w w - building excellence – natural transparency … · ul des u309 stc 50-54 1 hour fr constr:...

W W

W W

SD SD

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

OH

6'

4'

2'

2'

4'

4'

4'

2'

6'

6'

6'

4'

6'

4'

T

6'

4'

2'

2'

4'

4'

4'

2'

6'

6'

6'

4'

6'

4'

T

OH

OH

OH

4 1

/2"

5'-0

"

1'-0

"

1'-0"

RESERVED

METAL SIGN(S)FASTENED SECURELYTO POST OR WALL(SEE PLANS FORLOCATIONS)

2" DIA DOME CAPPEDSTEEL POST CENTEREDON EACH ACCESSIBLEPARKING SPACE

CONCRETE SLAB

LOWER SIGNAGE TOREAD "VANACCESSIBLE". LOCATEAT STALL MARKED ONPLANS AS "VAN".(ACCESS AISLE TO BE8'-0'' MIN.)

VANACCESSIBLE

REFLECTIVE SIGNCONSISTING OF THEINTERNATIONALSYMBOL OFACCESSIBILITY INWHITE ON A DARKBLUE BACKGROUND.

3'-0" MIN.

3'-0

" M

IN.

9'-0" STALL WIDTH

8'-3" CLR. 4" 10" 4"

1'-6"

2'-0

"

PA

RK

ING

STA

LL D

EP

TH

EQ EQ

WHITE OUTLINE AND EMBLEM ON BLUEBACKGROUND-- LOCATE AT BASE OF STALL SO SYMBOLIS PARTIALLY VISIBLE EVEN WHEN STALLIS OCCUPIED

4" WIDE PAINTED STALLSTRIPING

TYPICAL DIMENSIONS SHOWN.SEE FLOOR PLANS FOR SPECIFICS

30"

18'-0"

MIN

9'-0" MIN 9'-0" MIN5'-0"MIN

12"

U.O

.N.

30°TYP.

BLUEPAINT

BLUEPAINT

WHITE PAINTEDINTERNATIONALACCESSIBILITY SYMBOL @EACH SPACE

WHEEL STOP

4"PAINTEDSTRIPES

STRIPES@ 36"O.C.

70 SQ. INCHACCESSIBILITY

SIGNPER SEC. 1109A.8.8

PEDESTRIANROUTE

NOPARKING

WITHIN THE LOADING AND UNLOADINGACCESS AISLE PAINT THE WORD"NO PARKING" IN 12" HIGH LETTERS MIN.

A

M

L

1 102 3 4 5 6 7 8 9

B

C

J

K

E

G

F

H

D

15'-0 5/128" CL ROW

15

'-0

"C

L R

OW

.2

00

'-0

"

20

0'-0

"1

2'-0

"C

L R

OW

12'-0" 196'-11"CL ROW

7'-2

"

BASEMENTENCROACHMENTAPPROVEDBY PBOT

EXISTING STREETLIGHTTO BE RELOCATED

N. ALTA

N.

SYR

AC

USE

N.

IVA

NH

OE

N. PHILADELPHIA

NEW ELECTRICAL VAULTIN FURNISHING-ZONE

ELECTRICAL CONDUITS BELOWTREEWELLS SWEEPING INTOTRANSFORMER VAULT ONGROUND FLOOR

FDC LOCATION.SEE FP2.00

.

X'-X"CANOPYENCROACHMENT

NEW PBOTREQUIREDDEDICATION,UNDER REVIEW

.

CANOPYENCROACHMENT

BUILDING PARAPET @ 45'-0"IN HEIGHT, FROM HIGH POINTOF SITE @ CORNER OF IVANHOEAND PHILADELPHIA

2'-6

"

2'-6" ELEVATED WALKWAYENCROACHMENT,APPROVED BY PBOT

2'-6

"

2'-6" BASEMENTENCROACHMENT,APPROVED BY PBOT

PROPOSED BUSSHELTER, TO BECOORDINATEDW/TRI-MET

4'-0"

4'-0" TYP.ALLBAYS & BALCONIESON N. ALTA ANDN. SYRACUSE(ENCROACHMENTOCCURS MORETHAN 8'-0" ABOVEFINISH GRADE

RETAILTRASH

TRANSFORMERVAULT DOORENCROACHMENT

GAS METER DOORENCROACHMENT

REQUIREDSIDEWALKCORRIDOR


REQUIRED SIDEWALKCORRIDOR


PEDESTRIANENTRY

RETAILENTRY

RETAILENTRY

PEDESTRIANENTRY

PEDESTRIANENTRY

GARAGEENTRY

.

CANOPYENCROACHMENT

ELEVOVERRUN

ELEVOVERRUN

MECH. OVERRUN

ROOF DECK

MEC

HO

VER

RU

N

COURTYARD

GENERAL NOTES - SITE PLAN

1. REFER TO CIVIL AND LANDSCAPE PLANS FOR ALL PUBLIC RIGHT-OF-

WAY IMPROVEMENTS.

2. CONTRACTOR SHALL VERIFY LOCATION OF ALL EXISTING UTILITIES.

CARE SHOULD BE TAKEN TO AVOID DAMAGE TO OR DISTURBANCE OF

EXISTING UTILITIES.

3. SEE CIVIL PLANS FOR FINISH FLOOR ELEVATIONS.

4. PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING.

5. UNLESS OTHERWISE NOTED DIMENSIONS ON SITE PLAN ARE TO FACE

OF CURBS, EXTERIOR FACE OF BUILDING SHEATHING AND GRID LINES.

6. ALL WORK TO CONFORM TO THE CITY OF PORTLAND STANDARDS.

M

L

1 2 3 4 5 6 7

FREE STANDING PLANTERFREE STANDINGPLANTER WITHBUILT-IN WD BENCH

RAMP DN

CONCRETEPLANTERS VERIFYFINAL DESIGNWITH ARCHITECT

4"H CURB AT RAMP

DN

DN

145' - 3"

T.O PLANTER

143' - 3"

T.O PLANTER

T.O PLANTER

141' - 3"

T.O PLANTER (5) T @ 12 MAX" - (6) R @ 7" MAX

5'-0"

4'-0

"

4'-0

"

16

A4.11

16

A4.11

19

A4.21

1"/20" MAX

PER

PLA

NS

CO

NC

. SLA

B

3'-0

" N

TS

NT

S

5"

MIN

.

COVER

5" MIN. CONC.

8" CONC. FILLED PIPE

EXPANSION JOINT FILLER1/2"

3'-0

" T

YP

1/2" TYP.

CAST-IN THREADEDINSERTS

THREADED ANCHOR BOLTS

SQUARE BLOCK OUTFILLED WITH QUICK SETCONCRETE OR GROUT

12" DIA. CONCRETEBOLLARD

GRADE LINE

30

" T

YP

.

REGIS

TERED ARCHITE

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ON1949

THOMAS MOISAN

PORTLAND, OREGON

PUBLISHED:

JOB:

DRAWN:

CHECKED:

COPYRIGHT ANKROM MOISANASSOCIATED ARCHITECTS 2012

© ANKROM MOISAN ARCHITECTS, INC.

6720 SW MACADAM AVENUE, SUITE 100PORTLAND, OR 97219T 503-245-7100

117 SOUTH MAIN STREET, SUITE 400SEATTLE, WA 98104T 206-576-1600

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10/23/2012

112500

SITE PLAN

A1.01GMP/PERMIT SET 10.23.12

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3/32" = 1'-0"A1.01

1 00__SITE PLAN

3/16" = 1'-0"A1.01

2 PARTIAL SITE PLAN

1 1/2" = 1'-0"A1.01

4 BOLLARD @ BASEMENT

1 1/2" = 1'-0"A1.01

5 ACCESSIBILITY SIGNAGE

1/2" = 1'-0"A1.01

6 PARKING STALL ACCESSIBILITY SYMBOL

12" = 1'-0"A1.01

7 ACCESSIBLE PARKING

1 1/2" = 1'-0"A1.01

3 SITE BOLLARD

1

1

1

DATE DESCRIPTION

11/07/2012 ADDENDUM#1

A GYP BD2x4" WD STUDS 24" OCGYP BD

A1 GYP BD2x4" WD STUDS 24" OCACOUSTICAL INSULGYP BD

A2 GYP BD2x4" WD STUDS 24" OCGYP BD

PARTITION -2x4A

B GYP BD2x6" WD STUDS @ 24" OCGYP BD

B1 GYP BD2x6" WD STUDS @ 24" OCACOUSTICAL INSULGYP BD

B2 GYP BD2x8" WD STUDS @ 24" OCGYP BD

B3 GYP BD2X6 WD STUDS @ 24" OCGYP BD

PARTITION -2x6B

C (2) LAYERS GYP BD2x6" WD STUDS @ 24" OCACOUSTICAL INSULRESILIENT CHANNELGYP BD

C1 (2) LAYERS GYP BD1/2" PLYWD2x6" WD STUDS @ 24" OCACOUSTICAL INSULRESILIENT CHANNELGYP BD

C2 (2) LAYERS GYP BD1/2" PLYWD2x6" WD STUDS @ 24" OCACOUSTICAL INSUL1/2 PLYWD(2) LAYERS GYP BD

PARTITION -CORRIDORC

D (2) LAYERS GYP BD2x6" WD STUDS @ 24" OCACOUSTICAL INSULRESILIENT CHANNEL(2) LAYERS GYP BD

D1 (2) LAYERS GYP BD1/2" PLYWD2x6" WD STUDS @ 24" OCACOUSTICAL INSULRESILIENT CHANNEL(2) LAYERS GYP BD

D2 (2) LAYERS GYP BD1/2" PLYWD2x6" WD STUDS @ 24" OCACOUSTICAL INSUL1/2 PLYWD(3) LAYERS GYP BD

PARTITION -DEMISINGD

E (2) LAYERS GYP BD2x6" WD STUDS @ 24" OCACOUSTICAL INSUL(2) LAYERS GYP BD

E1 (2) LAYERS GYP BD1/2" PLYWD2x6" WD STUDS @ 24" OCACOUSTICAL INSUL(2) LAYERS GYP BD

E2 (2) LAYERS GYP BD1/2" PLYWD2x6" WD STUDS @ 24" OCACOUSTICAL INSUL1/2" PLYWD(2) LAYERS GYP BD

E3 (2) LAYERS GYP BD2x6" WD STUDS @ 24" OCACOUSTICAL INSULRESILIENT ISOLATION CLIPS(2) LAYERS GYP BD

PARTITION -2HRE

F (2) LAYERS GYP BD2 1/2" C-H STUD @ 24" O.C.ACOUSTICAL INSULATION1" SHAFT LINER

SHAFT WALLF

G GYP BD2x4 WD STUD @ 24" OC

G1 GYP BD2x3 WD STUD @ 24" OC

G2 GYP BD2X6 WD STUD @ 24" OC

PARTITION -FURRINGG

1 HOUR FR CONSTR:GA FILE NO. WP 3242UL DES U309STC 50-54

1 HOUR FR CONSTR:UL DES U301 - STC 58USG-810219

2 HOUR FR CONSTR:UL DES U301 - STC 49

2 HOUR FR CONSTR:UL DES U415 SYSTEM B- STC 48

UNITCORRIDOR

4 3/4" 6 3/4" 7 7/8"

