808 sw third avenue, suite 300 center, zoom 100% | vector … · 2019. 3. 22. · eb4.03 3rd floor...

ROOM NAME

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

TEMPERED GLAZING

GRAPHIC SCALE

REVISION TAG AND CLOUD

A1

A3.02 3

A1011

SIM

A.1

A1011

SIM

A3.02 1A1C

1D

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A8.01 A8.01

A5.11

A4.11

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0' 2' 4' 8'

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© 2018 OTAK, INC.

PROJECT NUMBER

DATE

REVISIONS

# DATE DESCRIPTION

If this drawing is not 24" x 36", it has been reduced/enlarged. Scale accordingly.

TITLE

STATUS

DRAWN BY CHECK BY

808 SW Third Avenue, Suite 300Portland, OR 97204

503.287.6825www.otak.com

STAMP

CONSULTANT

KB, RH, TJ, AP MN, JG, BF

03 / 11 / 2019

REFER

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05/22/2018

18846

AB0.01

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PERMIT APPLICATION

SYMBOLSVICINITY MAP

DRAWING SHEET INDEXPROJECT INFORMATIONPROJECT TEAMOWNER/DEVELOPER BRIDGE ASSET MANAGEMENT, LLC11575 SW PACIFIC HIGHWAY #225TIGARD, OR 97223PHONE: (360) 870-7760CONTACT: DEREK JON MARTY

STRUCTURAL ENGINEER

ARCHITECT OTAK ARCHITECTS, INC.808 SW THIRD AVENUE, SUITE 300PORTLAND, OR 97204PHONE: (503) 415-2393 FAX: (503) 415-2304CONTACTS: MATTHEW NEISH

GEOTECHNICAL ENGINEERGEO CONSULTANTS NW2839 SE MILWAUKIE AVEPORTLAND, OR 97202PHONE: 503.616.9425CONTACT: BRAD HUPY

LANDSCAPE ARCHITECT OTAK, INC.808 SW THIRD AVENUE, SUITE 300PORTLAND, OR 97204PHONE: (503) 415-2402 FAX: (503) 415-2304CONTACT: GABRIEL KRUSE

CIVIL ENGINEEROTAK, INC.808 SW THIRD AVENUE, SUITE 300PORTLAND, OR 97204PHONE: (503) 415-2416 FAX: (503) 415-2304CONTACTS: BRIAN BALLERINI

DCI ENGINEERS921 SW WASHINGTON STREET, SUITE 560PORTLAND, OR, 97205PHONE: (503) 850-9087 CONTACT: SHIRLEY CHALUPA

GB GRAB BARGPM GALLONS PER

MINUTEGYP GYPSUM

HB HOSE BIBHC-PHB HOLLOW CORE

PRIMEDHARDBOARD

HDR HEADERHDW HARDWAREHM HOLLOW METALHORIZ HORIZONTALHR HOURHVAC HEATING

VENTILATION AND AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

ICBO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS

IN INCHINFO INFORMATIONINSUL INSULATE(D), (ION)INT INTERIOR

JAN JANITOR'S JST JOIST

KDHM KNOCK-DOWN HOLLOW METAL

KIT KITCHEN

LAM LAMINATELAUN LAUNDRYLD LOADLGT LIGHTLN LINENLVT LUXURY VINYL

TILELW LIVE/WORK

MAINT MAINTENANCEMATL MATERIALMAX MAXIMUMMDF MEDIUM DENSITY

FIBERBOARDMECH MECHANICALMEMB MEMBRANEMFR MANUFACTURERMIN MINIMUMMIRR MIRROR(ED)MISC MISCELLANEOUSMO MASONRY

OPENINGMTL METAL

N NORTHNA NOT APPLICABLENIP NOT IN THIS

PACKAGENO NUMBERNR NON RATEDNTS NOT TO SCALE

OC ON CENTEROCC OCCUPANT(S)

OCCUPANCY(IES)OLF OCCUPANT LOAD

FACTOROPP OPPOSITEOPNG OPENINGORD OVERFLOW ROOF

DRAINOSB ORIENTED

STRAND BOARD

OSSC OREGON STRUCTURAL SPECIALTY CODE

OVFL OVERFLOW

PERF PERFORATED, PERFORATE

PLAM PLASTIC LAMINATE

PL PLATE, PROPERTY LINE

PLYWD PLYWOODPNL PANELPNT PAINTPR PAIRPREFIN PREFINISHEDPREPR PRE-PRIMEDPT PRESSURE

TREATED, POST TENSION

R RISER, RADIUSR & S ROD AND SHELFRCP REFLECTED

CEILING PLAN(S)RD ROOF DRAINREF REFERENCEREFL REFLECTEDREFR REFRIGERATORREQD REQUIREDREST RESTROOMRM ROOMRO ROUGH OPENING

