELEC/TEL

C105

C105LIBRARY

C111

C111

MAIL

C113

C113

NORTHCORR

C101

C101

UNIT 1C

101

101

UNIT 1C

103

103

UNIT 1C

105

105

UNIT 1C

107

107

UNIT 1C

109

109

UNIT 1C

102

102

UNIT 1C

110

110

UNIT 1C

108

108

UNIT 1C

106

106

UNIT 1C

104

104

UNIT 1C

113

113

UNIT 1C

119

119

UNIT 1C

118

118

UNIT 1C

117

117

EAST CORR

C102

C102

TRASH

C103

C103

STAIR 2

C2

UNIT 1C

123

123

UNIT 1C

122

122

UNIT 1C

120

120

UNIT 1C

121

121

UNIT 0C

115

115

EQ 12' - 0" EQ EQ 12' - 0" EQ EQ 12' - 0" EQ EQ 12' - 0" EQ

EQ

EQEQ EQ

EQ

EQ

EQ EQEQ EQ

EQ EQ

EQ EQ

EQ EQ

1' -

6"

EQ

12

' - 0

"E

Q

2' -

6"

LEASING

C114

C114

EQ

EQ

4' - 0" 4' - 0"

EQ EQ

3' - 0" 3' - 0"

1' - 0"

4' -

1"

10

' - 0

"

EQ

EQ

2' - 0"2' - 0"

3' -

3"

7' -

0"

7' -

0"

EQ

EQ

EQ

EQ

EQ EQ

EQ

EQ

EQ EQ

3' -

0"

3' -

6"

EQ EQ

EQ EQ

ELEV

EQ

EQ

2' -

0"

2' -

0"

3' -

6"

5' - 6"

7' -

6"

6' - 6"

EQ

EQ

EQ EQ

EQ

EQ

EQ

8' -

0"

8' -

0"

EQ

EQ EQ

EQ EQ 3' - 6" 12' - 0" 6' - 0"

EQ

12

' - 0

"E

QE

Q1

2' -

0"

EQ

EQ

EQ

EQ

EQ

EQ EQ

2' -

9"

EQ 8' - 0" EQ

EQ EQ

EQ

EQ

EQ

EQ

2' - 6"

3' - 0"

EQ

2' -

0"

2' -

0"

EQ

+ 8' - 11 3/8"

+ 8' - 0"

+ 8' - 11 3/8"

+ 8' - 0"

+ 8' - 11 3/8"

+ 8' - 11 3/8"

+ 8' - 0" + 8' - 11 3/8"

+ 8' - 11 3/8"

+ 14' - 1 1/2"

3' -

0"

EQ EQ

EQ

EQ

EQ EQ EQ EQ

+ 8' - 10 3/8"

2' - 0 1/4"5' - 0"1' - 10 3/4"

5' -

6"

WIN

DO

WC L

+ 8' - 11 3/8"

EQ

EQ

EQ EQ

EQ EQ

SOFFIT VENT, TYP

+ 8' - 0"

+ 8' - 0"

+ 9' - 0"

EQ EQ

WINDOWCL



RECESSED CEILING

VANITY LIGHT

WALL SCONCE

RECESSED FLUORESCENT

SURFACE FLUORESCENT

CEILING MOUNTED (EXIT STAIR)

TRACK LIGHT

EXIT SIGN

FIRE HORN/STROBE

SUPPLY AIR

RETURN AIR

EXHAUST

CEILING PLAN LEGEND

FIRE LIFE/SAFETY

LIGHTING FIXTURES

MECHANICAL

SMOKE DETECTOR

EMERGENCY LIGHT W/ WALL PACK


EXHAUST - WALL VENT


CEILING HEIGHT+ 8'-6"

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

3:1

7:1

8 P

M


GSL Properties

August 28, 2008

13463

A7.01

First FloorReflectedCeiling Plan

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 1/8" = 1'-0"A7.01

1 FIRST FLOOR REFLECTED CEILING PLAN0' 4' 8' 16'

N

1 3

A

2

B

C

STAIR 1

?

NORTHCORR

C200

C200

UNIT 1C

212

212

UNIT 1C

214

214

UNIT 1C

210

210

UNIT 1C

208

208

UNIT 1C

206

206

UNIT 1C

204

204

UNIT 1C

202

202

UNIT 1C

201

201

UNIT 1C

203

203

UNIT 1C

205

205

UNIT 1C

207

207

UNIT 1C

209

209

UNIT 1C

211

211

STORAGE

C204

C204

STORAGE

C203

C203

TRASH

C202

C202

UNIT 2C

216

216

UNIT 1C

223

223

UNIT 1C

222

222

EAST CORR

C201

C201

STAIR 2

?

UNIT 1C

220

220

UNIT 1C

221

221

UNIT 1C

219

219

UNIT 1C

218

218

UNIT 1C

217

217

UNIT 1C

213

213

UNIT 0C

215

215

ELEV

+ 8' - 11 3/8"

EQ 12' - 0" EQ

EQ

EQEQ EQ EQ 12' - 0" EQ EQ 12' - 0" EQ EQ 12' - 0" EQ

EQ EQ

EQ

12

' - 0

"E

QE

Q1

2' -

0"

EQ

EQ

12

' - 0

"E

Q

EQ

EQ

EQ EQ EQ

3' -

5"

8' -

0"

8' -

0"

3' -

5"

EQ 12' - 0" EQ EQ 12' - 0" EQ 3' - 6" 12' - 0" 6' - 0"

1' -

6"

2' - 0" 5' - 0" 1' - 11"

5' -

6"

EQ

6' -

6"

EQ

4' - 3 1/2" 4' - 2"

2' -

9"

EQ 8' - 0" EQ

EQ

EQ

2' - 6"

EQ

EQ

2' - 6"

EQ

EQ

EQ EQ

EQ

EQ

EQ EQ

EQ EQ

2' -

6"

EQ EQ

2' -

6"



RECESSED CEILING

VANITY LIGHT

WALL SCONCE


SURFACE FLUORESCENT


TRACK LIGHT

EXIT SIGN

FIRE HORN/STROBE

SUPPLY AIR

RETURN AIR

EXHAUST

CEILING PLAN LEGEND

FIRE LIFE/SAFETY

LIGHTING FIXTURES

MECHANICAL

SMOKE DETECTOR



EXHAUST - WALL VENT



Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

3:1

7:2

5 P

M


GSL Properties

August 28, 2008

13463

A7.02

Second FloorReflectedCeiling Plan

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 1/8" = 1'-0"A7.02

1 SECOND FLOOR REFLECTED CEILING PLAN0' 4' 8' 16'

N

1 3

A

2

B

C

STAIR 1

?

UNIT 1C

309

309

UNIT 1C

311

311

UNIT 1C

312

312

UNIT 1C

314

314

UNIT 1C

310

310

UNIT 1C

308

308

UNIT 1C

306

306

UNIT 1C

304

304

UNIT 1C

302

302

UNIT 1C

301

301

UNIT 1C

303

303

UNIT 1C

305

305

UNIT 1C

307

307

STORAGE

C304

C304

JANITOR

C303

C303

UNIT 2C

316

316

TRASH

C302

C302

STAIR 2

?