8 3/8" @ C1

9" @ C2

4" 3 7/8"

8 1/2"

9" @ D1

9 5/8" @ D2

UNITCORRIDOR

4" 4 1/2"

4 1/8"

TJI FLOORU

GLU-LAM FLOORV

U FLOOR FINISH PER PLANS W/ ACOUSTICAL MAT WHERE REQUIRED

1 1/2" GYP UNDERLAYMENT1 1/8" PLYWOOD SHEATHING9 1/2" I-JOIST @ 24" O.C.ACOUSTIC INSUL1/2" RESILIENT CHANNEL(2) LAYERS GYP BD

U1 FLOOR FINISH PER PLANS W/ ACOUSTICAL MAT WHERE REQUIRED

1 1/2" GYP UNDERLAYMENT1 1/8" PLYWOOD SHEATHING9 1/2" I-JOIST @ 24" O.C.ACOUSTIC INSULACOUSTIC WAVE HANGERS(3) LAYERS GYP BD

V FLOOR FINISH PER PLANS W/ ACOUSTICAL MAT WHERE REQUIRED

1 1/2" CAST UNDERLAYMENT1 1/8" PLYWOOD SHEATHINGGLU-LAM JOISTS @ 24" O.C.,

VARYING SIZE, SEE STRUCTURAL

ACOUSTIC INSUL1/2" RESILIENT CHANNEL(2) LAYERS GYP BD

TIMBER DECKING @ CORRIDORW

W FLOOR FINISH PER PLANS1 1/2" CAST UNDERLAYMENT1 1/8" PLYWOOD SHEATHING3x WOOD DECKINGSUSPENDED GYP CEILING

1HR RATED ASSEMBLYGA FILE #3510

1 HOUR FR CONSTR:UL DES L544- STC

1 HOUR FR CONSTR:UL DES L516 - STC 59USG-740704

1 HOUR FR CONSTR:

CMU WALLH

H NON-RATED8" CMU WALL W/ HORIZ & VERTREINFORCEMENT, GROUT LOOSE FILLINSULATION AT CELLS NOT USED FORSTRUCTURE

H1 1-HR RATED8" CMU WALL W/ HORIZ & VERTREINFORCEMENT, GROUT LOOSE FILLINSULATION AT CELLS NOT USED FORSTRUCTURE

H2 2-HR RATED8" CMU WALL FULLY GROUTEDW/ HORIZ & VERT REINFORCEMENT1" LINER BOARD FOR ACOUSTICS

H3 3-HR RATED8" CMU WALL FULLY GROUTEDW/ HORIZ & VERT REINFORCEMENT

H4 NON-RATED6" CMU WALL W/ HORIZ & VERTREINFORCEMENT, GROUT LOOSE FILLINSULATION AT CELLS NOT USED FORSTRUCTURE

5 5/8"

7 5/8" @ H1

3 3/4"

NOTE: WHERE ASSEMBLY OCCURS AT UNITBEDROOM WALLS, ADD ADDITIONAL LAYEROF GYP BD ON UNIT SIDE OF ASSEMBLY

ALTERNATE: IN LIEU OF RESILIENT CHANNELS,PROVIDE KINETICS WAVE HANGERS & (1)LAYER GYP BD (FOR TYPE U ONLY)

ALTERNATE: IN LIEU OF RESILIENT CHANNELS,PROVIDE KINETICS WAVE HANGERS & (1)LAYER GYP BD

1-HR / 2-HR / 3-HR FIRE RATINGOSSC TABLE 720.1(2) ITEM 3-1.4

2 HR CEILINGX

W 1" SHEETROCK LINER PANEL2 1/2" C-H STUD @ 24" OC(2) LAYERS 1/2" SHEETROCK

FIRECODE C COREGYP BD

2 HOUR FR CONSTR:USG: NER-258

AER-09038

1HR RATED ASSEMBLYGA FILE #3510

(CORRIDOR)

8"

8 1/2" @ E1

9" @ E2

10" @ E3

NOTE: INSTALL RSIC CLIPS@ UNIT SIDE OF ASSEMBLY

REGIS

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ON1949

THOMAS MOISAN

PORTLAND, OREGON

PUBLISHED:

JOB:

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CHECKED:





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10/23/2012

112500

INTERIORASSEMBLIES

A2.00.bGMP/PERMIT SET 10.23.12

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DATE DESCRIPTION

11/07/2012 ADDENDUM#1

1

1

1

UP

1

A3.11

2

A3.11

A

M

L

1 102 3 4 5 6 7 8 9

BIKE PARKING006

WATER/FIRE RISERROOM

003

STAIR 01ST01-00

STAIR 02ST02-00

3

A3.24

PARKING000

3

A3.11

2

A3.21

3

A3.21

2

A3.22

3

A3.22

3

A3.23

2

A3.23

2

A3.24

10.0%19.5%

B

C

J

K

E

G

F

MAINTENANCE009

DOG WASH004

GENERATOR001

TRASH002

ELEV01

ELEV02

004a

006a

003a

001a

002a

009a

ST02-0

ST01-0

BIKE REPAIR

7'-2

"2

00

'-0

"

TENANTSTORAGESHOWNDASHED, TYP

TENANTSTORAGE

TEN

AN

T S

TO

RA

GE

STACKED BIKERACKS, TYP ASSHOWN

FLOOR MOUNTEDBIKE RACK, PROVIDEEMBEDS

A5.21

18

1

2

1

2

2

1

LINE INDICATESSHORING WALL.VERIFY EXTENTW/CONTRACTOR

H

D

EX.FAN

EX.FAN

UTILITYVEHICLE

TENANTSTORAGE

12'-8"

15

'-8

"

17'-4" 13'-0 5/8" 11'-3"

15'-11"

16

'-0

"

39'-10"

7'-1

0"

8'-2

"

38'-7 7/8"

FLOOR MOUNTEDBIKE RACK, PROVIDEEMBEDS ASREQUIRED BY MFR

36" TALLVEHICLEBARRIER

RED CONCRETE ENCASEDELECTRICAL CONDUITSAT BOTTOM OF GROUNDFLOOR SLAB

ELECTRICAL VAULT

H2

H2

2

H1

H1

H1

H1

H4

2

1919

19

H1

19

H1

H1

CLEARANCE BARABOVE

CLEARANCE BARABOVE

47'-3 3/8"

BOLLARDS, TYPAS SHOWN,LOCATIONS TOBE CONFIRMED

BOLLARDS, TYPAS SHOWN,LOCATIONS TOBE CONFIRMED

A5.22

12

TYP.

8'-6" 8'-6" 8'-6"

TY

P.

16

'-0

"1

6'-0

"

8"

16'-2" 9'-0" 5'-0"

VAN PARKING

16

'-0

"3

'-4

"

PARKINGBUMPER, TYPAS SHOWN

2'-6

"

2'-11 1/4"

12'-4" 16'-1 1/2"150.0

00°

15

0.0

00

°

1. SEE SHEETS A5.11 - A5.15 FOR ALL ENLARGED UNIT FLOOR &

REFLECTED CEILING PLANS.

2. SEE ENLARGED ELEVATIONS/WALL SECTIONS FOR EXTERIOR

WALL ASSEMBLIES, U.N.O.

3. INTERIOR DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF

MASONRY, FACE OF SHEATHING (EXTERIOR) OR CENTERLINE

OF INTERIOR WOOD FRAMED WALLS, U.N.O.

4. SEE A2.03 FOR TYPICAL EXTERIOR DMENSIONS FOR

LOCATIONS OF WINDOWS, AND OTHER EXTERIOR

COMPONENTS. DIMENSIONS THAT VARY FROM FLOOR TO

FLOOR WILL BE SHOWN ON CORRESPONDING FLOOR.

5. SEE A2.02 FOR TYPICAL INTERIOR DIMENSIONS & WALL TAGS

THAT APPLY TO A2.03 AND A2.04, UNLESS DIMENSIONED

OTHERWISE.

6. ALL DOOR FRAMES TO BE 4 1/2" FROM ADJACENT

PERPENDICULAR WALLS U.N.O.

7. WHERE WALL TYPES CHANGE IN A CONTIGUOUS WALL, FACE

OF EXPOSED FINISH TO ALIGN. ADD FURRING AS REQUIRED

TO FLUSH OUT WALLS, PARTICULARLY AT DEMISING WALLS AND

EXTERIOR WALLS WHERE THEY ARE TO ALIGN.

8. ALL PLUMBING AND ELECTRICAL PENETRATIONS THROUGH

RATED ASSEMBLIES SHALL BE FIRE STOPPED.

9. GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AND

CONDITIONS PRIOR TO CONSTRUCTION. CONFLICTS ARE TO

BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR

TO START OF CONSTRUCTION.

10. ALL FIRE SPRINKLER STANDPIPES TO EXTEND TO ROOF.

11. SEE LANDSCAPE DRAWINGS FOR ADDITIONAL SITE AND

COURTYARD INFORMATION.

12. SEE CIVIL DRAWINGS FOR GRADING AND UTILITY

INFORMATION.

13. SEE UNIT PLANS FOR WALL TYPES WITHIN UNITS, AS WELL AS

DOOR TYPES.

14. CONFIRM PARKING STALL IDENTIFICATION WITH OWNER

PRIOR TO PAINTING.

15. SEE LANDSCAPE DRAWINGS FOR COURTYARD MATERIALS.

16. GRID LINES ARE LOCATED AT EXTERIOR FACE OF SHEATHING

OR CENTER OF CORRIDOR, UNLESS NOTED OTHERWISE.