SAMF SELF-ADHERING MEMBRANE FLASHING

SD SMOKE DETECTORSF SQUARE FOOTSHTHG SHEATHINGSIM SIMILARSPEC SPECIFICATIONSTD STANDARDSTL STEELSTOR STORAGESTC SOUND

TRANSMISSION CLASS

STRUCT STRUCTURALSV SHEET VINYL

T TREAD,TEMPERED

T & G TONGUE & GROOVE

TB TOWEL BARTEL TELEPHONETG TEMPERED

GLASSTHK THICK,

THICKNESSTO TOP OFTP TOILET PAPERT/S TUB/SHOWERTYP TYPICAL

UL UNLIMITEDUNO UNLESS NOTED

OTHERWISEUNFIN UNFINISHED

VCT VINYL COMPOSITION TILE

VERT VERTICALVRFY VERIFYVS VERSUS

W WASHERW/ WITHWD WOODWH WATER HEATERWIC WALK IN CLOSETWIN WINDOWWP WATERPROOFWR WATER

RESISTANTWRB WATER

RESISTANT BARRIER

ABBREVIATIONS# NUMBER& ANDC CENTERLINEAC ACREACC ACCESSIBLEAED AUTOMATED

EXTERNAL DEFIBRILLATOR

AFF ABOVE FINISH FLOOR

ADJ ADJUSTABLEAHU AIR HANDLING

UNITALUM ALUMINUMAPPROX APPROXIMATEAPT APARTMENT

BD BOARDBDRM BEDROOMBLDG BUILDINGBLKG BLOCKINGBM BEAMBOT BOTTOMBR BEDROOM

CIP CAST-IN-PLACECJ CONTROL JOINTCL CLOSETCLG CEILINGCLR CLEAR(ANCE)CMU CONCRETE

UNIT MASONRYCPT CARPETCOL COLUMNSCONT CONTINUOUSCONC CONCRETECORR CORRIDOR

D DRYERDBL DOUBLEDF DRINKING

FOUNTAINDIA DIAMETERDIM DIMENSIONDN DOWNDR DOORDS DOWN SPOUTDU DWELLING UNITDW DISHWASHERDWG DRAWING

EA EACHEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICALELEV ELEVATOREP ELECTRICAL

PANELEQUIP EQUIPMENTEQ EQUALEXIST EXISTINGEXT EXTERIOR

FCP FIBER CEMENT PANEL

FD FLOOR DRAINFEC FIRE

EXTINGUISHER CABINET

FIN FINISHFLR FLOORFND FOUNDATIONFO FACE OFFOC FACE OF

CONCRETEFOF FACE OF FINISHFOS FACE OF STUDFOW FACE OF WALLFT FEETFTG FOOTING WALLFT FEET

GA GAUGE, GYPSUM ASSOCIATION

GAL GALVANIZED

L

UNIT MIX

NET AREABEDROOMSUNIT TYPE UNIT 0.1 0 375 SF 2

TOTAL UNITS: 19

UNIT 1.1 1 550 SF 2

UNIT 1.1B - TYPE B 1 550 SF 1 UNIT 1.2 1 481 SF 2 UNIT 1.2B - TYPE B 1 481 SF 1 UNIT 2.1 2 768 SF 2 UNIT 2.1B - TYPE B 2 768 SF 2 UNIT 2.2 2 1150 SF 2 UNIT 2.3 2 997 SF 2 UNIT 3.1 3 1254 SF 2

1. THE INFORMATION HEREIN IS OF A PROPRIETARY NATURE AND IS SUBMITTED IN CONFIDENCE FOR USE BY OTAK, INC. CLIENTS ONLY. IT HAS BEEN PREPARED FOR THIS PROJECT AT THIS SITE AND IS NOT TO BE USED FOR ANY OTHER PURPOSE, LOCATION OR OWNER WITHOUT WRITTEN CONSENT OF OTAK, INC. UNAUTHORIZED REPRODUCTION, PUBLICATION OR DISSEMINATION, IN WHOLE OR IN PART, IS EXPRESSLY PROHIBITED. INFORMATION CONTAINED HEREIN REMAINS PROPERTY OF OTAK, INC., AND RECEIPT OR POSSESSION OF THIS INFORMATION CONFERS NO RIGHT IN OR LICENSE TO USE OR DISCLOSE TO OTHERS THE SUBJECT MATTER CONTAINED HEREIN FOR ANY BUT AUTHORIZED PURPOSES. ALL RIGHTS RESERVED. COPYRIGHT 2017.

2. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN OWNER AND CONTRACTOR, CONDITIONS OF THE CONTRACT (GENERAL, SUPPLEMENTARY, AND OTHER CONDITIONS), DRAWINGS, SPECIFICATIONS, ADDENDA ISSUED PRIOR TO AGREEMENT AND MODIFICATIONS ISSUED AFTER EXECUTION OF THE CONTRACT.

3. ANY DOCUMENT IN THIS SET WHICH HAS BEEN PREPARED BY ANY SUBCONTRACTOR, DESIGNER, AND/OR SUBCONSULTANT WHO IS UNDER A CONTRACT DIRECTLY WITH THE OWNER AND/OR CONTRACTOR IS ONLY INCLUDED IN THIS SET FOR PURPOSES OF REFERENCE AND COORDINATION. OTAK DISCLAIMS ALL LIABILITY RELATING TO THE DRAWING AND CONSTRUCTION OF THE IMPROVEMENTS OR SYSTEMS IT DEPICTS EXCEPT AS SPECIFICALLY ASSUMED IN A WRITTEN CONTRACT SIGNED BY OTAK AND THE OWNER.

4. THE DRAWINGS, SPECIFICATIONS AND OTHER DOCUMENTS, INCLUDING THOSE IN ELECTRONIC FORM, PREPARED BY THE ARCHITECT, AND THE ARCHITECT'S CONSULTANTS ARE INSTRUMENTS OF SERVICE THROUGH WHICH THE WORK TO BE EXECUTED BY THE CONTRACTOR IS DESCRIBED. UNLESS INDICATED OTHERWISE, THE ARCHITECT AND ARCHITECT'S CONSULTANTS SHALL BE DEEMED THE AUTHORS OF THEM AND WILL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, IN ADDITION TO THE COPYRIGHTS.

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

6. SLOPE ALL GRADES AT PLANTING AREAS AND SIDEWALKS WITHIN 5' OF A BUILDING AWAY FROM THE BUILDING. IF CONFLICTS OCCUR, NOTIFY ARCHITECT IMMEDIATELY. SEE CIVIL DRAWINGS FOR FINISHED GRADES ADJACENT TO BUILDINGS.

7. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH THE WORK.

8. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS, DO NOT SCALE DRAWINGS, NOTIFY ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.

9. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS AND METHODS AND SHALL MAINTAIN THE STRUCTURAL INTEGRITY OF CONSTRUCTION UNTIL FINAL LATERAL AND VERTICAL CARRYING SYSTEMS ARE COMPLETED.

10. DIMENSIONS ARE SHOWN TO FACE OF STUD, FACE OF CONCRETE, FACE OF MASONRY, GRID/COLUMN LINE, CENTERLINE OF ELEMENT, COUNTERTOP EDGE, OR AS NOTED.

11. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF SUBCONTRACTOR WORK, COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS, AND ACCURATE LOCATION OF STRUCTURAL MEMBERS, OPENINGS FOR MECHANICAL, ELECTRICAL, AND MISCELLANEOUS EQUIPMENT. CONTRACTOR SHALL VERIFY DIMENSIONS AND OPENING SIZES (CLEARANCES REQUIRED) FROM THE MANUFACTURERS PRIOR TO CONSTRUCTION OF OR INSTALLATION OF EQUIPMENT, FURNISHINGS, AND ACCESSORIES.

12. PROVIDE ACCESS PANELS AS REQUIRED. LOCATION, FINISH, AND TYPE SHALL BE APPROVED BY ARCHITECT PRIOR TO OBTAINING AND INSTALLING. ACCESS PANEL LOCATIONS NOT APPROVED BY ARCHITECT WILL BE SUBJECT TO MODIFICATION AT NO ADDITIONAL COST. PROVIDE RATED ACCESS PANELS WITH THE SAME RATING AS THE ASSEMBLY IN WHICH THEY ARE INSTALLED. ACCESS PANELS IN SHAFT WALLS, RATED FLOOR/CEILINGS OR RATED ROOF/CEILINGS SHALL BE SMOKE SEALED.