EAST CORR

C301

C301

UNIT 1C

323

323

UNIT 1C

322

322

UNIT 1C

320

320

UNIT 1C

321

321

UNIT 1C

319

319

UNIT 1C

318

318

UNIT 1C

317

317

UNIT 1C

313

313

UNIT 0C

315

315

ELEV

EQ 12' - 0" EQ EQ 12' - 0" EQ

+ 12' - 11 3/8"

+ 8' - 11 3/8"

EQ 12' - 0" EQEQ 12' - 0" EQEQ EQ

EQ

EQEQ 12' - 0" EQ

EQ EQEQ

EQ

EQ 12' - 0" EQ 3' - 6" 12' - 0" 6' - 0"

EQ EQ

2' -

6"

2' -

6"

EQ EQ

1' -

6"

EQ EQ

EQ

12

' - 0

"E

QE

Q1

2' -

0"

EQ

EQ

12

' - 0

"E

Q

EQ

EQ

EQ EQ

EQ 8' - 0" EQ

2' -

9"

EQ

EQ

EQ

EQ

2' - 6"2' - 6"

EQ

EQ

5' -

6"

2' - 0" 5' - 0" 1' - 11"

5' - 4 3/4" 5' - 4 3/4" 5' - 3 1/4"

3' -

5"

8' -

0"

EQ

6' -

6"

EQ

EQ EQ

+ 12' - 11 3/8"

20"x30"ATTICACCESS,SEE4/A8.11

EQ EQ

BOILER

C305

C305

EQ

EQ

EQ EQ

8' -

0"

3' -

5"

+ 12' - 11 3/8"



RECESSED CEILING

VANITY LIGHT

WALL SCONCE


SURFACE FLUORESCENT


TRACK LIGHT

EXIT SIGN

FIRE HORN/STROBE

SUPPLY AIR

RETURN AIR

EXHAUST

CEILING PLAN LEGEND

FIRE LIFE/SAFETY

LIGHTING FIXTURES

MECHANICAL

SMOKE DETECTOR



EXHAUST - WALL VENT



Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

3:1

7:3

1 P

M


GSL Properties

August 28, 2008

13463

A7.03

Third FloorReflectedCeiling Plan

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 1/8" = 1'-0"A7.03

1 THIRD FLOOR REFLECTED CEILING PLAN0' 4' 8' 16'

N

3/4"

1 1

/2"

1"

4"

WATER RESISTIVE

BARRIER UNDER

FLEXIBLE FLASHING

PAINTED WOOD

PAINTED

WOOD SILL

SEALANT

STUCCO SYSTEM

SCRATCH AND

BROWN COAT

SELF

ADHERING

FLEXIBLE

FLASHING

STUCCO SYSTEM

FINISH COAT

FOAM

SHAPE

SHIM AS

REQUIRED BY

WINDOW

MANUFACTURER

VINYL WINDOW

WITH STUCCO

MOLDING

SEE PLAN

APRON

1"

4"

3/4"

SEALANT

VINYL WINDOW

WITH STUCCO

MOLDING

FOAM

SHAPE

STUCCO

SYSTEM

FINISH COAT

STUCCO SYSTEM

SCRATCH AND

BROWN COAT

WATER

RESISTANT

BARRIER - LAP

OVER

FLEXIBLE

FLASHING

SELF-ADHERING

FLEXIBLE

FLASHING TO SEAL

OVER NAIL FINSEE PLAN

WOOD WINDOW

SILL BELOW

3/4"

4"

5"

1/2

"

LAP FLEXIBLE

FLASHING TO SEAL

OVER NAIL FIN

SEALANT

HEADER, SEE

STRUCTURAL

STUCCO SYSTEM

SCRATCH AND

BROWN COAT

WATER RESISTIVE

BARRIER - LAP

OVER FLEXIBLE

FLASHING

STUCCO

SYSTEM

FINISH COAT

FOAM

SHAPE

VINYL WINDOW

WITH STUCCO

MOLDING

SEE PLAN

SEALANT UNDER

FLASHING DRIP AT

WINDOW FRAME

NO SEALANT

SHEET METAL

HEAD FLASHING

WITH END DAMS

HEAD FLASHING

15°

SLOPE

DRIP

EDGE

9" MIN

9"

MIN

3 1/2"

12"

NOTES

2.

1.

9"4"

NOTES

3.

NOTES

1.

2.4.

1. APPLY EXTERIOR TRIM, TRIM

FLASHING AND SIDING ONLY

AFTER ALL THESE STEPS ARE

COMPLETE.

1.

NOTES

STEP 3

PROVIDE SEALANT DAM IMMEDIATELYBEHIND WINDOW AT INTERIOROF SILL AND UP JAMBS 1" AFTER WINDOW INSTALLATION

INSTALL WINDOW UNIT PRIOR TO FLEXIBLE FLASHING

APPLY FLEXIBLE

JAMBS OF WINDOW.FLASHING SHALL BEROLLED DOWNWITH SMALL HARDROLLER TO INSUREPROPER ADHESION

INSTALL WINDOW UNIT PER MANUFACTURER'S INSTRUCTIONSWITH MANUFACTURER'S RECOMMENDEDMATERIALS ANDFASTENERS. CLEANWINDOW SEALANTOFF BUILDINGSUBSTRATE ANDWINDOW FIN. DO NOT INSTALL FLEXIBLE FLASHINGUNTIL WINDOWSEALANT HAS CURED.

DO NOT SECURE WINDOW THROUGHNAIL FIN AT HEAD OF WINDOW UNLESS APPROVED BY WINDOW MANUFACTURER.

APPLY A CONTINUOUS BEAD OF WINDOW AND FLEXIBLE FLASHING MANUFACTURERS' APPROVED SEALANT BEHIND WINDOW'S NAIL FIN JAMBS AND SILL ONLY AND INSTALL INTO OPENING IN STEP #1 SECURING WINDOW TO WALL THROUGH NAILING FLANGE

INSPECT WINDOW FRAME MITER JOINTS AND NAILING FLANGES FOR DAMAGE AND REPAIR AS NECESSARY.

NO WINDOW GAPS ARE ALLOWED AT WALL FINS OF FACTORY MULLED WINDOWS.

CHECK WINDOW FOR PROPER TYPE AND SIZEFOR LOCATION.

AFTER THE WINDOW IS PUT INTO THE ROUGH OPENING IT SHALL BE ADJUSTED TO ENABLE THE MANUFACTURER'S MINIMUM AIRSPACE BETWEEN THE WINDOW AND THE JAMBS AND HEAD.

1. CHECK WINDOW ROUGH OPENING FOR LEVEL, PLUMB, AND SQUARENESS. IN ADDITION, VERIFY THAT THE OPENING WILL ENABLE MANUFACTURER'S REQUIRED CLEARANCE AT HEAD AND JAMBS OF WINDOWS. IF THESE CLEARANCES ARE NOT AVAILABLE, THE WINDOW SHOULD NOT BE INSTALLED AND THE CONSTRUCTION SUPER- INTENDENT SHOULD BE NOTIFIED.

INSTALL FLEXIBLE

FLASHING AT SILL AND

JAMB, LAP OVER WEATHER

RESISTIVE BARRIER BELOW

WINDOW AND SHEATHING

AT JAMB OPENING FACE

AND EXTERIOR JAMB

ELEVATION FACE

ROLLING IT DOWN WITH A

SMALL ROLLER

SHEATHING SUBSTRATE

WEATHER RESISTIVE

NOTES

STEP 2STEP 1

JAMB FLEXIBLE

FLASHING SHALL BE

INSTALLED SO THAT

THE HEAD FLEXIBLE

FLASHING WILL LAP

OVER A MINIMUM OF

1" AT THE HEAD

ONTO THE WALL

APPLY FLEXIBLE

FLASHING HEAD PIECE AT

WINDOW HEAD. FLASHING

SHALL BE ROLLED DOWN

WITH SMALL HARD

ROLLER TO INSURE

PROPER ADHESION

INSTALL AIR BARRIER

IN A MECHANICAL,

SHINGLE LAPPED

STYLE AND SEAL IT

WITH WEATHER

RESISTANT BARRIER

MANUFACTURER'S

APPROVED TAPE.

AIR BARRIER

THIS STEP SHALL

ALSO LAP UNDER

PIECE OF WEATHER

RESISTANT BARRIER

INSTALLED IN

STEP 4 STEP 5

SHEATHING.