GENERAL NOTES

REGIS

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THOMAS MOISAN

PORTLAND, OREGON

PUBLISHED:

JOB:

DRAWN:

CHECKED:





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10/23/2012

112500

BASEMENTFLOOR PLAN

A2.00PGMP/PERMIT SET 10.23.12

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1/8" = 1'-0"A2.00P

1 00_BASEMENT PLAN

1

1

DATE DESCRIPTION

11/07/2012 ADDENDUM#1

LEVEL 1143' - 7"

1

A3.11

AM L

ROOF PARAPET188' - 7"

A3.22

1

LEVEL 3 TO SHTG166' - 7 1/2"

LEVEL 2 TO SHTG156' - 9 1/2"

LEVEL 4 TO SHTG176' - 5 1/2"

AMENITY ROOF197' - 1"

BCJK EF

08.0105.02

06.01

08.02

04.01

07.01

07.03

07.04

1A

2A2A2A1A

2A2A2A

1A

1A

2A2A2A2A2A2A

2A2A2A2A2A2A

2A2A2A2A2A

3A

3A

3A2A2A

2A2A

2A2A 2A

2A

2A1A1A

S07 S07 S06 S10S10 S10 S10

T.O PLATE185' - 2 1/4"

8'-6

"3

'-4

3/4

"8

'-8

3/4

"9

'-1

0"

9'-1

0"

13

'-2

1/2

"

8'-6

"4

5'-0

"

H D

2A

2A

2A

1A

1A1A

1A

05.02

STEEL AND COPPERTRELLIS, TYP 3 LOCATIONSWEST ELEVATION

LEVEL 1143' - 7"

2

A3.11

1 102 3 4 5 6 7 8 9

3

A3.11


A3.21

1

LEVEL 3 TO SHTG166' - 7 1/2"

LEVEL 2 TO SHTG156' - 9 1/2"

LEVEL 4 TO SHTG176' - 5 1/2"


12

'-1

1/2

"9

'-1

0"

9'-1

0"

13

'-2

1/2

"

8'-6

"4

5'-0

"

08.02

08.01

05.02

07.01

03.01

07.03

05.01

05.02

06.01

1A 2A2A 2A 2A

1A

2A2A1A

2A2A

1A 1A

1A

2A2A 2A2A

2A

2A 2A2A

3A

3A

3A

4A

2A 2A1A 1A

1A 1A

5A 5A

2A 2A5A 5A 2A 1A 1A

S04S03 S05 S06 S07 S07 S08S01S01

2A

2A

2A

2A

2A

2A2A

2A 2A 4A

2A 1A 1A

2A 1A 1A

05.02

BASEMENT BELOW, TYP AS SHOWNSTEEL AND COPPERTRELLIS, TYP 3 LOCATIONSSOUTH ELEVATION

A4.04

7

LEVEL 1143' - 7"

PARKING132' - 1"

2

A3.11 110 23456789

3

A3.11


A3.24

4

LEVEL 3 TO SHTG166' - 7 1/2"

LEVEL 2 TO SHTG156' - 9 1/2"

LEVEL 4 TO SHTG176' - 5 1/2"


05.01 08.02

06.01

07.01

08.0308.01

1A 1A

2A1A 1A

1A 1A1A

2A

1A1A

2A2A1A1A

2A

1A1A1A

1A 1A1A1A

5A5A5A

5A5A5A

5A5A5A

4A

2A2A

2A2A

2A

2A2A

2A2A

2A

1A

1A

1A

1A

1A

1A

1A

1A

1A

1A

1A

3A

3A

3A

4A1A

1A

1A

2A

2A

2A

S11

T.O PLATE185' - 2 1/4"

13

'-2

1/2

"9

'-1

0"

9'-1

0"

8'-8

3/4

"3

'-4

3/4

"

45

'-0

"8

'-6

"

4A 1A 1A

08.0408.04 08.04

03.02

REGIS

TERED ARCHITE

CT

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ON1949

THOMAS MOISAN

PORTLAND, OREGON

PUBLISHED:

JOB:

DRAWN:

CHECKED:





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10/23/2012

112500

EXTERIORELEVATIONS


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

2 EAST ELEVATION

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

1 SOUTH ELEVATION

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

3 NORTH ELEVATION

ELEVATIONS KEYNOTES

03.01 CONCRETE PLANTER

03.02 EXPOSED CONCRETE, SMOOTH FINISH, SCORE LINES ASINDICATED

04.01 BRICK VENEER

05.01 PAINTED METAL DECK & RAIL

05.02 PAINTED METAL CANOPY WITH RECLAIMED WOOD SOFFIT

05.03 METAL SWING GATE WITH MESH SCREEN INFILL

06.01 EXTERIOR SYNTHETIC TRIM, PAINTED SLATS

07.01 CEMENTITIOUS PANEL

07.02 FIBER CEMENT PANEL

07.03 METAL COMPOSITE PANEL

07.04 PREFINISHED METAL CAP

07.05 MULTI-VENT CAP. SEE DETAIL 24/A4.21

08.01 ALUMINUM STOREFRONT SYSTEM

08.02 VINYL WINDOWS

08.03 ALUMINUM OVERHEAD DOOR WITH GLAZED LIGHTS

08.04 LOUVER PER MECHANICAL

22.01 ROOF DRAIN WALL SCUPPER @ 8''-0" ABOVE F.E

22.02 OVERFLOW WALL SCUPPER

1 1

DATE DESCRIPTION

11/07/2012 ADDENDUM#1

1

1

2

A3.24E

A4.04

10

LEVEL 1143' - 7"

PARKING132' - 1"

1


LEVEL 3 TO SHTG166' - 7 1/2"

LEVEL 2 TO SHTG156' - 9 1/2"

LEVEL 4 TO SHTG176' - 5 1/2"

T.O PLATE185' - 2 1/4"

3'-4

3/4

"8

'-8

3/4

"9

'-1

0"

9'-1

0"

13

'-2

1/2

"1

1'-6

"

7'-8

"

+138.54'

R.O

5'-7

1/2

"2

'-1

"

R.O

5'-7

1/2

"2

'-1

"

24

U

V

6

2

R.O

5'-7

1/2

"2

'-1

"

19

A4.23

16

3" / 12"

A4.21

22

A4.21

23

A4.04

9

7'-5

"

B.O HEADER

PR

OP

ER

TY

LIN

E

LEVEL 1143' - 7"

PARKING132' - 1"

A

LEVEL 2 TO SHTG156' - 9 1/2"

13

'-2

1/2

"2

'-0

"9

'-6

"

1'-8

"4

"7

'-8

"

19

A4.11

23

WATERSTOP

PERIMETERDRAIN

1

CLR

HT

13

'-0

"

3-HR CONC LID

3-HR CMU WALL

1-HR FLOOR /CEILING ASSEMBLY

U

A4.03

19

PR

OP

ER

TY

LIN

E

H4

CMU WALL TO INFILL GAP BETWEENREQUIRED CONUIT ENCASEMENTAND GARAGE FLOOR SLAB

RED CONC ENCASEDELECTRICAL CONDUITS

1

A4.11

VER

IFY

5'-0

" +

/-2

'-4

"LEVEL 1143' - 7"

783

A3.24

6

A5.22

5

A5.22

19

A4.03

21

A4.03

23

A4.03

18

A4.03

12

A4.03SIM

19

A4.03

5

A4.03

REGIS

TERED ARCHITE

CT

STA

T EOF ORE G

ON1949

THOMAS MOISAN

PORTLAND, OREGON

PUBLISHED:

JOB:

DRAWN:

CHECKED:





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:16

PM

10/23/2012

112500

ENLARGEDELEVATIONS &WALLSECTIONS


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3/8" = 1'-0"A3.24

1 ENLARGED WEST ELEVATION 3/8" = 1'-0"A3.24

2 WALL SECTION THROUGH GARAGE RAMP 3/8" = 1'-0"A3.24

3 WALL SECTION THROUGH VAULT

3/8" = 1'-0"A3.24

4 ENLARGED NORTH ELEVATION

1

DATE DESCRIPTION

11/07/2012 ADDENDUM#1

1A

RO

3'-4"

RO

6'-1"

3A2A 4B1B 2B 4A

RO

3'-4"

RO

6'-1"

5'-7

1/2

" R

O2

'-1

" T

YP

4'-4

" R

O

AT

PLA

NT

ER

S

3'-1

0"

HEIG

HT

RO

2'-0"

RO

3'-4"

RO

3'-4"

TO SHTHG

TO CONC

1'-0

"7

'-2

" R

O

2'-1

"5

'-7

1/2

" R

O

5A 5B 5C

RO

9'-8"

RO

9'-8"RO

3'-4"

AT COURTYARD ALIGNHEAD OF WINDOWSWITH DOORS 5B, 5C

8'-2

" R

O

7'-8

1/2

" R

O

3B

RO

2'-0"

INTEGRAL LOUVER CONNECTION FORFUTURE PORTABLE A/C UNIT. PROVIDE (10)WINDOWS AS EXTRA STOCK (TO REPLACE 3AUPON REQUEST)

EXCEPT ATCOURTYARD

LEVEL 1143' - 7"

(2) EQ

S01

9'-8" RO

10

'-2

" R

O

S03

10'-0" RO

3'-0

3/4

"6

'-7

1/4

"6

"

EQ EQ

S04

(4) EQ

12'-9" RO

(2) EQ

3'-0

3/4

"5

'-5

1/4

"1

'-2

"6

"

S05

(3) EQ

9'-8" RO

(2) EQ

3'-0

3/4

"5

'-5

1/4

"1

'-8

"

S06

(2) EQ

6'-1" RO

(2) EQ

3'-0

3/4

"6

'-7

1/4

"

10

'-2

" R

O

LEVEL 1143' - 7"

S08

5'-6" RO

S09

9'-8

"

(2) EQ

5'-6" RO

S11

8'-7

"6

"

6'-5" RO

S10

9'-8" RO

(2) EQ

S12

4'-9" RO

(2) EQ

3'-6

3/4

"7

'-7

1/4

"6

"

11

'-8

" R

O

LEVEL 1143' - 7"

S13

(4) EQ

13'-11" RO

1'-0

3/4

"6

'-7

1/4

"6

"

S15

6'-5" RO

S16

8'-2

" R

O

4'-9 1/2" RO

S07

(2) EQ

5'-9 1/2" RO

6"

6'-7

1/4

"

(2) EQ

3'-0

3/4

"

F - FLUSH 2F - DOUBLE FLUSH

BF - BI-FOLD 2BF - DOUBLE BI-FOLD

PKT - POCKET BP - BI-PASS FG - FULL-GLASS(IN UNIT) - GL-6

BD - BARN DOOR - GL-6

6"

1'-0

"

6" 6"

6"

8"

6"6"

FG-SF- FULL-GLASS@ STOREFRONT(PROVIDE CUSTOMWOOD/STEEL PULLSAT ALL)

6"

10

"

5" 5"

MS - SLIDER

GENERAL NOTES

1. GL-1 AT STREET FACING FACADES.

2. GL-2 AT COURTYARD FACING FACADES.

3. ALL STOREFRONT GLAZING GL-3 UNLESS NOTED OTHERWISE.

4. TEMPERED SAFETY GLAZING PER OSSC 2406.4, GLAZINGCONTRACTOR RESPONSIBLE FOR CONFIRMING ALL SAFETY GLAZINGREQUIRED.

S50

10'-8"

EQ EQ

S51

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

11'-1"

S52

EQ EQ

12'-4"

S53

4'-8"

S54

6'-4" 10'-8"

EQ EQ

S55S56

TY

P A

LL IN

T S

TO

REFR

ON

T, U

NO

9'-0

"