13. GENERAL CONTRACTOR SHALL SCHEDULE A PRE-INSTALLATION CONFERENCE WITH THE BUILDING INSPECTOR TO REVIEW THE PROPOSED FIRE STOPPING PRODUCTS FOR THE PROJECT. PRIOR TO THE SCHEDULED MEETING THE GENERAL CONTRACTOR SHALL ASSEMBLE PRODUCT DATA FOR EACH FIRE STOP ASSEMBLY WITH UL TEST REPORTS FOR EACH ASSEMBLY.

14. ALL EXISTING ADJACENT SURFACE AND SPACES DISTURBED DURING CONSTRUCTION SHALL BE REPAIRED, REFINISHED AND RESTORED TO PRIOR CONDITION.

GENERAL NOTES

SE HOLGATE BLVD

SE

92N

D A

VE

PROJECT SITE

SE POWELL BLVD

I-205

SPRINGW

ATER COR

RIDOR TR

AIL

SE HAROLD ST

SE FOSTER RD

SE

104

TH A

VE

SE

111

TH A

VE

SE

122

ND

AV

E

SE

136

TH A

VE

SE

112

TH A

VE

UNIT COUNT

PLUMBINGP0.01 PLUMBING SCHEDULESP2.00 FIRST FLOOR PLAN BELOW GRADE - PLUMBINGP2.01 FIRST FLOOR PLAN ABOVE GRADE - PLUMBINGP2.02 SECOND & THIRD FLOOR PLANS - PLUMBINGP2.03 FOURTH & ROOF FLOOR PLANS - PLUMBINGP3.00 PLUMBING DETAILS

ELECTRICALEB0.01 ELECTRICAL ABBREVIATIONS & SYMBOL LEGENDEB0.10 ELECTRICAL DETAILSEB0.20 ONE-LINE DIAGRAMEB0.30 CONDUIT & CONDUCTOR & LUMINAIRE SCHEDULESEB0.31 MECHANICAL CONNECTION SCHEDULEEB1.00 ELECTRICAL SITE PLANEB2.01 1ST FLOOR LIGHTING PLANEB2.02 2ND FLOOR LIGHTING PLANEB2.03 3RD FLOOR LIGHTING PLANEB2.04 4TH FLOOR LIGHTING PLANEB3.01 1ST FLOOR POWER & LOW VOLTAGE PLANEB3.02 2ND FLOOR POWER & LOW VOLTAGE PLANEB3.03 3RD FLOOR POWER & LOW VOLTAGE PLANEB3.04 4TH FLOOR POWER & LOW VOLTAGE PLANEB4.01 1ST FLOOR FIRE ALARM & ACCESS CONTROL PLANEB4.02 2ND FLOOR FIRE ALARM & ACCESS CONTROL PLANEB4.03 3RD FLOOR FIRE ALARM & ACCESS CONTROL PLANEB4.04 4TH FLOOR FIRE ALARM & ACCESS CONTROL PLANEB5.01 ROOF ELECTRICAL PLANEB6.01 PANEL SCHEDULEEB6.02 PANEL SCHEDULE

AB5.04 UNIT PLAN 1.2 & 1.2BAB5.05 UNIT PLAN 2.1 & 2.1BAB5.06 UNIT PLAN 2.2AB5.07 UNIT PLAN 2.3AB5.08 UNIT PLAN 3.1AB5.09 UNIT PLAN 1.1AAB6.01 STAIR PLANS - BUILDING BAB6.02 STAIR SECTIONS & DETAILS - BUILDING BAB6.03 STAIR PLANS & SECTIONS - TOWNHOUSE - BUILDING BAB7.01 RCP - LEVEL 01AB7.02 RCP - LEVEL 02AB7.03 RCP - LEVEL 03AB7.04 RCP - LEVEL 04AX8.01 EXTERIOR DETAILSAX8.02 EXTERIOR DETAILSAX8.03 EXTERIOR DETAILSAX8.11 INTERIOR DETAILSAX8.12 INTERIOR DETAILSAX8.13 RATED ASSEMBLY DETAILSAX9.01 TRASH ENCLOSURE

MECHANICALM0.01 SCHEDULES AND NOTESM1.01 MECHANICAL PLANSM1.02 MECHANICAL PLANSM1.03 MECHANICAL PLANSM1.04 MECHANICAL PLANSM1.05 MECHANICAL PLANSM6.01 MECHANICAL DETAILS