INSTALLED IN

STEP #1 ABOVE

BARRIER

FLASHING AT BOTH

8"5"

9"

FLASHING CORNERINSTALL FLEXIBLE

1/2

"

SLOPE

EXTERIOR DOOR,

MA

X

CONCRETE SLAB

FINISHED

SURFACE

ALUMINUM THRESHOLD,

SET IN SEALANT

DOOR JAMB

EXPANSION JOINT

MATERIAL TYP

CONCRETE FOUNDATION

WALL, SEE STRUCTURAL

DRAWINGS

SEALANT

DAM

CONCRETE

SLAB

SEE DOORSCHEDULE

4"

3/4"

5"

1/2

"

EXTERIOR DOOR,

SEE DOOR

SCHEDULE

1X3

WOOD TRIM

SEALANT, TYP

HEADER, SEE

STRUCTURAL

SEE 18/A8.01 FOR

DOOR FLASHING

DETAIL

STUCCO SYSTEM

SCRATCH AND

BROWN COAT

WATER RESISTIVE

BARRIER - LAP OVER

FLEXIBLE FLASHING

STUCCO SYSTEM

FINISH COAT

EPS FOAM SHAPE

WOOD DOOR FRAME

SEE PLAN

METAL DOOR HEAD

FLASHING

HEAD FLASHING

15°

SLOPE

DRIP

EDGE

2" MIN

4"

3"

MIN

CASING BEAD

STUCCO SOFFIT

PER ASSEMBLY

WEATHER RESISTIVE

BARRIER

LEDGER WHERE

REQUIRED BY

STRUCTURAL

3/4" PLYWD

SHEATHING

WATERPROOF

DECK SYSTEM

METAL FLASHING

STUCCO SYSTEM

FINISH COAT

WEEP SCREEDWEATHER RESISTANT

BARRIER, LAP OVER

SEE

SECTION

SEALANT

SLOPE

METAL FLASHING

1 1/2"

4"

2"

MIN

1/2

"

MIN

EXTERIORINTERIOR

SLOPE

WEATHER

RESISTIVE

BARRIER

MFR STONE VENEER - SEE

ASSEMBLY FOR ADDITIONAL

INFORMATION

EXPANSION JOINT

MATERIAL

BACKER ROD

BASE FLASHING W/

EXTENDED FOOT,

SET IN SEALANT

SEE PLAN

SILL SEAL

FOUNDATION

WEEP SCREED

1"

8"

WEATHER

RESISTIVE

BARRIER

MFR STONE

VENEER - SEE

ASSEMBLY FOR

ADDITIONAL

INFORMATION

SLOPE

2% MIN

SEE PLAN

SILL SEAL

MIN

FOUNDATION

WEEP SCREED

MIN

1 1

/4"

VINYL WINDOW WITH

STUCCO MOLDING

HEADER, SEE

STRUCTURAL

SEALANT

SEE 18/A8.01 FOR

WINDOW

FLASHING DETAIL

WATER RESISTANT

BARRIER - LAP

OVER FLEXIBLE

FLASHING

SCRATCH AND

BROWN COAT

DRIPFLASHING

SEE PLAN

STUCCO SYSTEM

LAP FLEXIBLE

FLASHING TO SEAL

OVER NAIL FIN

SEESECTION

1"

1 1

/2"

5"

45°

PAINTED WOOD

PAINTED WOOD SILL

SELF-ADHERING

FLEXIBLE FLASHING

TO SEAL OVER

OPENING (BEHIND

WINDOW FLANGE)

SEALANT

SHIM AS REQUIRED

BY WINDOW

MANUFACTURER

SEE PLAN

STUCCO FINISH

SYSTEM

AIR BARRIER - LAP

OVER WINDOW

FLANGE

VINYL WINDOW WITH

STUCCO MOLDING

APRON

8"

MIN

1"

SELF FURRING METAL LATH

WATER RESISTANT

BARRIER - LAP OVER METAL

FLASHING AND UNDER

CASING BEAD

CASING BEAD

STUCCO FINISH SYSTEM

METAL FLASHING

SET IN SEALANT BED

SEE

STRUCTURAL

FOR SLAB

SLOPE

SEALANT

PT. SILL

PLATE ON

SILL SEAL,

TYP

SEE PLAN

1/2

"

MIN

SELF FURRING METAL LATH

WATER RESISTANT

BARRIER - LAP OVER METAL

FLASHING AND UNDER

CASING BEAD

CASING BEAD

STUCCO FINISH SYSTEM

METAL FLASHING

SET IN SEALANT BED

SEE STRUCTURAL

FOR SLAB

SLOPE

SEALANT

PT. SILL

PLATE ON

SILL SEAL,

TYP

SEE PLAN

SLOPE

WEATHER RESISTIVE

BARRIER

LEDGER WHERE

REQUIRED BY

STRUCTURAL

SOLID TAPERED

BLOCKING AT

WATERPROOF DECK

SYSTEM

MTL SILL PAN

SEE

SECTION

THRESHOLD

SET IN SEALANT

VENTED

STUCCO SOFFIT

DOOR

1x EDGE

W/ TURNED UP LEG

JOIST OR

1"

1 1

/2"

3/4"

4"

3"

UNDER FLEXIBLE

BARRIER - LAP

RESISTIVE

BROWN COAT

SCRATCH AND

STUCCO SYSTEM

FINISH COAT

STUCCO SYSTEM

SEE PLAN

WINDOW FLANGE)

OPENING (BEHIND

TO SEAL OVER

FLEXIBLE FLASHING

SELF-ADHERING

PAINTED

MANUFACTURER

BY WINDOW

SHIM AS REQUIRED SEALANT

PAINTED

VINYL WINDOW

FOAM SHAPE

WOOD SILL

WOOD

APRON

SLOPE

WATER

FLASHING

3/4

"

FINISH FLOOR

TO SHTHG

SLOPE

PREFABRICATED RAMP

1x4 BLOCKING

1:12 SLOPE

1:2 SLOPE

SHIM AS REQ'D

SLIDING DOOR AND

FRAME

MTL FLASHING

1x3 TRIM, PNT

WATERPROOF

DECK SYSTEM

W/ TURNED UP ENDS

SEALANT

METAL DOOR PAN

AT JAMBS

2"

MINSLOPE

WEATHER

RESISTIVE

BARRIER

LEDGER WHERE

REQUIRED BY

STRUCTURAL

3/4" PLYWD

SHEATHING

WATERPROOF DECK

SYSTEM

W/ LEG UP

SEALANT SEE

SECTION

DOOR

ALUMINUM

THRESHOLD

DOOR JAMB

SEALANT

DAMMETAL FLASHING

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

3:1

7:3

5 P

M


GSL Properties

August 28, 2008

13463

A8.01

ExteriorDetails

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 3" = 1'-0"A8.01

2 WINDOW SILL

SCALE: 3" = 1'-0"A8.01

3 WINDOW JAMB

SCALE: 3" = 1'-0"A8.01

4 WINDOW HEAD

SCALE: 1/2" = 1'-0"A8.01

18 EXTERIOR OPENING WEATHER WRAP (TYPICAL ALL OPENINGS IN EXTERIOR WALLS)SCALE: 3" = 1'-0"A8.01

11 EXTERIOR DOOR THRESHOLD

SCALE: 3" = 1'-0"A8.01

12 EXTERIOR DOOR HEAD (JAMB SIM)

SCALE: 3" = 1'-0"A8.01

17 DECK TO WALL FLASHING

SCALE: 3" = 1'-0"A8.01

5 STONE WALL BASE AT SLABSCALE: 3" = 1'-0"A8.01

1 STONE WALL AT BASE OF FINISHED GRADE

SCALE: 3" = 1'-0"A8.01

10 RECESSED WINDOW HEAD (JAMB SIM)

SCALE: 3" = 1'-0"A8.01

9 RECESSED WINDOW SILLSCALE: 3" = 1'-0"A8.01

13 STUCCO AT FINISHED GRADESCALE: 3" = 1'-0"A8.01

16 STUCCO AT SLAB

SCALE: 3" = 1'-0"A8.01

6 DOOR THRESHOLD @ DECK

SCALE: 3" = 1'-0"A8.01

8 WINDOW SILL @ 3RD FLOOR

SCALE: 3" = 1'-0"A8.01

7 SLIDING DOOR SILL

SCALE: 3" = 1'-0"A8.01

14 DOOR THRESHOLD @ DECK

FILL SPACE SOLID

WITH BASE COAT

CEMENT PLASTER

SELF FURRING LATH - BEND AROUND

CORNER ATTACHED TIGHT AGAINST

CORNER SUBSTRATE. EXTEND LATH 24"

PAST CORNER LATH ON THAT WALL

STUCCO SYSTEM

SCRATCH AND

BROWN COAT

SHEATHING

WEATHER

RESISTANT BARRIER

STUCCO SYSTEM

FINISH COAT

WRAP SHEATHING

AT CORNER W/ 16"

WIDE FLEXIBLE

FLASHING

CORNER BEAD

FRONT

SIDE

NOTE: REFER TO MANUFACTURER'S INSTRUCTIONS FOR FASTENING AND

STRUCTURAL SUPPORT REQUIREMENTS. IN THE CASE OF A CONFLICT

BETWEEN MANUFACTURER'S INSTRUCTIONS AND ARCHITECTURAL DETAILS,

CONSULT ARCHITECT.