2'-0 1/8"

LEVEL 1143' - 7"

S57

8'-0

"2

'-0

"

3'-6"

REGIS

TERED ARCHITE

CT

STA

T EOF ORE G

ON1949

THOMAS MOISAN

PORTLAND, OREGON

PUBLISHED:

JOB:

DRAWN:

CHECKED:





™

8680 N

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C:\

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11

/8/2

01

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:46

:27

PM

10/23/2012

112500

WINDOW/DOORSCHEDULE


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1/4" = 1'-0"

WINDOW TYPES - VINYL

1/4" = 1'-0"A4.00

2 WINDOW TYPES - STOREFRONT

Door Schedule -UNITS

DoorType Description

DoorStyle

Door Frame HardwareGroup

FireRating CommentsWidth Height Thickness Material Finish Material Finish

A Unit Entry F 3' - 0" 7' - 0" 1 3/4" WD FF HM P 38 20 MIN

A1 Unit Entry F 3' - 0" 7' - 0" 1 3/4" WD FF HM P 38 90 MIN UNIT ENTRY @ UNITS 103 & 104

A2 Unit Entry FG-SF 3' - 0" 7' - 0" 1 3/4" AL FF AL FF 39 NR GL-2 IN DOOR LITE

B Unit Closet BF 2' - 4" 7' - 0" 1 3/8" WD FF WD P 40 NR

B1 Unit Closet BF 2' - 8" 7' - 0" 1 3/8" WD FF WD P 40 NR

B2 Unit Closet BF 2' - 0" 7' - 0" 1 3/8" WD FF WD P 40 NR

C1 Unit Bedroom FG 3' - 0" 7' - 0" 1 3/8" WD FF WD P 41 NR GL-6 IN DOOR LITE

C2 Unit Bedroom F 3' - 0" 7' - 0" 1 3/8" WD FF WD P 41 NR

D1 Unit Bathroom PKT 3' - 0" 7' - 0" 1 3/8" WD FF WD P 43 NR

D2 Unit Bathroom F 3' - 0" 7' - 0" 1 3/8" WD FF WD P 42 NR

E Unit Closet BP 4' - 0" 7' - 0" 1 3/8" WD FF WD P 44 NR

E1 Unit Closet BP 5' - 0" 7' - 0" 1 3/8" WD FF WD P 44 NR

E2 Unit Closet BP 6' - 0" 7' - 0" 1 3/8" WD FF WD P 44 NR

E3 Unit Closet F 2' - 10" 7' - 0" 1 3/8" WD FF WD P 45 NR

F Unit Utility Closet 2BF 5' - 0" 7' - 0" 1 3/8" WD FF WD P 46 NR

F1 Unit Utility Closet BF 2' - 8" 7' - 0" 1 3/8" WD FF WD P 40 NR

F2 Unit Utility Closet F 3' - 0" 7' - 0" 1 3/8" WD FF WD P 41 NR

F3 Unit Utility Closet 2F 5' - 0" 7' - 0" 1 3/8" WD FF WD P 45 NR

Door Schedule - Final

DoorNumber Door Style

Door Frame

Fire RatingHardwa

re CommentsWidth Height Thickness Material Finish Material Finish

PARKING

001a 6' - 0" 7' - 0" 1 3/4" HM P HM P 90 MIN 01

002a 2F 7' - 0" 7' - 0" 1 3/4" HM P HM P 45 MIN 02

003a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 03

004a F 3' - 0" 7' - 0" 1 3/4" HM P HM P NR 04

006a F 3' - 0" 7' - 0" 1 3/4" HM P HM P NR 05

009a F 3' - 0" 7' - 0" 1 3/4" HM P HM P NR 31

ST01-0 F 3' - 0" 7' - 0" 1 3/4" HM P HM P 90 MIN 07

ST02-0 F 3' - 0" 7' - 0" 1 3/4" HM P HM P 90 MIN 07

LEVEL 1

000a 18' - 2" 12' - 0" 2" NR 08 GARAGE GATE. SEE 10/A4.04

128a FG 3' - 0" 7' - 0" 1 3/4" WD ST WD ST 20 MIN 09

129a FG-SF 6' - 0" 7' - 0" 1 3/4" AL FF AL FF NR

129b FG-SF 6' - 0" 7' - 0" 1 3/4" AL FF AL FF NR 11

130a FG-SF 3' - 0" 7' - 0" 2" AL FF AL FF 20 MIN

130b FG-SF 3' - 0" 7' - 0" 2" AL FF AL FF 20 MIN

131a FG-SF 3' - 0" 7' - 0" 2" AL FF AL FF 20 MIN

132a FG-SF 3' - 0" 7' - 0" 1 3/4" AL FF AL FF NR 14

132b F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 26

133a FG 3' - 0" 7' - 0" 1 3/4" WD ST WD ST NR 15 GL-5 IN DOOR LITE

133b BD 4' - 0" 7' - 0" 2" WD ST WD ST NR 16

133c BD 4' - 0" 7' - 0" 2" WD ST WD ST NR 16

133d MS 9' - 0" 8' - 2" 1 3/4" AL/WD FF/ST AL/WD FF/ST NR 16 FF ALUMINUM EXTERIOR, STAIN WDINTERIOR CLADDING TO MATCH

134a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 17

135a F 3' - 6" 7' - 0" 1 3/4" HM P HM P NR 37

136a 3' - 0" 8' - 0" 1 3/4" NR 18 MATCH GARAGE GATE

137a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 45 MIN 19

138a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 23

139a 2F 7' - 0" 8' - 0" 1 3/4" HM P HM P 3 HR 20

139b 2F 7' - 0" 8' - 0" 1 3/4" HM P HM P 3 HR 20

140a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 45 MIN 21

140b F 3' - 0" 7' - 0" 1 3/4" HM P HM P 45 MIN 21

141a 2F 6' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 22

141b F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 26

141c 9' - 0" 10' - 0" 2" P P 08 SECTIONAL DOOR, GL-2 LITES

142a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 03

143a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 23

143b F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 23

143c F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 23

143d FG-SF 3' - 0" 7' - 0" 2" AL FF AL FF NR

144a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 23

145a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 24

146a 2F 5' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 25

146b 2F 5' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 25

147a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 26

147c F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 26

148a FG-SF 3' - 0" 7' - 0" 1 3/4" AL FF AL FF NR 27

149a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 90 MIN 26

149b F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 26

150a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 90 MIN 26

150b FG-SF 3' - 0" 8' - 0" 1 3/4" AL FF AL FF NR 27

151a FG-SF 3' - 0" 7' - 1 1/4" 1 3/4" AL FF AL FF NR 28

151b FG-SF 3' - 0" 6' - 10 3/4" 1 3/4" AL FF AL FF NR 28

E01-1 F 3' - 6" 7' - 0" 1 3/4" HM P HM P 20 MIN 36

E02-1 F 3' - 6" 7' - 0" 1 3/4" HM P HM P 20 MIN 36

ST01-1 F 3' - 0" 7' - 0" 1 3/4" HM P HM P 90 MIN 29

ST02-1 F 3' - 0" 7' - 0" 1 3/4" HM P HM P 90 MIN 29

LEVEL 2

247a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 45 MIN 19

248a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 32

249a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 23

250a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 23

251a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 33

253a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 30

253b F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 30

253c F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 30

253d F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 30

E01-2 F 3' - 6" 7' - 0" 1 3/4" HM P HM P 20 MIN 36

E02-2 F 3' - 6" 7' - 0" 1 3/4" HM P HM P 20 MIN 36

ST01-2 F 3' - 0" 7' - 0" 1 3/4" HM P HM P 90 MIN 07

ST02-2 F 3' - 0" 7' - 0" 1 3/4" HM P HM P 90 MIN 07

LEVEL 3

347a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 45 MIN 19

348a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 32

349a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 23

350a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 23

351a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 33

353a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 30

353b F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 30

353c F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 30

353d F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 30

E01-3 F 3' - 6" 7' - 0" 1 3/4" HM P HM P 20 MIN 36

E02-3 F 3' - 6" 7' - 0" 1 3/4" HM P HM P 20 MIN 36

ST01-3 F 3' - 0" 7' - 0" 1 3/4" HM P HM P 90 MIN 07

ST02-3 F 3' - 0" 7' - 0" 1 3/4" HM P HM P 90 MIN 07

LEVEL 4

447a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 45 MIN 19

449a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 23

450a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 23

451a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 03

453a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 30

453b F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 30

453c F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 30

453d F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 30

454a F 3' - 0" 7' - 0" 1 3/4" HM P HM P 45 MIN 21

E01-4 F 3' - 6" 7' - 0" 1 3/4" HM P HM P 20 MIN 36

E02-4 F 3' - 6" 7' - 0" 1 3/4" HM P HM P 20 MIN 36

ST01-4 F 3' - 0" 7' - 0" 1 3/4" HM P HM P 90 MIN 07

ST02-4 F 3' - 0" 7' - 0" 1 3/4" HM P HM P 90 MIN 07

ROOF

501a F 3' - 0" 7' - 0" 1 3/4" HM P HM P NR 03

502a FG 3' - 0" 7' - 0" 1 3/4" AL FF AL FF NR 35

E01-5 F 3' - 6" 7' - 0" 1 3/4" HM P HM P 20 MIN 36

ST01-5 F 3' - 0" 7' - 0" 1 3/4" HM P HM P 90 MIN 34

ST03-5 F 3' - 0" 7' - 0" 1 3/4" HM P HM P 20 MIN 07

1/4" = 1'-0"A4.00

18 DOOR STYLES

T T

T TT

T T T T T T T T T T T T T T

T T T T T T T T T T TT T

T T

T T T T

T T T

T T T T

T

T T T T TT T

TT

INTERIOR STOREFRONT

EXTERIOR STOREFRONT

EXTERIOR STOREFRONT

EXTERIOR STOREFRONT

T T

PROVIDE FIRE RATED GLAZING SYSTEM AT S50 PROVIDE FIRE RATEDGLAZING SYSTEM AT S54

PROVIDE FIRE RATEDGLAZING SYSTEM AT S53a

PROVIDE FIRE RATED GLAZING SYSTEM AT S55 PROVIDE FIRE RATEDGLAZING SYSTEM AT S57

T

1

1

DATE DESCRIPTION

11/07/2012 ADDENDUM#1

1

VINYL WINDOW

SILL PAN METAL FLASHING WITH END DAMS ATJAMBS. COORDINATE INTERFACE WITHPLANTER FLASHING ON 14/A4.11

HT SAM FLASHING

T.O WALL

SEE WALL SECTIONS

SHIM

SHT MTL FLASHING

DAMPROOFING

VA

RIE

S

3"

TERMINATION BAR

COUNTERFLASHING

SAM

SEALANT

22

1ST FLOOR

21

5"

GROUT FILL

OUTSWING PATIO DOOR

ADA THRESHOLD DOORATTACHEMENT SET IN ABED OF SEALANT

VFY

1"

4" (VERIFY)

METAL ANGLE

SHT MTL SILL PAN FLASHINGW/ END DAMS AT JAMBS

FF SAM FLASHING

FLUID APPLIEDWATERPROOFING

WINDOW RO

THRU WALL FLSHG

6

LAP 3" SAM OVER MTLWINDOW FLSHG

FF SAM WINDOWHEAD FLASHING

INSTALL BLDG WRAP OVERENTIRE WALL SURFACE ANDOVERLAP MTL WINDOWFLSHG

PREFINISHED MTLWINDOW FLASHINGWITH UPTURNEDEND DAMS

INSECT SCREEN

BACKER ROD ANDSEALANT

VINYL WINDOW

SEALANT

ALUMINUM SILLANGLE

FF SAM SILL FLSHG

PREFINISHED MTL FLSHGWITH END DAMS

WINDOW RO

1/2

"

PREFINISHED MTL FLSHGDASHED AT CEMENTITIOUSPANEL CONDITIONWITHOUT SYNTHETICBOARD TRIM BEYOND

SEALANT

SYNTHETIC BOARD TRIMOVER FIBER CEMENTPANEL, PAINTED

TY

P

1/2

"

6

PREFINISHED MTL TRIM

FF SAM JAMB FLSHG

WINDOW RO

7

SAM OVERWINDOW FLANGE

VINYL WINDOWSEALANT


FF SAM JAMBFLSHG

5

WINDOW RO

SAM OVER WINDOWFLANGE


CUSTOM CORNERBRICK

SEALANT

ALUMINUM SILLANGLE

FF SAM SILLFLASHING

WD FILLER

PREFINSHED MTLFLSHG

SHIM

BENT PLATE TO EXTENDTHE WIDTH OF THEDOOR

1/2

"

SEE DETAIL 24/A4.22 FORFLASHING AT TUBEBEYOND

1/2" STEEL SPACERBEVEL TO DRAIN

DOOR TRESHOLDATTACHEMENT SET IN ABED OF SEALANT

3/4

"

5"

2"

BLOCKING

C CHANNEL AND BOLTEDCONNECTION PER STRUCTURAL,GRIND ALL WELDS SMOOTHAND PAINT

NOTCH ANGLE ASREQ. OVER TUBE STEEL

SAM FLSHG LAPOVER MTL WINDOWFLSHG

FF SAM WINDOWHEAD FLASHING

PREFINISHED MTLFLASHING WITHUPTURNED END DAMS

CAVITY VENTSTRIP

INSTALL BLDG WRAP OVERENTIRE WALL SURFACE ANDOVERLAPING WINDOWFLSHG, FOIL TAPE EDGES ATBLDG WRAP

WINDOW RO

CEMENTITIOUS PANELBEYOND

BACKER RODAND SEALANT

FF SAM SILL FLSHG TOEXTEND UP ALUM ANGLE

ALUMINUMSILL ANGLE

PREFINISHEDMTL FLASHINGWITH CLEAT

FLUID APPLIEDWPFG

WINDOW RO

6"

GROUND FLR

6"

BACKER ROD ANDSEALANT OVEREXPANSION JOINTFILLER

SEALANT

DRAINAGEPANEL

6

WINDOW RO

PREFINISHED MTL TRIM

FF SAM JAMB FLSHG

STOREFRONT

BACKER ROD AND SEALANTSEALANT

REGIS

TERED ARCHITE

CT

STA

T EOF ORE G

ON1949

THOMAS MOISAN

PORTLAND, OREGON

PUBLISHED:

JOB:

DRAWN:

CHECKED:





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8680 N

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10/23/2012

112500

WINDOW ANDDOOR DETAILS


ST

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6" = 1'-0"A4.02

21 WINDOW SILL AT PLANTER WALL

6" = 1'-0"A4.02

15 PATIO DOOR THRESHOLD AT COURTYARD

6" = 1'-0"A4.02

5 WINDOW HEAD AT FCP

6" = 1'-0"A4.02

23 WINDOW SILL AT FIBER CEMENT PNL (SLATS)

6" = 1'-0"A4.02

17

WINDOW JAMB ATCEMENTITIOUS/FIBER CEMENT PNL

6" = 1'-0"A4.02

12 WINDOW JAMB AT BRICK

6" = 1'-0"A4.02

3 DOOR AT BALCONY

6" = 1'-0"A4.02

1 STOREFRONT WINDOW HEAD

6" = 1'-0"A4.02

19 STOREFRONT WINDOW SILL

6" = 1'-0"A4.02

7 STOREFRONT WINDOW JAMB

DATE DESCRIPTION

11/07/2012 ADDENDUM#1

1

4"

MA

X

12

'-0

"5

"

20'-0"

10

"EQ

1"

EQ

1"

EQ

1"

EQ

10

"

6x4x1/4 HHSHEADER

10x2x1/4 HHSTOP & BOTTOMRAIL

6x2x1/4 HHSVERTICAL RAIL

2x2x3/16 STLANGLE

METAL MESHTO BE SELECTED

6x6x1/4 HHS POST

STL EMBED, SEE5/S5.01 FOREMBED CONN.

CEMENTITIOUSPANEL SOFFIT OVER2x FRAMING

CEMENTITIOUSPANEL OVER 2x4STUDS

BOTTOM OFFLR/CL ASSEMBLY

GLU-LAM FLOOR JOIST

T.O SHTG (2ND FLR)156' - 9 1/2"

7'-5

"5

'-9

1/2

"

B.O HEADER151' - 0"

T.O SLAB (1ST FLR)143' - 7"

EXTERIOR

6" 6"

A4.11

10

A4.04

15

16

A4.04

VERIFY

18'-2"

5'-4

"

TYP.

3/16

TYP.

TYP.

TYP.

3/16

6x4x1/4 HSSHEADER

SEALANT

CEMENTITIOUS PANELSOFFIT

INSECT SCREEN

2x WD STUDS

6x6x1/4 HSS POSTBEYOND

10x2x1/4 HSS TOP RAIL

2x2x3/16 STL ANGLE

WELDED WIRE MESH

1/2"

1/2

"

2x2x3/16 STL ANGLE

WELDED WIRE MESHWRAP AROUND STLANGLE PANEL FRAME

VER

IFY

WW

M P

AN

EL

1"

6"

6X2X/14 HSS VERTICAL RAIL

HINGE BY GATE MFR

6x6X1/4 HSS POST

VERIFY

6X2X1/4 HSS VERTICAL RAIL

SENSOR GATE GUARD

WWM WRAPPEDAROUND STL ANGLEPANEL FRAME

HEAVY DUTY / HIGHTRAFFIC SWINGOPERATOR. VERIFYTYPE AND CLEARANCES

LEVEL 1143' - 7"

LEVEL 2156' - 11"

KNIFE PLATECONNECTION, TYP.

PATINA COPPERSHEET METAL

PAINTED STEEL TUBE ANDPAINTED FLAT BAR, WELDEDAND GROUND SMOOTH,TYP.

6'-9"

4 1/2" 2'-0" 10" 1'-7 1/2" 1'-6 1/2" 4 1/2"

10

'-7

1/2

"

11

1/4

"1

'-1

"1

'-1

1"

11

1/4

"6

"1

'-7

3/4

"6

"1

'-5

"1

'-1

"6

1/2

"

1"x3"x1/8" STL TUBEHORIZONTALS

1"x4"x1/8" STL TUBEVERTICALS

1"x1" STL FLAT BAR

1"x1" COR-TEN WEATHEREDSTEEL FLAT BAR

KNIFE PLATECONNECTION,TYP.

PATINA COPPER SHEETMETAL, BOLTED TOWELDED TABS ONPAINTED STEEL FRAME

PAINTED STEEL TUBE ANDPAINTED FLAT BAR, WELDEDAND GROUND SMOOTH,TYP.

COR-TEN WEATHEREDSTEEL FLAT BAR, BOLTEDTO PAINTED STEEL FRAME

REGIS

TERED ARCHITE

CT

STA

T EOF ORE G

ON1949

THOMAS MOISAN

PORTLAND, OREGON

PUBLISHED:

JOB:

DRAWN:

CHECKED:





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10/23/2012

112500

GARAGE GATEDETAILS


ST

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1/2" = 1'-0"A4.04

10 GARAGE GATE 3" = 1'-0"A4.04

9 GATE_HEAD

3" = 1'-0"A4.04

15 GATE_INFILL PANEL 3" = 1'-0"A4.04

16 GATE_JAMB

3/4" = 1'-0"A4.04

7 STEEL AND COPPER TRELLIS

A4.04

20 STEEL AND COPPER TRELLIS -3D

1

1

1

1

1

DATE DESCRIPTION

11/07/2012 ADDENDUM#1

22

T.O SLAB/FLR

FE 143'-7"

21

5"

7

SAM FLASHING

FIBER CEMENT PANEL

FLUID APPLIED WATERPROOFING

INSECT SCREEN

DRAIN BD

CONC PAVER

FCP 'J' TRIM

SHT MTL COVER

21

T.O SLAB/FLR BEYOND

FE 143'-7"

SEE L

AN

DSC

AP

E F

OR

PLA

NT

ER

HEIG

HT

S3

"

T.O PLANTER

VARIES

COUNTERFLASHING

DAMPROOFING

DRAIN BD/PROTECTION BD


SELF-LEVELING CONCTOPPING AT FLOW-THRU PLANTERBOTTOM

PERFORATED PIPE

T.O CURB EL 143'-4" (UON)

SEE LANDSCAPE DWGS

CAST-IN CONC REGLET

REBAR PER STRUCTURAL

(2) #4x CONT. TOPAND BOTTOM

#4 x @ 16" O.C., TYP.

#4 HORIZ. @ 16" O.C. TYP.

(2) #4 CONT.@ CURB

TY

P.

2"

6"

REQ

.

T.O SLAB/ FLR BEYOND

21

3"

SEE L

AN

DSC

AP

E F

OR

PLA

NT

ER

HT

T.O PLANTER

TERMINATION BAR

DAMPROOFING

DRAIN BD/PROTECTION BD

PERFORATED PIPE TODISCHARGE AT COURTYARDMAIN DRAINS. SEELANDSCAPE FOR DETAIL

BLOCK OUT AT CURBFOR PERFORATED PIPE.APPLY FAWP ALL SIDESOF BLOCKOUT ORPROVIDE PIPE SLEEVEAND APPLY FAWPAROUND PIPE

T.O CURB EL 143'-4" (UON)

SEE LANDSCAPE DWG


#4 x @ 16" O.C., TYP.


6"

REQ

.

(2) #4 CONT. TOP &BOT. WHERE CURBEXCEEDS 8" IN HEIGHT

TY

P.