STUCCO SYSTEM

FINISH COAT

STUCCO SYSTEM

SCRATCH AND

BROWN COAT

6" WIDE FLEXIBLE

FLASHING,

CENTER ON

CORNER OR

JOINT

8" WEATHER

RESISTANT BARRIERSHEATHING

SEE PLAN

3/8

" -

1/2

"3

/8"

- 1

/2"

2X

X

A

B

SEALANT AND BACKER ROD

FINISH MATERIAL

REQUIRED SEALANT JOINT DIMENSION

FINISH MATERIAL

SEALANT OVER BOND

BREAKER TAPE

ALTERNATE JOINT WHEN DEPTH IS NOT

POSSIBLE PER A ABOVE

NOTE:

PRIMER ENDS OF PANELS -

TYPICAL

NOTE: REFER TO MANUFACTURER'S INSTRUCTIONS FOR FASTENING,

REVEAL, AND STRUCTURAL SUPPORT REQUIREMENTS. IN THE CASE OF A

CONFLICT BETWEEN MANUFACTURER'S INSTRUCTIONS AND

ARCHITECTURAL DETAILS, CONSULT ARCHITECT.

WEATHER

RESISTIVE BARRIER

SELF FURRING LATH,

INSTALL OVER

JOINT FLANGES

EXPANSION JOINT


SELF FURRING LATH,

INSTALL OVER

JOINT FLANGES

VERTICAL

HORIZONTAL

SHEATHING (RUNS

CONTINUOUS BEHIND JOINT)

STUCCO SYSTEM SCRATCH

AND BROWN COAT

STUCCO SYSTEM FINISH COAT

STUCCO CONTROL JOINT,

DEPTH PER MFR

SPECIFICATIONS

METAL LATH, RUN

CONTINUOUS BEHIND

CONTROL JOINT

WEATHER RESISTANT BARRIER

(RUN CONTINUOUS BEHIND JOINT)

STUCCO CONTROL JOINT,

DEPTH PER MFR SPECIFICATIONS

NOTE: REFER TO MANUFACTURER'S INSTRUCTIONS FOR FASTENING AND

STRUCTURAL SUPPORT REQUIREMENTS. IN THE CASE OF A CONFLICT

BETWEEN MANUFACTURER'S INSTRUCTIONS AND ARCHITECTURAL DETAILS,

CONSULT ARCHITECT.

VERTICAL

HORIZONTAL

1/4

"1

/4"

NO SEALANTMETAL DRIP

EDGE FLASHING

MANUFACTURED

STONE VENEER

WEATHER RESISTANT

BARRIER TAPE OVER

METAL FLASHING TOP, TYP

WOOD MOUNTING

BLOCKS, PAINT

SEALANT DAMS AT ENDS

OF METAL FLASHING

SEALANT

NO SEALANT

SEE PLAN

SEE PLAN

STUCCO SYSTEM

FINISH COAT

PROVIDE SEALANT AT TOP OF

MOUNTED ITEM AND

ELECTRICAL CONNECTION WHERE APPLICABLE

STUCCO SYSTEM

SCRATCH AND

BROWN COAT

WEATHER

RESISTANT BARRIER

STUCCO SYSTEM SCRATCH

AND BROWN COAT

STUCCO SYSTEM

FINISH COAT

SEALANT AND

BACKER ROD

SEALANT AT ALL EDGES

EXHAUST OR

INTAKE VENT CAP -

SEE MECH

WEATHER

RESISTANT BARRIER

FLEXIBLE FLASHING

OVER METAL FLASHING SEE PLAN

OF CAP EXCEPT SILL

SEALANT

WRAP PENETRATING

ITEM WITH FLEXIBLE

FLASHING AND ADHERE

TO WEATHER RESISTANT

BARRIER

EXTERIOR

MANUFACTURED

STONE VENEER

SEALANT &

BACKER ROD

WRAP PENETRATING

ITEM WITH FLEXIBLE

FLASHING AND

ADHERE TO

WEATHER RESISTANT

BARRIER

MANUFACTURED STONE VENEER INTERIOR

STUCCO SIDING

SEE PLAN

SEE PLAN

1/2

"1

/2"

SEALANT AND

BACKER ROD

SEALANT AND

BACKER ROD

EXHAUST

OR INTAKE

VENT CAP -

SEE MECH

SEALANT AND

BACKER ROD

LAP WEATHER

RESISTIVE

BARRIER OVER

FLANGE

SEE PLAN

PROVIDE SEALANT

AT TOP OF

MOUNTED ITEM AND

ELECTRICAL

CONNECTION

WHERE APPLICABLE

ELECTRICAL/

COMMUNICATIONS

CABINET

SEE PLAN

SEE PLANSTUCCO SYSTEM

SCRATCH AND

BROWN COAT

WATER RESISTIVE

BARRIER - LAP UNDER

FLEXIBLE FLASHING

STUCCO SYSTEM

FINISH COAT

MAILBOX

BOTTOM SHELF

28" AFF MIN

INTERIOR

SEE 10/A8.01 FOR

ADDITIONAL INFORMATION

AT HEAD JAMBS AND SILLS

SEE PLAN

HEADER, SEE

STRUCTURAL

STUCCO SYSTEM

SCRATCH AND

BROWN COAT

WATER RESISTIVE

BARRIER - LAP OVER

FLEXIBLE FLASHING

STUCCO SYSTEM

FINISH COAT

MAILBOX

SEE 10/A8.01 FOR


AT HEAD JAMBS AND SILLS

AND FLASHING

1/4

"

1'-0"

2"

3

21

SHEET METAL

FLASHING W/

DRIP

STUCCO SYSTEM

SHEATHING

SLOPE

15

WEATHER RESISTIVE

BARRIER

VAPOR BARRIER

FOAM SHAPE

DRIP FLASHING

1"

4"

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

3:1

7:3

8 P

M


GSL Properties

August 28, 2008

13463

A8.02

ExteriorDetails

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 3" = 1'-0"A8.02

2 OUTSIDE STUCCO SIDING CORNER TRIM (PLAN)

SCALE: 3" = 1'-0"A8.02

1 STUCCO SIDING INTERIOR CORNERSCALE: 6" = 1'-0"A8.02

5 SEALANT JOINT

SCALE: 3" = 1'-0"A8.02

4 HORIZ/VERT STUCCO EXPANSION JOINTS

SCALE: 3" = 1'-0"A8.02

3 HORIZ/VERT STUCCO CONTROL JOINTS

SCALE: 3" = 1'-0"A8.02

10 MOUNTING BLOCK (ELECT/MECH)

SCALE: 3" = 1'-0"A8.02

9 MOUNTING (ELEC/MECH)SCALE: 3" = 1'-0"A8.02

13 VENTS AT SIDING

SCALE: 3" = 1'-0"A8.02

15 PIPE & CABLE WALL PENETRATION

SCALE: 3" = 1'-0"A8.02

14 VENT AT STONE VENEER

SCALE: 3" = 1'-0"A8.02

16 ELECT/COMMUNICATIONS CABINET

SCALE: 3" = 1'-0"A8.02

7 MAILBOX BASE

SCALE: 3" = 1'-0"A8.02

8 MAILBOX HEAD

SCALE: 1 1/2" = 1'-0"A8.02

6 STUCCO BAND AT BAY SOFFIT

NOT USEDA8.02

11

NOT USEDA8.02

12

SEE PLAN

ROOFING

SHEATHING

BLOCKING, SEE

STRUCTURAL

2 X 8 WOOD

FASCIA

TRUSS TAIL

CONCRETE TILE

ROOFING

METAL

GUTTER

METAL DRIP EDGE

FLASHING

STUCCO SIDING

SEE SECTION

SEE

PLAN

ROOF FELT

UNDERLAYMENT

SEE PLAN

STUCCO SIDING SYSTEM

CASING BEAD

ROOF SHEATHING

2 X 8 WOOD

FASCIA

CONCRETE

ROOFING

EDGE TILE

CONCRETE TILE

ROOFING

SEE SECTION

ROOFING

UNDERLAYMENT

CONCRETE TILE

ROOF SHEATHING

PRE-ENGINEERED

ROOF TRUSS -

SEE STRUCTURAL

CONTINUOUS CONCRETE TILE OVER

RIDGE PER MANUFACTURER'S

REQUIREMENTS

SEE SECTION

SOLID BLOCKING,

SEE STRUCTURAL

8" MIN

OPENING

5" MIN

ROOF

OVERLAP

4" 4"

ROOF

SHEATHING

CONCRETE TILE

ROOFING

ROOF

UNDERLAYMENT

V CRIMP,

INCREASE

TO 2" HEIGHT

WITH

ROOF PITCHES

OVER 6:12 OR

GREATER OR

DISSIMILAR

PITCHES OF ANY

KIND

LAYER OF MIN. 30#

FELT UNDER

METAL VALLEY

FLASHING

VALLEY FLASHING

SECTIONS SHALL BE

OVERLAPPED 8"

MINIMUM

SLOPE SLOPE

2"

4"

MIN

.