2"

21

T.O SLAB/FLR

5"

7

SAM FLASHING

THRU WALL METALFLASHING W/ CONT CLEAT

FLUID APPLIEDWATERPROOFING (FAWP)

INSECT SCREEN

DRAIN BD / PROTECTION BD

HT SAM FLASHING EXTENDUP STUD WALL 6" MIN

SHT MTL FLASHING(3x3xLENGTH) FORSAM SUPPORT

TERMINATION BAR

COUNTERFLASHING

VA

RIE

S3

"

DAMPROOFING

SAM OVERLAP FAWP


#4 x @ 16" O.C., TYP.

6"

REQ

.


SIM METAL GUARDRAIL

LEVEL 1

T.O SLAB BEYOND

MA

X

4"

.3' -

6"

VA

RIE

S

CONC WALL

CONC SIDEWALK/(GROUND COVERAT SIM LOCATION)

CONCSIDEWALK

BACKER ROD AND SEALANTOVER EXPANSION JOINT FILLER


STRUCTURAL FOAM

WATERSTOP

TERMINATIONBAR

UNCURED NEOPRENEFLASHING MEMBRANETRANSITION

DAMPROOFING

DRAINAGEPANEL

BENTONITEWATERPROOFING

TERMINATIONBAR AS REQ'D

PROVIDE BLOCKOUTS ATCURB TO ALLOW FORDRAINAGE. APPLY FAWPAT ALL SIDES OFBLOCKOUT

CRICKETSBEYOND

EMBED PLATE

A4.22

23


#4 x @ 16" O.C., TYP.

#4 HORIZ. @ 16" O.C.NOTE: PROVIDEHORIZ. EA. FACEWHERE WALL HTEXCEEDS 4'-0"

6"

REQ

.

WA

LL H

EIG

HT

NOTE: PROVIDE DOWELEA. FACE WHERE WALLHT EXCEEDS 4'-0"

(2) #4 CONT. TOP &BOT. WHERE CURBEXCEEDS 8" IN HEIGHT

LEVEL 1

T.O SLAB BEYOND

TERMINATION BAR

DAMPROOFING

DRAIN BD

WEEP HOLES @ 24" OC

CONC SIDEWALK

1' -

8".

VARIES

CONCRETE PLANTER

STRUCTURAL FOAMOVER VAULTED AREAS(OR COMPACTED FILL)

(2) #4x CONT. TOP

#4 x @ 16" O.C.

9"

15

"

(1) #4 CONT. HORIZ.@ MID. HT. TYP.

#4 @ 16" O.C. TYP. EA. WAY

DRAIN BOARD

EXISTING CONCRETESIDEWALK

CONC SIDEWALK

BACKER ROD AND SEALANTOVER EXPANSION JOINT FILLER

WATERSTOP

DRAINAGEPANEL

BENTONITEWATERPROOFINGTO OVERLAP FAWP12" MIN

FAWP PRE-STRIP


FLUID APPLIEDWATERPROOFING (FAWP)PERIMETER SEAL COAT

NOTE:FOLLOW MANUFACTURER'SRECOMENDED INSTALLATIONAND SPECIFIC DETAILS

7

DAMPROOFING INSIDEPLANTER WALL

CONC PLANTER WALL

INSULATION BD

SAM


PREFINISHED ENDTRIM / FLASHING

SURFACE DECK DRAIN WITHSLOTTED ARCHITECTURALPAVER. SEE LANDSCAPE

FLUID APPLIEDWATERPROOFINGEXTEND INTORECEIVER AND CLAMP

DRAINAGE PANEL

PT SLAB

COURTYARD DRAIN

FORM LEVEL AREAAROUND DRAIN

21


WATERSTOP

TERMINATIONBAR

UNCURED NEOPRENEFLASHING MEMBRANETRANSITION

DRAINAGEPANEL

BENTONITEWATERPROOFING

7

WALL SCUPPER

SAM FLASHINGSEE SHEET A4.01 FOR TYPFLASHING FOR WALLPENETRATIONS

SEALANT

INSULATED RD/ODLEADER PIPE

CONDUITS PER MEP

TYP.2" CLR.

CONCRETE CONDUIT ENCASEMENT.PROVIDE 2" CLR SPACING BETWEENCONDUITS & 2" CLR MIN. FROMEDGE OF CONDUIT TO CONCRETEENCASEMENT, TYP.

TYP.

2" CLR.

SLAB PER PLAN

VER

IFY

5'-0

" +

/-

TY

P.

2"

CLR

.

#5 HORIZ. @12" OC EA. FACE

(1) #5x CONT.@ EA. FACE

#5 x @ 12" OC

REQ

.

9"

REGIS

TERED ARCHITE

CT

STA

T EOF ORE G

ON1949

THOMAS MOISAN

PORTLAND, OREGON

PUBLISHED:

JOB:

DRAWN:

CHECKED:





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:36

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10/23/2012

112500

EXTERIORDETAILS


ST

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TH

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GR

OU

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LC

3" = 1'-0"A4.11

8 FCP AT PATIO DECK

3" = 1'-0"A4.11

10 FLOW-THRU PLANTER AT COURTYARD 3" = 1'-0"A4.11

12 PLANTER AT COURTYARD

3" = 1'-0"A4.11

14 PLANTER WALL @ EXTERIOR WALL

3" = 1'-0"A4.11

24 GUARDRAIL @ PHILADELPHIA

3" = 1'-0"A4.11

16 PLANTERS AT PHILADELPHIA LIVE/WORK

3" = 1'-0"A4.11

23 CONCRETE WALL AT SHORING

3" = 1'-0"A4.11

13 PLANTER WALL AT FCP (PLAN)

3" = 1'-0"A4.11

19 COURTYARD DRAIN 3" = 1'-0"A4.11

22 WP AT CONC VAULT

3" = 1'-0"A4.11

7 WALL SCUPPER

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

1 ELECTRICAL CONDUIT ENCASEMENT

1

1

1

1

1

1

DATE DESCRIPTION

11/07/2012 ADDENDUM#1

T.O SHTG - 2nd FLOORSEE WALL SECTIONS

CORNER SAM FLASHING

SHT MTL FLASHING

CAVITY VENT STRIP

FCP 'J' TRIM

DOUGLAS FIR CEILINGPANELS

7

23B

STL BEAM -SECONDARY MEMBER

SEE W

ALL S

EC

TIO

N

B.O HEADER

1x WOOD TRIM

BLDG WRAP


DOUGLAS FIRCEILING PANELS

U23B

FIREBLOCKING

EF MOULDING

SPRAY INSULATION

BATT INSULATION -INFILL CAVITY

BACKER ROD AND SEALANT


D 23B

SEE W

ALL S

EC

TIO

N

B.O FAUX BEAM

DOUGLAS FIRCEILING PANELS

FRT WD PLATE

1-HR SPRAY-ONFIREPROOFING AT PRIMARYSTRUCTURAL BEAMS

2 1/2" FURRING STUDSW/ BATT INSULATION

1x WOOD TRIM

VAPOR RETARDER

1'-5"

1-HR COLUMNPROTECTION AT STLPOST PER GA FILENO. CM1451

1x WOOD TRIM

MATCH FAUX BEAM ABOVE

1'-8

"

VENT CAVITY

VENTCAVITY

VENTCAVITY

VENT CAVITY

7

FF SAM PENETRATIONFLASHING

SHT MTL COLLAR

SEALANT

PREFINISHED SHTMETAL VENT CAP

MECH VENT / DUCT

INSECT SCREEN


SOFFIT

SHT MTL FLASHING

T.O SHTG - 2nd FLOOR

SEE WALL SECTIONS

SHT MTL FLASHING

CAVITY VENT STRIP

GL BEAM(SECONDARY MEMBER)

6 23A

SAM CORNERFLASHING

1'-1

"

PLYWOOD FILLER STRIP

CEMENTITIOUS PANEL(AT SIM LOCATIONSOMIT CEMENTITIOUSPANEL AND ADD ADROPPED MTL SOFFITTO ALIGN W/ BOTTOMOF ADJACENT CANOPY BACKER ROD

AND SEALANT

23A U

FIREBLOCKING

MOULDING

BUILDING WRAP

RESILIENTCHANNEL

SPRAYINSULATION

T.O SHTG - 2nd FLOOR

SEE WALL SECTIONS

CAVITY VENTSTRIP

7 U

1-HR SPRAY-ONFIREPROOFING AT STLBEAMS OF PRIMARYSTRUCTURE

(2) LAYERS OF GYP BDOVER FURRING STUDS

EFMOULDING

SHT MTLFLASHING

CEILING PER REFLECTEDCEILING PLANS

FIREBLOCKING ATINTERSECTION W/ CEILING

1'-2"

SAM FLASHING


CORNER SAM FLASHING

SHT MTL FLASHING

CAVITY VENT STRIP

FCP 'J' TRIM

7

23B

SPRAY - ONFIREPROOFING ATPRIMARY STL BEAMS

SEE W

ALL S

EC

TIO

N

B.O HEADER

1x WOOD TRIM

FILL CAVITY COMPLETELYWITH BATT INSULATION

1'-4"

COLUMN BEYOND

1-HR COLUMNPROTECTION AT STLPOST PER GA FILENO. CM1452

1x6 WOOD BASE

VENTEDCAVITY

VENTEDCAVITY

WOOD DECKING

1'-3"

EMBED PLATE PERSTRUCTURAL

ENCASE COL.. INCONCRETE CURB

1-HR COLUMNPROTECTION AT STLPOST PER GA FILENO. CM1451,DETAIL 4/A.2.00C

3 3

/4"

7

21

5

SAM FLASHING

THRU WALL METALFLASHING W/ CONTCLEAT

FLUID APPLIEDWATERPROOFING (FAWP)

WEEPS @ 24" OC

DRAIN BD /PROTECTION BD

HT SAM FLASHING

SHT MTL FLASHING(3x3xLENGTH) FORSAM SUPPORT

TERMINATION BAR

COUNTERFLASHING

3"

DAMPROOFING

SAM TO OVERLAP FAWP

T.O PLANTER WALL

6"

T.O SLAB

VA

RIE

SSEE S

HT

A1

.01

EXTERIOR

INTERIOR

FCP OUTSIDE CORNER TRIM

PT FURRING STRIPS WITH #10 x 3 1/2" SS STL WOODSCREWS AT 12" OC

7

FCP REVEAL TRIM 7

PT FURRING STRIPSWITH #10 x 3 1/2" SS STLWOOD SCREWS AT 12"OC

FCP INSIDE CORNERTRIM

SAM CORNERREINFORCEMENT

7

PT FURRING STRIPSWITH #10 x 3 1/2" SSSTL WOOD SCREWSAT 12" OC

FCP HORIZONTALREVEAL TRIM

7

PT FURRING STRIPSWITH #10 x 3 1/2" SSSTL WOOD SCREWSAT 12" OC

BLOCKING/ NAILER

REGIS

TERED ARCHITE

CT

STA

T EOF ORE G

ON1949

THOMAS MOISAN

PORTLAND, OREGON

PUBLISHED:

JOB:

DRAWN:

CHECKED:





™

8680 N

IV

AN

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EPO

RTLA

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:40

PM

10/23/2012

112500

EXTERIORDETAILS


ST

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3" = 1'-0"A4.21

2 SOFFIT 01 3" = 1'-0"A4.21

6 SOFFIT 02 3" = 1'-0"A4.21

4 FAUX WOOD BEAM

3" = 1'-0"A4.21

10 FAUX WOOD COLUMN

3" = 1'-0"A4.21

24 VENT CAP 3" = 1'-0"A4.21

22 SOFFIT AT BAY 01 3" = 1'-0"A4.21

23 SOFFIT AT BAY 02 3" = 1'-0"A4.21

20 BEAM AT EXTERIOR WALL

3" = 1'-0"A4.21

1 RATED BEAM AT SOFFIT

3" = 1'-0"A4.21

16 STL POST BASE AT COURTYARD

3" = 1'-0"A4.21

12 STL POST AT EXT WALL

3" = 1'-0"A4.21

19 PLANTER WALL AT PHILADELPHIA CORNER

3" = 1'-0"A4.21

7

EXTERIOR CORNER AT FIBERCEMENT PANEL (FC)

3" = 1'-0"A4.21

8 VERTICAL REVEAL AT FC PANEL 3" = 1'-0"A4.21

9 INTERIOR CORNER AT FC PANEL

3" = 1'-0"A4.21

13

HORIZONTAL REVEAL AT FIBERCEMENT PANEL

1

DATE DESCRIPTION

11/07/2012 ADDENDUM#1

WD-1

REV

EA

L T

YP

1"

PL-3 ON 1/2" F.R. PLYWOOD

BASE AS SCHEDULED

1"

REV

EA

L

FACE OF CEILING

1/2

" R

EV

EA

L

3'-0

"

VERIFY

2'-0"

4"

1'-6"

1'-0

"6

"

1'-6

"

WRAP FABRIC OVER BACK

2x WOOD FRAMING

SINUOUS WIRE SPRINGS

F-2 FABRIC OVER FIRMFOAM AND BATTING

SINUOUS WIRE SPRINGS

BLOCKING AS REQ'D

3/4" SOLID WOODB-2 BASE

FINISHED FLOOR,SHIM BENCH ASREQUIRED TOLEVEL

NOTE: ALL FOAM TO BE COMMERCIALGRADE FLAME RESISTANT

WD-2 FINISHED SIDE PANELS

SS-1 COUNTERTOPAND SIDE RETURN

CONTINUOUS 4" H BASERAIL WITH STRETCHERSAT 24" O.C.

FINISHED FLOOR - SHIM ASREQ. TO LEVEL

BASE PER FINISHSCHEDULE - SCRIBE TO FITAFTER FLOORINGINSTALLATION

PARTIAL HEIGHTWALL

STEEL SUPPORTBRACKET

3'-0"

2'-1

0"

1'-0"

PULLS PER SPEC

MANUFACTURER'SCABINET

BLACK EDGE BAND ATEXPOSED PLYWOOD EDGE

CONCRETE FLOOR DIRECT GLUE CARPET

CARPET ADHESIVE

DIRECT GLUED CARPET

TRANSITION STRIP

CONCRETE FLOOR

CENTER OF DOOR(WHERE APPLICABLE)

PAINTED GYP. BD.

MAILBOX UNIT

BASE AS SCHEDULED

MA

X

4'-0

" A

FF

VERIFY

1'-5"

CEILING

PROVIDE 3 1/2" X 31/2" TS SUPPORTSAT 4' O.C. FORLENGTH OF WALL

SEE E

LEV

AT

ION

S

STOREFRONTENTRY DOOR

ADA THRESHOLD SET INCONT. BED OF SEALANT

RECESSED ENTRY GRILLE

BACKSPLASH ANDCOUNTERTOP PER SPEC.

FACE OF WALL

4" BACK RAIL

ADA FAUCET, LEVEL CONTROL

SINK DEPTH TO FIT WITHINALLOWABLE EQUIP. AREA

WRAP SUPPLY AND DRAINPIPES WITH INSULATION

NOTE: ALL REMOVABLE ITEMSSHALL BE REMOVABLE WITHOUTTHE USE OF SPECIALIZED TOOLSOR KNOWLEDGE

FINISH ADJACENT CABINET, BACKWALL AND FLOOR INSIDE CABINET

LINE OF CABINET AND TOEKICKBEYOND

PULLS PER SPEC

2'-3

" M

IN. C

LR

.

6" MIN.

8" MIN.

MANUFACTURER'SCABINET2

'-1

0"

TO

TO

P O

F R

IM

NOTE: 30" MIN. CLEAR WIDTHUNDER CABINET

9"

MIN

2'-0"

SACKED ANDSMOOTHEDCONCRETE HEARTHWITH EASED EDGES

LINEAL DOUBLE SIDEDFIREPLACE UNIT

WP-1 FACE ANDSIDES

COMMONROOM

LOBBY

NON-COMBUSTIBLEFRAMING AS REQ.

2 1/2"x1/8" BLACK STEELAT ALL SIDES OFFIREPLACE OPENING

1'-6

"

8"

1'-6

"

8"

2 1/2" x 1/8" BLACK STEELAT ALL SIDES OFFIREPLACE OPENING

TY

P.

1 1

/2"

REV

EA

L

FACE OF DEMISING WALL

(2) CONTINUOUS 4" H BASE RAILSWITH STRETCHERS AT 24" O.C.


BASE PER FINISH SCHEDULE -SCRIBE TO FIT AFTER FLOORINGINSTALLATION

PULLS PER SPEC

1'-6

"

2'-1"

WD-3 AT ALL EXPOSED SIDES OF CASEWORK

WP-1 AT WALL ABOVE CASEWORK

1"

4 5/8"

4"

FLAT SCREEN TV ON WALLBRACKET INSIDE NICHE SHOWNDASHED. REFER TO ELEVATIONSFOR DIMENSIONS OF NICHE

WP-1 WRAPS INTO NICHE AND ENDS AT BACK WALL

PAINT BACK WALL OF NICHE P-7

GYP BD CEILING

WP-2PANELS BOTTOM ANDSIDES, MITEREDAT EDGE FORSOLID APPEARANCE

HT

. P

ER

CEIL

ING

PLA

N

Z-CLIPS, TYP.

CEIL

ING

PLA

N

HEIG

HT

PER

(2) CONTINUOUS 4" HBASE RAILS WITHSTRETCHERS AT 24" O.C.FINISHED FLOOR -SHIM AS REQ. TOLEVEL

WD-3 AT BASE - SCRIBETO FIT

PULLS PER SPEC

WP-1 AT SIDESAND FRONT OFCASEWORK

PAINTED GYP BD WALL

1"

4"

3"

2'-1

0"

RECESSED LIGHTAT SOFFIT

WP-1 AT FACE OFHINGED CASEWORKDOOR. CONCEALHINGE FROM VIEW ASMUCH AS POSSIBLE

4"

BLACK MELAMINE ATINTERIOR SIDES OFCASEWORK

BLACK MELAMINE ATUNDERSIDE OFCASEWORK SOFFIT

ADA COMPLIANTSINK AND FAUCET

2'-1"

+/- 2'-2 5/8"

(2) CONTINUOUS 4" HBASE RAILS WITHSTRETCHERS AT 24" O.C.


WD-3 AT BASE -SCRIBE TO FIT

PULLS PER SPEC

WP-1 AT SIDES ANDFRONT OF CASEWORK

PAINTED GYP BD WALL

4"

5 1/2"

2'-1

0"

RECESSED LIGHT AT SOFFIT

WP-1 AT FACE OFHINGED CASEWORKDOOR. CONCEALHINGE FROM VIEW ASMUCH AS POSSIBLE

WD-3 AT UNDERSIDEOF EXPOSEDCASEWORK SOFFIT

+/- 2'-2 5/8"

SS-1 AT COUNTERTOPAND BACKSPLASH

2'-0

"8

'-0

" T

O F

INIS

HED

FLO

OR

WP-1 WRAPS INTOSIDES AND BACK OFCASEWORK

SS-1 AT COUNTERTOPONLY

WP-1 AT FACE OFCASEWORK DOORS

8'-0

" T

O F

INIS

HED

FLO

OR

2'-0

"

REGIS

TERED ARCHITE

CT

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ON1949

THOMAS MOISAN

PORTLAND, OREGON

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INTERIORDETAILS -AMENITYSPACES


ST

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3" = 1'-0"A7.01

12 WP-1 WALL

1" = 1'-0"A7.01

2 BUILT-IN BENCH 1 1/2" = 1'-0"A7.01

3 COMMON ROOM ISLAND

6" = 1'-0"A7.01

11 CONC TO CARPET

1 1/2" = 1'-0"A7.01

7 MAILBOX SECTION

6" = 1'-0"A7.01

10 POLISHED CONCRETE TO WALK-OFF GRILLE

1 1/2" = 1'-0"A7.01

4 ACCESSIBLE SINK SECTION

1 1/2" = 1'-0"A7.01

5 LOBBY FIREPLACE SECTION 1 1/2" = 1'-0"A7.01

8 LOWER CABINET DOOR

1 1/2" = 1'-0"A7.01

1 CLG GYP SOFFIT TO WP-2 SOFFIT

1 1/2" = 1'-0"A7.01

6 LOBBY COFFEE BAR

1

1

DATE DESCRIPTION

11/07/2012 ADDENDUM#1

SLIDING DOOR BOTTOM GUIDE

FLOOR FINISH AS SCHEDULED

DOOR

SLIDING DOOR HARDWARE

SLIDING DOOR TRACK

WOOD TRIM - MATCH DOORFINISH

1 1/2"x 1" 18 GA. STEEL ANGLE -ATTACHED TO WALL FRAMINGAND WOOD TRIM

WALL ASSEMBLY PER PLANS

TYP.

3"

DOOR PER SCHEDULE

HOLLOW MTL DOOR FRAME

FIRE TREATED WOOD STUDS

DOOR HARDWARE PER SCHEDULE

WALL TYPE PER PLAN

FLOOR TRANSITION

TYP.

3"

DOOR PER SCHEDULE

WOOD DOOR FRAME

FIRE TREATED WOOD STUDS

DOOR CASING PER SPEC.

DOOR HARDWARE PER SCHEDULE

DOOR CASING PER SPEC.