6"

6"

ROOFING

UNDERLAYMENT,

TURN UP ON WALL

SHEATHING 8" MIN

WEATHER RESISTANT

BARRIER DOWN

OVER METAL

FLASHING

WALL SHEATHING -

SEE STRUCTURAL

ROOF SHEATHING

CONCRETE TILE

ROOFING

METAL STEP FLASHING

UNDER EACH SHINGLE

WEEP

SCREED

STUCCO

SYSTEM

FINISH COAT

STUCCO SYSTEM

SCRATCH AND

BROWN COAT

4"

MIN

TY

P A

LL S

IDE

S

THE FLANGE EXTENTS

ONTO THE ROOFING

A MINIMUM OF 4"FLASHING IS SIMILAR

FOR ANY SIMILAR

TYPE OF ROOF

PENETRATION

4"

MIN

TY

P A

LL S

IDE

S

FLASHING IS SIMILAR

FOR ANY SIMILAR

TYPE OF ROOF

PENETRATION

THE FLANGE

EXTENDS ONTO ROOFING

A MINIMUM OF 4"

OVERLAP 1-1/2" MIN

AND SEAL

APPLY JOINT SEALANT

AROUND BASE OF POST

AFTER COMPLETION OF

THE FINAL STUCCO FINISH

APPLY JOINT

SEALANT BEHIND

FLASHING AND AT

THE TOP OF

FLASHING

SECURE FLASHING

TO SUBFLOOR W/

NAILS ON ALL SIDES

FACE NAIL (A MIN OF

TWO NAILS PER SIDE)

AT THE FLASHING ON

EACH SIDE OF POST

GALVANIZED, 26 GAUGE,

FLAT METAL INSTALLED

ON ALL CORNERS AND

NAILED TO SUBSTRATE

PT COLUMN

PER PLAN

COAT

FINISH FLASHING NOT

SHOWN FOR CLARITY,

SEE 20/A8.03

6"MIN

2"

MIN

5 1

/4"

WATERPROOF DECK SYSTEM

OVER PLYWOOD SHEATHING

STUCCO SYSTEM

PT SHEATHING

SEALANT

SHEET METAL

FLASHING W/DRIP

SEALANT

SEE SECTION

PT WD FRAMED WALL,

SEE PLAN

SEE STRUCT

DRIP FLASHING

WEATHER RESISTANT

BARRIER, TYP

SHEET METAL

FLASHING

SOFFIT VENT PER

REFLECTED CEILING PLAN

3"

CL COL

STUCCO SYSTEM

PATIO/DECKEXTERIOR

PT WOOD COLUMN,

SEE STRUCTURAL

SEALANT

GALVANIZED BASE

FLASHING SEE 19/A8.03

FOR ADDITIONAL

INFORMATION

FLEXIBLE FLASHING

OVER TOP AND DOWN

SIDES OF 5/4 INTO

CASING BEADS WITH

WEEPS

PT 1x CEDAR TRIM

ALL AROUND, TYP

2x4 WALL @ 4x COLUMN,

2x6 WALL @ 6x COLUMN,

SEE STRUCTURAL

NOTE: SEE 19/A8.03 FOR

ADDITIONAL INFORMATION.

26 GA METAL FINISH

COUNTER FLASHING LET

INTO WOOD COLUMN AT 45

DEGREE ANGLE WRAPPING

COLUMN, OVERLAP 1 1/2" MIN

AND SEAL

6"

MIN

2"

MIN

5 1

/4"

WATERPROOF DECK

SYSTEM OVER

STUCCO SYSTEM

PT WD FRAMED WALL,

PT SHEATHING

SEALANT

SHEET METAL

FLASHING W/

DRIP

SEALANT

SEE SECTION

2x PT

SEE PLAN

SEE STRUCT

DRIP FLASHING

SOFFIT VENT PERREFLECTED CEILING PLAN

PLYWOOD SHEATHING

SHEET METAL

FLASHING

1/2

"

3" 3/4"

4"

4"

WEATHER RESISTIVE

BARRIER

MFR STONE VENEER -

SEE ASSEMBLY FOR

ADDITIONAL

INFORMATION

STUCCO SYSTEM

FINISH COAT

STUCCO SYSTEM

SCRATCH AND

BROWN COAT

WATER RESISTIVE

BARRIER - LAP UNDER

FLEXIBLE FLASHING

SEE PLAN

SEALANT AND

BACKER ROD

PATIO/ DECKEXTERIOR

FOAM SHAPE

SLOPE

PT STUDS, PLATES,

AND SHEATHING, TYP

6"

MIN

2"

MIN

5 1

/4"

WATERPROOF DECK

PLYWOOD SHEATHING

STUCCO SYSTEM

PT WD FRAMED WALL,

PT SHEATHING

SEALANT

SHEET METAL

FLASHING

W/ DRIP

SEALANT

SEE SECTION

SEE STRUCT

SEE PLAN

DRIP FLASHING


WEEP SCREED

SYSTEM OVER

SHEET METAL

FLASHING

3/4" 3/4"

4"4"

STUCCO SYSTEM

FINISH COAT

STUCCO SYSTEM

SCRATCH AND

BROWN COAT

WATER RESISTIVE

BARRIER - LAP UNDER

FLEXIBLE FLASHING

SEE PLAN

PATIO / DECKEXTERIOR

FOAM SHAPE

PT STUDS,

PLATES, AND

SHEATHING, TYP

SLOPE

2' - 0" @ E & W

3' - 0" @ N & S

STUCCO SYSTEM

SHEATHING

WEATHER RESISTIVE

BARRIER

2 1/2" STL RUNNERHOOKED OVER BMLOWER FLANGE,

SUPPORTING 1 5/8" STL

STUDS, 24" OC

STL BEAM, SEE

FURR BOTTOM OFBEAM TO ALIGNW/ BOTTOM OFMTL FRAMING

STRUCTURAL

DRIP FLASHING

BEAM, SEE

STRUCTURAL

STUCCO BAND

SHEET METAL FLASHING

W/ DRIP

2"

MIN

6"MIN5

1/4

"

WATERPROOF DECK

SYSTEM OVER

SEALANT

SHEET METAL

FLASHING W/

DRIP

SEALANT

SEE SECTION

STUCCO SYSTEM

PT SHEATHING

PT WD FRAMED WALL,

SEE PLAN

SEE STRUCT

2x PT

DRIP FLASHING

DRIP FLASHING

PLYWOOD SHEATHING


SHEET METALFLASHING

2" CLR

42"

MIN

2" CLR

5/8" DIAMETER

STEEL BAR -

HORIZONTALS

1/2" X 1 1/2" STEEL

FLAT BAR VERTICAL

SUPPORTS

1 1/2" X 2" TS CAP

NOTES: GRIND ALL WELDS

SMOOTH - GALV ALL RAILS

AFTER FABRICATION AND

PAINT - TYP

SEE STRUCTURAL FOR


ALL OPENINGS IN

GUARDRAIL TO BE

LESS THAN 4" CLR

FACE OF

WALL

BELT VERT SUPPORTS

TO DECK FRAME, SEE

STRUCT

STUCCO WALL

TAPERED 2x

8 1/2" 3 1/2"

3 1

/2"

5"

5"

3 1

/2"

2x4

STONE VENEER

11" BASE3 1/2"

5" TOP CL STL

CONC BASE

CL

GYP BD FIRE WRAP - BASE LAYER 1/2" TYPE 'X'GYP BD APPLIED AROUND TUBE STEEL COLUMNAND HELD IN PLACE WITH PAPER MASKING TAPE.SECOND LAYER 1/2" TYPE 'X' GYP BD APPLIEDAROUND COLUMN AND HELD IN PLACE WITHPAPER MASKING TAPE.