WALL TYPE PER PLAN

FLOOR TRANSITION

3/4" 3 7/8"

UNIT KITCHEN SHELF

1'-4

"

1'-1

3/4

"

+/- 1'-0"

MANUFACTURERS UPPER CABINET

SUPPORT CABLE ATTACKED1" AT EACH END OF SHELF

WD-1 OR WD-2 LIVE EDGE SHELF

1 1/2" X 1 1/2" X 1/8" STEEL ANGLE

PROVIDE BLOCKING @ WALL

1 1

/2"

BI-FOLD DOOR BOTTOM GUIDE

FLOOR FINISH AS SCHEDULED

DOOR

BI-FOLD DOOR HARDWARE

BI-FOLD DOOR TRACK

WOOD TRIM - MATCH DOORFINISH

WALL ASSEMBLY PER PLANS

FACE OF WALL - PROVIDECONT. BACKING

WIRE SHELVING SYSTEMROD HANGER

VERIFY

1'-6"

.

2'-0" MIN. CLOSET DEPTH

WIRE SHELVING SYSTEM

VA

RIE

S

SEE E

LEV

AT

ION

2'-1"


PROVIDE BACKSPLASH RETURNSUNLESS NOTED OTHERWISE

4" BACK RAIL

FAUCET PER SCHEDULE

SINK PER SCHEDULE

FINISHED FLOOR AND BASEBELOW SINK PER SCHEDULE

PULLS PER SPEC

BASE PER SCHEDULE -SCRIBE TO FIT AFTERFLOORINGINSTALLATION

(2) CONTINUOUS 4" H BASE RAILSWITH STRETCHERS AT 24" O.C.

MANUFACTURER'SCABINET

1'-6"

1/2"

2'-1"


FACE OF WALL

PROVIDE BACKSPLASH RETURNSUNLESS NOTED OTHERWISE

4" BACK RAIL

ADA FAUCET, LEVEL CONTROL

SINK DEPTH TO FIT WITHINALLOWABLE EQUIP. AREA

WRAP SUPPLY AND DRAINPIPES WITH INSULATION

NOTE: ALL REMOVABLE ITEMSSHALL BE REMOVABLE WITHOUTTHE USE OF SPECIALIZED TOOLSOR KNOWLEDGE

FINISH ADJACENT CABINET, BACKWALL AND FLOOR AT REMOVABLEBASE CABINET TO MATCH

REMOVABLE DOORS AND BASE

PULLS PER SPEC

2'-3

" M

IN. C

LR

.

6" MIN.

8" MIN.

MANUFACTURER'SCABINET2

'-1

0"

TO

TO

P O

F R

IM

NOTE: 30" MIN. CLEAR WIDTHUNDER CABINET

9"

MIN

VINYL PLANK OR SHEETLINOLEUM FLOORING

CARPET

CARPET PAD

CARPET

TRANSITION STRIP


VINYL PLANK ORSHEET LINOLEUM

ADHESIVE

VINYL PLANK FLOORING SHEET LINOLEUM

TRANSITION STRIP


VINYL PLANK

ADHESIVE

REGIS

TERED ARCHITE

CT

STA

T EOF ORE G

ON1949

THOMAS MOISAN

PORTLAND, OREGON

PUBLISHED:

JOB:

DRAWN:

CHECKED:





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112500

INTERIORDETAILS -UNITS


ST

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3" = 1'-0"A7.10

1 BI-PASS CLOSET DOOR 3" = 1'-0"A7.10

2 DOOR - HOLLOW METAL JAMB 3" = 1'-0"A7.10

3 DOOR - WOOD JAMB 1 1/2" = 1'-0"A7.10

5 LIVE EDGE SHELF @ UNIT KITCHEN 3" = 1'-0"A7.10

4 BI-FOLD CLOSET DOOR

1 1/2" = 1'-0"A7.10

8 CLOSET COAT ROD AND SHELF 1 1/2" = 1'-0"A7.10

6 LOWER SINK SECTION AT PENINSULA 1 1/2" = 1'-0"A7.10

7 TYPE A ADAPTABLE SINK SECTION

6" = 1'-0"A7.10

11 VINYL PLANK OR SHEET LINOLEUM TO CARPET 6" = 1'-0"A7.10

10 VINYL PLANK TO SHEET LINOLEUM

NOTE: JAMB SIMILAR WITHOUT WOOD TRIM

1

DATE DESCRIPTION

11/07/2012 ADDENDUM#1

A

M

L

1 102 3 4 5 6 7 8 9

B

C

J

K

E

G

F

3/16" / 12"

1/4

" /

12"

3/16" / 12"

1/8

" /

12"

1/4" / 12"

5/1

6" / 1

2"

1/4"

/ 1

2"

1/4" / 12"

1"

/ 12"

1/2

" /

12"

1"

/ 12"

5/8" / 12"

1" / 12"

EXTENT OF STICK PINBATT INSULATION

H

D

AREA INSULATED BY STRUCTURALFOAM INSULATION UNDERTOPPING SLAB

AREA INSULATED BY STRUCTURALFOAM INSULATION UNDERTOPPING SLAB

BIKE PARKING006

WATER/FIRE RISERROOM

003

STAIR 01ST01-00

STAIR 02ST02-00

PARKING000

MAINTENANCE009

DOG WASH004

GENERATOR001

TRASH002

ELEV01

ELEV02

1. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES.

2. ALL EXHAUST TO BE LOCATED AT LEAST 3 FEET FROM ANY

OPENINGS, INCLUDING OPERABLE WINDOWS.

3. SEE A5.10-A5.15 FOR ENLARGED UNIT REFLECTED CEILING PLANS.

4. MINIMUM HEIGHT CLEARANCE IN GARAGE IS 7'-0" (UNLESS PATH

FOR ACCESSIBLE PARKING & LOADING, WHICH IS 8'-2" CLEAR, SEE

LS-02).

5. FIRE PROTECTION TO CONFIRM LOCATION OF SPRINKLER MAIN

IN BASEMENT IS ABOVE INSULATION IN CEILING, OTHERWISE,

PROVIDE HEAT TRACE FOR FULL LENGTH.

6. CORRIDOR CEILING HEIGHT IS 8'-0" U.N.O.

GENERAL NOTES -

REFLECTED CEILING PLANS

LEGEND

RECESSED CAN LIGHT OR WALLWASHER

PENDANT FIXTURE

SURFACE MOUNTED FIXTURE

EXHAUST FAN

LINEAR FLUORESCENT FIXTURE

WALL MOUNTED VANITYFIXTURE, CENTERED ABOVESINK

CUSTOM PENDANT

ALL FIXTURES ARE CENTERED WITHINTHE ROOM THEY SERVE UNLESSOTHERWISE NOTED.

REGIS

TERED ARCHITE

CT

STA

T EOF ORE G

ON1949

THOMAS MOISAN

PORTLAND, OREGON

PUBLISHED:

JOB:

DRAWN:

CHECKED:





™

8680 N

IV

AN

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112500

PARKING LEVELREFLECTEDCEILING PLAN

A8.00PGMP/PERMIT SET 10.23.12

ST

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1/8" = 1'-0"A8.00P

1 PARKING LEVEL REFLECTED CEILING PLAN

1

DATE DESCRIPTION

11/07/2012 ADDENDUM#1

1

A3.11

2

A3.11

A

M

L

1 102 3 4 5 6 7 8 9

3

A3.24

3

A3.11

2

A3.21

3

A3.21

2

A3.22

3

A3.22

3

A3.23

2

A3.23

2

A3.24

B

C

J

K

E

G

F

3

A3.25

2

A3.25

5

A3.25

WP-2 CEILING PANEL

WP-2 CEILING PANEL

WP-2 CEILING PANEL

TYPE BTYPE B

TYPE B

TYPE B

TYPE B

TYPE B

RECESSED STRIPLIGHTING, TYP.AT CANOPIES

RECLAIMEDWOOD DECKING

RECLAIMEDWOOD DECKING

2 HRFLOOR/CLG,ASSEMBLY23C

CONTINUEWALL PANELINGUNDER BAYS

UNDERSIDE OFWOOD DECKINGABOVE AT DECKS

H

D

1

A4.21

4

A4.21

2

A4.21

U1

U1

U1 U1

6'-5

"

2'-0"

TY

PIC

AL

8'-0

"

8'-7"

TYPICAL

8'-0"

2'-0

"

2'-0

"

6'-10"

8'-0

"8

'-0

"

8'-4

"8

'-5

"

2'-0

" 6'-4"

8'-0"

2'-0

"

10'-0"

2'-0

1/8

"

3'-0

"

EQEQ

2'-0

"

1'-8

"

1'-0

"

2'-4"

2'-0"

9'-0"

2 HR CLG USINGASSEMBLY 'X' @9'-0" AFF

10' - 0"

10' - 0"

CONCRETE

5'-5"

2'-0

"

2'-4

"

1'-4"

1. REFER TO ELECTRICAL DRAWINGS FOR LIGHT FIXTURE TYPES.

2. ALL EXHAUST TO BE LOCATED AT LEAST 3 FEET FROM ANY

OPENINGS, INCLUDING OPERABLE WINDOWS.

3. SEE A5.10-A5.15 FOR ENLARGED UNIT REFLECTED CEILING PLANS.

4. MINIMUM HEIGHT CLEARANCE IN GARAGE IS 7'-0" (UNLESS PATH

FOR ACCESSIBLE PARKING & LOADING, WHICH IS 8'-2" CLEAR, SEE

LS-02).

5. FIRE PROTECTION TO CONFIRM LOCATION OF SPRINKLER MAIN

IN BASEMENT IS ABOVE INSULATION IN CEILING, OTHERWISE,

PROVIDE HEAT TRACE FOR FULL LENGTH.

6. CORRIDOR CEILING HEIGHT IS 8'-0" U.N.O.

GENERAL NOTES -

REFLECTED CEILING PLANS

LEGEND

RECESSED CAN LIGHT OR WALLWASHER

PENDANT FIXTURE

SURFACE MOUNTED FIXTURE

EXHAUST FAN

LINEAR FLUORESCENT FIXTURE

WALL MOUNTED VANITYFIXTURE, CENTERED ABOVESINK

CUSTOM PENDANT

ALL FIXTURES ARE CENTERED WITHINTHE ROOM THEY SERVE UNLESSOTHERWISE NOTED.

REGIS

TERED ARCHITE

CT

STA

T EOF ORE G

ON1949

THOMAS MOISAN

PORTLAND, OREGON

PUBLISHED:

JOB:

DRAWN:

CHECKED:





™

8680 N

IV

AN

HO

EPO

RTLA

ND

, O

R 97203

C:\

_R

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12

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10/23/2012

112500

GROUNDFLOORREFLECTEDCEILING PLAN


ST

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LC

1/8" = 1'-0"A8.01

1 GROUND FLOOR REFLECTED CEILING PLAN

TYPE 1

TYPE 1

1

DATE DESCRIPTION

11/07/2012 ADDENDUM#1

1 1

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