STEEL COLUMN,SEE STRUCTURAL

18

A8.03

MTL FLASHING

GRAVEL STOP1/8" TO 3/8"

DECK SYSTEM

SEE STRUCT

STEEL SUPPORTATTACHMENT,

1x BLOCKING

STUCCO LATH

STL RAIL POST FLASHINGPER WATERPROOF DECKMEMBRANE MFR

5

BARRIER

WEATHERRESISTIVE

FLASHINGFLEXIBLE

CASING BEAD

GRAVEL STOP,

2"

4"

WATERPROOF

SYSTEMSTUCCO

SEALANT

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

3:1

7:4

3 P

M


GSL Properties

August 28, 2008

13463

A8.03

ExteriorDetails

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 1 1/2" = 1'-0"A8.03

7 TYPICAL EAVE

SCALE: 1 1/2" = 1'-0"A8.03

2 TYPICAL RAKE

SCALE: 1 1/2" = 1'-0"A8.03

4 ROOF RIDGE

SCALE: 1 1/2" = 1'-0"A8.03

3 VALLEY FLASHING

SCALE: 3" = 1'-0"A8.03

6 FLASHING AT ROOF/SIDE WALL

SCALE: 1 1/2" = 1'-0"A8.03

1 ROOF PIPE PENETRATION FLASHINGSCALE: 1 1/2" = 1'-0"A8.03

5 ROOF VENT PENETRATION FLASHING

SCALE: 1 1/2" = 1'-0"A8.03

19 COLUMN BASE

SCALE: 1 1/2" = 1'-0"A8.03

9 SCUPPER

SCALE: 3" = 1'-0"A8.03

20 WOOD COLUMN AT DECK WALL

SCALE: 1 1/2" = 1'-0"A8.03

11 SCUPPER W/ STUCCO BAND

SCALE: 3" = 1'-0"A8.03

16 CAP AT STONE GUARDRAIL

SCALE: 1 1/2" = 1'-0"A8.03

10 SCUPPER AT STONE GUARDRAIL

SCALE: 3" = 1'-0"A8.03

15 GUARDRAIL CAP

SCALE: 1 1/2" = 1'-0"A8.03

14 PORTICO SOFFIT

SCALE: 1 1/2" = 1'-0"A8.03

13 PORTICO COLUMN PLAN

SCALE: 1 1/2" = 1'-0"A8.03

12 SCUPPER W/ STUCCO BAND AT STONE GUARDRAIL

SCALE: 3/4" = 1'-0"A8.03

17 DECK GUARDRAIL

SCALE: 3" = 1'-0"A8.03

18 DECK AT EDGE

NOT USEDA8.03

8

STUDS FOR NAILING AT

WALL INTERSECTION

SEE PLAN

SEE PLAN

1'-2"

1'-0"

2"

5'-10

" A

FF

GYP BD, PNT

PROVIDE INTERMEDIATE SHELF

SUPPORTS WHERE REQUIRED

WD OR MDF CLEAT, PNT

ROD SUPPORT BRACKET

WHERE REQUIRED

1" DIA WOOD ROD

MELAMINE SHELF

W/ FACTORY EDGE

AT FRONT EDGE

1-HOUR ENCLOSURE: (2) LAYERS 5/8"

TYPE 'X' GYP. BD. W/ FLAT 2x4 FRAMING

AT TOP AND ALL SIDES

2x- CONT BLKG @ ROOF

FRAMING MEMBER, TYP

FIRE CAULK AROUND

RECESSED FIXTURE, TYP

EXTEND ENCLOSURE GYP BD

TO CEILING GYP BD, TYP ALL

SIDES

EXTEND ATTIC

INSULATION OVER

ENCLOSURE

SEE SECTION

2'-0

" M

IN.

HO

RIZ

SE

PA

RA

TIO

N

OUTLET BOX, TYP.

APPROVED

NONCOMBUSTIBLE

FIRE STOP AROUND

ALL MEMBRANE

PENETRATION, TYP.

SEE PLAN

3'-9"

2 1

/4"

3'-0"

9"

1'-0"

KITCHEN CABINET,

REFER TO INTERIOR

ELEVATIONS FOR

ADDITIONAL

INFORMATION

2X4 WOOD STUDS @

16" O.C.

INSTALL ELECTRICAL

OUTLET OR SWITCH

BOX HORIZONTALLY

1/2" GYPSUM

WALLBOARD, TYP.

PLAM COUNTERTOP,

SIDES, AND

BACKSPLASH, TYP

LOCATION

P-TRAP ATDRAIN

AT 16" O.C.TYPICAL FLOOR JOISTS

BLOCKING EACH SIDEOF P-TRAP BETWEENJOISTS (12" APART)

INSULATION UNDER P-TRAP

ATTENUATION FIRE BLANKET

THERMAFIBER SOUND

THERMAFIBER INSULATIONOF PLYWOOD WITHDRAIN PIPE AND EDGEFILL VOID BETWEEN

3/4" PLYWOOD

TUB / SHOWER

ENCLOSURE

SEE SECTION

UNDER TUB

4"

DOOR CASING

INTERIOR DOOR, SEE

DOOR SCHEDULE

1 X 3 DOOR CASING

FACE OF FINISH AT

PERPENDICULAR

JAMB CONDITION

JAMB SIMILAR - SEE

STRUCTURAL FOR

HEADER SIZE

SEE PLAN

SEE 6/A8.11 FOR

INFORMATION AT THIS

LOCATION

SEE PLAN

PROVIDE 3/4" PLYWD

UNDERLAYMENT

UNDER TUB FOR 1-HR

RATED, DBL LAYER

WOOD FLR/CLG

ASSEMBLY

TUB/SHOWER

ENCLOSURE

FINISH SURFACE

TYPE 'X' GYP BD

AT RATED WALLS

TO BE CONTINUOUS

BEHIND TUB/SHOWER

ENCLOSURE

SEE 6/A8.11 FOR

ADDITIONAL

INFORMATION

5/8" TYPE 'X' GYP BD

PIPE RISER

*

*

SEE PLAN

U.L. SYSTEM NO. WL2003 AT NON-METALLIC

PIPE OR CONDUIT CONDITIONS

U.L. SYSTEM NO. WL1001 AT METALLIC PIPE

OR CONDUIT CONDITIONS

NOTE

CAULKING AND RELATED MATERIALS SPECIFIED IN U.L.

SYSTEMS MUST BE APPROVED MATERIALS TO MEET THE

REQUIRED FIRE RATING.

1-HR PROTECTED JOIST SPACE:

(2) LAYERS 5/8" TYPE X GYP BD

ON 2x JOIST BLOCKING AT BAY

ENDS, ON FLR JOISTS AND ON

UNDERSIDE OF FLR SHEATHING

EXTEND (2) LAYERS OF 5/8"

TYPE 'X' GYP BD PAST

RESILIENT CHANNELS TO GYP

BD CEILING, TYP ALL SIDES BAY

26 GA MTL DUCT AND

FAN, SEE MECH, TYP

1/2"x3" NAILER BLKG AT

FLR FRMG AROUND

FAN, TYP

FIRE CAULK AROUND

FIXTURE, TYP

SEE SECTION

MA

INT

AIN

2'-6"

MIN

CLE

AR

AN

CE

AT

HA

TC

H

1'-2"

MIN

ROOF/ CEILING

FRAMING SEE

STRUCT

(2) 2 X 4 BLKG AT

EACH END

20"x30" MIN

PRE-MANUFACTURED

ACCESS HATCH

1/2" PLYWOOD

INSULATION

BAFFLE, TYP

SEE SECTION

1-HOUR RATED

1'-6"

1'-0"

1'-0"

1'-0"

1'-0"

5'-6"

1"

VARIES

SEE PLAN

1 X 2 MDF CLEATS AT WALLS -

TYP

3/4" MELAMINE SHELVING

WITH FACTORY EDGE AT

FRONT EDGE

REFER TO PLAN AND COORDINATE W/ MECH

SE

E P

LA

NS

SEE PLAN

5/8" GYP BD ON 7/8" MTL HAT

CHANNELS AND 2 1/2" MTL STUDS AT

24" OC W/ MTL TRACK TOP & BOTTOM

SUSPENDED FROM CEILING AND

WALL FRAMING

MTL ANGLES, TYP

MECH DUCTS,

SEE MECH

BLOCKING AT

SOFFIT

FRAMING

PROVIDE SOLID BLOCKING AT

SOFFIT FRAMING, TYP

2x WOOD FRAMING MAY BE USED IN

LIEU OF MTL FRAMING -

MAINTAIN HEAD CLEARANCE1-HR RATED

CEILING

ASSEMBLY

FIN FLR

2'-3"

CLE

AR

2'-1

0"

MA

X

AT LOCATIONS OF REMOVABLE

CABINETS, SLOT CABINET BACK

BOX PRIOR TO INSTALLATION

OF BRACKETS FOR SUPPORT

BRACKETS IN ORDER THAT

CABINET MAY BE REMOVABLE

IN THE FUTURE

2" X 2" X 1/8" X 1'-8" LONG

BRACKETS AT 3'-0" OC MAX (TO

NEXT BRACKET OR WALL

CLEAT) SCREWED TO STUDS IN

WALL AND UNDERSIDE OF

COUNTER - (3) SCREWS PER

LEG

INSULATE WRAP PIPES AS

NOTED ON INTERIOR

ELEVATIONS

PLAM COUNTERTOP AND

FRONT EDGE - TYP

PLAM SIDE AND BACKSPLASH ,

TYP (UNO)

1 1/2"

CLR

1 1/2" DIA

CONTINUOUS STAIN

GRADE WOOD

HANDRAIL WITH

METAL SUPPORT

BRACKET AT 6'-0" OC

MAXIMUM

3' -

6"

AF

F A

T T

HIR

D F

LO

OR

2 X 4 BLOCKING FOR

HANDRAIL SUPPORT

BRACKET

ATTACHMENT - TYP

1X WOOD

WALL CAP AT

TOP OF STAIR

3' -

0"

AB

OV

E N

OS

ING

- T

YP

1 X 2 WOOD TRIM

SE

E B

LD

G

SE

CT

ION

11"

1/2"

1/2" PLYWOOD TYP

AT RISERS

1 1/8" PLYWOOD TYP

AT TREADS

(2) LAYERS 5/8" TYPE 'X'

GYPSUM BOARD AT

UNDERSIDE OF STAIR

AND LANDINGS, TYP

STRINGERS, SEE

STRUCTURAL

BIFOLD DOOR

BIFOLD DOOR TRACK

GYP BD @ JAMB BEYOND

DOUBLE 2 x UNLESS

NOTED OTHERWISE ON

STRUCTURAL DRAWINGS

GYP BD @ JAMB BEYOND

SEE PLAN

CLOSETROOM

1/4"

WOOD TRIM3/4" X 3/4" PAINTED

WOOD TRIM

1/2" X 2 1/2" PAINTED

BI-PASS DOOR TRACK

BI-PASS DOORS

BEDROOM CLOSET

GYPSUM BOARD

JAMB - TYP

SEE PLAN

DOUBLE 2 x UNLESS

NOTED OTHERWISE ON

STRUCTURAL DRAWINGS

9 1

/4"

TO FINISH FLOOR

PTAC ACCESSORY DUCTTO ADJACENT ROOM,SEE MECHANICAL

PTAC UNIT

MIN

VR

FY

W/

PT

AC

MF

RV

RF

YW

/ P

TA

C M

FR

3 1

/4"

2"

P-LAM SHELF EDGEAND FACE OVER3/4" PLYWOOD

P-LAM SHELF OVER 3/4"PLYWOOD SUBSURFACE,PROVIDE 1 1/2" X 1 1/2"WELDED ANGLE BRACKETSSCREWED TO WALL STUDSAND UNDERSIDE OF COUNTERAT SIDES OF PTAC AND 2 X 4CLEATS AT WALL FACESSCREWED TO BLOCKING INWALL

1' - 4 1/4"VRFY W/

PTAC MFR

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

3:1

7:4

7 P

M


GSL Properties

August 28, 2008

13463

A8.11

Interior Details

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 1 1/2" = 1'-0"A8.11

10 1-HR WALL INTERSECTION

SCALE: 3" = 1'-0"A8.11

13 CLOSET SHELF/RODSCALE: 1 1/2" = 1'-0"A8.11

9 FIRE ENCLOSURE @ ROOF/CLG.

SCALE: 1 1/2" = 1'-0"A8.11

11 ELECTRICAL PENITRATION AT 1-HR WALLSCALE: 1" = 1'-0"A8.11

15 UNIT KITCHEN BAR

SCALE: 1" = 1'-0"A8.11

6 PLUMBING TRAP @ TUB

SCALE: 3" = 1'-0"A8.11

1 TYP. INTERIOR DOOR HEAD (JAMB SIM.)SCALE: 1 1/2" = 1'-0"A8.11

5 RATED WALL & FLOOR @ TUB ENCLOSURE

SCALE: 1 1/2" = 1'-0"A8.11

12 PLUMBING PENETRATION @ 1-HR WALLSSCALE: 1 1/2" = 1'-0"A8.11

8 FIRE WRAPED JOIST BAYSCALE: 1" = 1'-0"A8.11

4 RATED ATTIC ACCESS HATCH

SCALE: 3/4" = 1'-0"A8.11

14 UNIT SHELVING

SCALE: 1 1/2" = 1'-0"A8.11

16 SOFFIT @ MECH. DUCTWORK

SCALE: 1" = 1'-0"A8.11

17 COUNTER & REMOVABLE CABINET

SCALE: 3" = 1'-0"A8.11

19 STAIR HANDRAIL

SCALE: 1 1/2" = 1'-0"A8.11

20 STAIR RISER

SCALE: 3" = 1'-0"A8.11

3 BI-FOLD DOOR HEAD

SCALE: 1" = 1'-0"A8.11

18 PTAC UNIT & SHELF

NOT USEDA8.11

7

SCALE: 3" = 1'-0"A8.11

2 BI-PASS DOOR HEAD

1"1"1"

2x4 WOOD STUDS

LOBBY / CORRIDOROFFICE / FITNESS

WOOD SILL

(WM 1022)

1" GLASS (FIRE RATED GLASS)

WOOD BASE


NOTE: DETAILS BASED ON INTEREDGE

TECHNOLOGIES FIRE RATED GLASS SYSTEM.

VERIFY MFR REQUIREMENTS TO MAINTAIN

1-HR WALL AT LOBBY.

FINISHED FLOOR

1" GLASS

1/8"

GLAZING TAPE

1"x1"x18

GAUGE

CONTINUOUS

STL ANGLE STOP

WOOD STOP

TO COVER ANGLE


TECHNOLOGIES FIRE RATED GLASS

SYSTEM. VERIFY MFR REQUIREMENTS

TO MAINTAIN 1-HR WALL AT LOBBY.

1"

1/4"

1x WOOD TRIM

1x WOOD TRIM

W/ EASED EDGES




1-HR WALL AT LOBBY.


WOOD SILL BELOW

5/8" TYPE 'X' GYP BD,

SEE ASSEMBLY

WOOD STUDS,

SEE STRUCTURAL

1" GLASS

1'-2"

8 3

/4"

1x8 BASE TRIM

3/4" PLYWOOD SHELF

5' - 0"

TOP OF MANTLE

ZERO-CLEARANCE

GAS FIREPLACE

1/4" VENEER

PLYWOOD OVER

GYP BD

1/4" VENEER

PLYWOOD OVER

GYP BD

3/4"

FACE OF

STUD WALL

AT SIM

5/8" TYPE 'X' GYP

BD, SEE ASSEMBLY

2x4 STUD WALL

1/4" VENEER

PLYWOOD PANELING

ZERO-CLEARANCE

GAS FIREPLACE

FLAT STOOL

(HWM 1021)

COVE (HWM 96)

3/4"

1/4" VENEER

PLYWOOD PANELING

5/8" TYPE 'X' GYP

BD, SEE ASSEMBLY

3/4"x WOOD TRIM

3/4"x1" WOOD TRIM

FLAT STOOL

(HWM 1021)

COVE (HWM 89)

RABBIT FOR

WOOD PANELING

COVE (HWM 96)

ZERO-CLEARANCE

GAS FIREPLACE

2 3

/4"

1/2"x3 1/2"

WOOD TRIM,

RABBIT FOR PANELING

1/4" VENEER

PLYWOOD PANELING

5/8" TYPE 'X' GYP BD,

SEE ASSEMBLY

3/4"x1" WOOD TRIM

COVE (HWM 89)

COVE (HWM 96)


CEILING, SEE ASSEMBLY

3/4"

1/4" VENEER

PLYWOOD PANELING

BLOCKING

IN SOFFIT

1/2"x1 1/2" WOOD TRIM

1/2"x3 1/2" WOOD

TRIM, RABBIT

FOR PANELING

FLAT STOOL

(HWM 1021)

COVE (HWM 89)

TOP OF

CABINET / SHELF

VE

RIF

YW

ITH

MF

R

VERIFYWITH MFR

NAILER AS REQUIRED

SEMI-RECESSED FIRE

EXTINGUISHER

CABINET - INSTALL

PER MANUFACTURER'S

INSTRUCTIONS

WRAP FRAMED

OPENING W/ 5/8"

TYPE X GYPSUM

BOARD TO MAINTAIN

1 HOUR ASSEMBLY

SEE

PLANTOP OF FEC TO

BE 4'-6" ABOVE

FINISHED FLOOR

INSULATION

1"

1/4"


1" GLASS (FIRE RATED GLASS)




1-HR WALL AT LOBBY.

1x WOOD W/

EASED EDGES


2x4 WOOD STUD

A8.12

4

A8.12

6

A8.12

7

A8.12

9

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

3:1

7:4

9 P

M


GSL Properties

August 28, 2008

13463

A8.12

Interior Details

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 3" = 1'-0"A8.12

1 GLAZED WALL SILL

SCALE: 1 : 1A8.12

4 GLAZED WALL AT SILL STOP

SCALE: 3" = 1'-0"A8.12

2 GLAZED WALL JAMB

SCALE: 1 1/2" = 1'-0"A8.12

5 SECTION AT HEARTH

SCALE: 6" = 1'-0"A8.12

6 SECTION AT HEARTH

SCALE: 6" = 1'-0"A8.12

7 SECTION AT MANTLE

SCALE: 6" = 1'-0"A8.12

9 SECTION AT CROWN MOLDING

SCALE: 6" = 1'-0"A8.12

8 SECTION AT CABINET / SHELF

SCALE: 3" = 1'-0"A8.12

10 RECESSED FIRE EXTINGUISHER CABINETSCALE: 3" = 1'-0"A8.12

3 GLAZED WALL MULLION

A9.01

5

A9.01 8

A9.01

3

A9.01 7D

7A

7B

7C

6

A9.01

6

A9.01

10

10

32' - 0"

12

' - 8

"

1' -

6"

4

A9.01

4

A9.01

P1

02

MEN

P101

P 101

WOMEN

P103

P 103

EQUIP/STOR

P102

P 102

EQ EQ 5' - 8" 5' - 8"

2' -

7 1

/2"

1' -

9"

1' -

9"

P101 P103

EQ EQ

4' -

2 1

/2"

1' -

9"

1' -

9"

3' - 1" 2' - 0" 1' - 6"

2' - 6"

30

48

56

48

1' -

7"

7' - 0" 7' - 0"

1' - 6" 2' - 0" 3' - 1"5' - 8" 5' - 8"

18"x18" LOUVERABOVE

18"x18" LOUVERABOVE

2X6

MIN

24

24

24

21 TYP

T

T

SIM

CLR

2X

6

SIM

SIM

2X

6

21 SIM

CLR

24

4

A9.01

7' -

0"

THINSETTILE

SHOWERCONTROLS

1

A8.02

3' -

6"

12

4

12

4

FENCE, SEELANDSCAPE

EXTERIOR LIGHTFIXTURES, SEEELECTRICAL

6

A9.01

DRINKING FOUNTAIN,INSTALL PER MFRRECOMMENDATIONSTO MEET ADA

12

A8.01 SIM

16

A8.01

11

A8.01

12

A8.01 SIMVINYL WINDOW, TYP

1' - 0"

4' -

0"

ROOM IDENTIFICATIONSIGN

CJ

6

A9.01

4

A8.01 SIM

2

A8.01 SIM

3

A8.01 SIM

2

A8.02 TYP

13

A8.01

3

A8.02 TYP

4' -

0"

MA

X

2' -

4"

MIN

7

A8.02

8

A8.02

8

A8.02 SIM

12

4

12

4

12

4

12

4

CONCRETE TILEROOFING SYSTEM

STUCCO SYSTEM

MAIL BOX UNITS,65 UNITS TOTAL

PARCEL BOX UNITS,7 UNITS TOTAL


16

' - 7

1/2

"

CJCJ

CJ

CJ

7' -

7"

10

' - 0

3/4

"

7' -

0"

CJ 2x6 FASCIA

2' -

10

" M

AX

3' -

4"

MA

X

3' - 0" 6"

MIRROR

GRAB BAR,TYP

2' -

6"

INSULATEWRAP PIPES

MIN

CL

R

2' -

3"

3' - 6" MIN

8"

2' -

10

"

TOILET PAPERDISPENSER

TOILET SEATCOVERDISPENSER

1' - 0"

2' - 0"3

' - 4

"

HAND DRYER

SOAPDISPENSER

4" RESILIENTBASE

4

A9.01

EQUIP/STOR

P102

P 102

21

1

7

A9.01

5

A9.01 8

A9.01

3

6

A9.01

6

A9.01

4

A9.01

4

A9.01

4' - 0"

2' -

0"

2' -

0"

2' - 0" 2' - 0" 4' - 0"

2' -

0"

2' -

0"

2' -

6"

2' -

6"

4:12

4:1

2

4:12

4:1

2

4:12

4:1

24

:12

4:12

4

A8.03

2

A8.03

RID

GE

RIDGE RIDGE

HIP

HIP

HIP

HIP

7

A8.03

A9.018 SIM

6

A9.01

9' -

4"

13

' - 0

"

MEN

P101

P 101

EQUIP/STOR

P102

P 102

WOMEN

P103

P 103

24

7

1

21

SLOPESLOPE

Copyright 2008 C

Project Number

Checked By

Drawn By

Designed By

Date

Revisions

# Date Description


Phone 503.635.3618Fax 503.635.5395




Plo

t D

ate

:C

AD

File

: 1

34

63 B

uild

ing

Typ

e #

1.r

vt

otak

Sheet Number

SG, KJ, JAN

x =

+.0

2"

y =

-.2

4"

47%

(11 x

17)

| x =

0"

y =

-.0

4"

Fulls

ize | V

ecto

r P

rocessin

g, G

reyscale

, H

igh

GSL

SG, BB

TC, TR, EG, IB


10

/14

/20

08

3:1

7:5

9 P

M


GSL Properties

August 28, 2008

13463

A9.01

Pool House

Not fo

r C

onstr

uction -

Oct 14, 2008

SCALE: 1/4" = 1'-0"A9.01

1 PLAN - POOL HOUSE

SCALE: 1/4" = 1'-0"A9.01

8 SIDE ELEVATIONSCALE: 1/4" = 1'-0"A9.01

5 REAR ELEVATIONSCALE: 1/4" = 1'-0"A9.01

3 FRONT ELEVATION

SCALE: 1/4" = 1'-0"A9.01

7A

RESTROOM INTERIOR ELEVATIONS7A7A

7B 7C 7D

SCALE: 1/4" = 1'-0"A9.01

6 BUILDING SECTION

SCALE: 1/4" = 1'-0"A9.01

2 ROOF PLAN - POOL HOUSE

SCALE: 1/4" = 1'-0"A9.01

4 SECTION

gsl properties california otak, inc...room number tempered glazing graphic scale revision tag and...

Documents