SB2.02A SB2.02A - STRUCTURAL 2ND FLOOR STUD AND SHEARWALL PLAN - BUILDING B

SB2.03 STRUCTURAL 3RD FLOOR FRAMING PLAN - BUILDING BSB2.03A STRUCTURAL 3RD FLOOR STUD AND SHEAR WALL PLAN

- BUILDING BSB2.04 STRUCTURAL 4TH FLOOR FRAMING PLAN - BUILDING BSB2.04A STRUCTURAL 4TH FLOOR STUD AND SHEAR WALL PLAN -

BUILDING BSB2.05 STRUCTURAL ROOF FRAMING PLAN - BUILDING BS4.01 STRUCTURAL FOUNDATION DETAILSS4.02 STRUCTURAL FOUNDATION DETAILSS5.02 STRUCTURAL WOOD FRAMING DETAILSS5.03 STRUCTURAL WOOD FRAMING DETAILSS5.04 STRUCTURAL WOOD FRAMING DETAILSS6.01 STRUCTURAL MISC. FRAMING DETAILSS6.02 STRUCTURAL MISC. FRAMING DETAILS

ARCHITECTUREAB1.01 CONSTRUCTION ASSEMBLIES - BUILDING BAB1.11 SCHEDULES - BUILDING BAB2.01 1ST FLOOR PLAN - BUILDING BAB2.02 2ND FLOOR PLAN - BUILDING BAB2.03 3RD FLOOR PLAN - BUILDING BAB2.04 4TH FLOOR PLAN - BUILDING BAB2.05 ROOF PLAN - BUILDING BAB3.01 EXTERIOR ELEVATIONS - BUILDING BAB4.01 BUILDING SECTIONS - BUILDING BAB4.11 WALL SECTIONS - BUILDING BAB5.02 UNIT PLAN 0.1AB5.03 UNIT PLAN 1.1 & 1.1B

GENERALAB0.01 COVER SHEET - BUILDING BAB0.02 SITE PLAN - BUILDING BAB0.11 CODE SUMMARY - BUILDING BAB0.13 FIRE AND LIFE SAFETY PLANS - BUILDING BAB0.14 FIRE AND LIFE SAFETY ELEVATIONS - BUILDING B

CIVILC1.0 EXISTING CONDITIONS & DEMOLITION PLANC1.1 UTILITY PLANC1.2 GRADING AND EROSION CONTROL PLANC2.1 SITE SECTIONSC2.2 SITE SECTIONSC3.1 STORM AND DRAINAGE DETAILSC3.2 EROSION CONTROL DETAILS

LANDSCAPEL1.0 TREE PLANL1.1 LANDSCAPE PLANL2.0 LANDSCAPE NOTES

STRUCTURALS1.01 STRUCTURAL GENERAL NOTES, LEGEND &

ABBREVIATIONSS1.03 STRUCTURAL GENERAL NOTES CONTINUEDS1.10 LIVE LOAD PLANSSB2.01 STRUCTURAL 1ST FLOOR FOUNDATION, STUD AND

SHEAR WALL PLAN - BUILDING BSB2.02 STRUCTURAL 2ND FLOOR FRAMING PLAN - BUILDING B

BUILDING B

ADDRESS: 4537 SE 122ND AVE, PORTLAND OR 97236

LEGAL DESCRIPTION: SECTION 15 1S 2E, TL 3100

TOTAL SITE: 17,095 SF

ON-SITE IMPERVIOUS (BLDGS): 7,525 SF (44% COVERAGE)ON-SITE IMPERVIOUS (ROADS,WALKS): 7,311 SFLANDSCAPED AREA: 2,123 SF

ZONING: CS - COMMERCIAL STOREFRONTEXISTING USE: SINGLE FAMILY RESIDENTIALPROPOSED USE: MULTI-FAMILY RESIDENTIAL

ZONING CODE SECTION 33.266.110.B.1.A.2: 0.20 SPACES PER DWELLING UNITPROPOSED 38 DWELLING UNITS - (8) SPACE REQUIRED - (9) SPACES PROVIDED

SHORT-TERM BICYCLE PARKING REQUIRED: 2SHORT-TERM BICYCLE PARKING PROVIDED: 6

LONG-TERM BICYCLE PARKING REQUIRED: 42LONG-TERM BICYCLE PARKING PROVIDED: 47

NUMBER OF DWELLING UNITS: BUILDING A 19 UNITS / BUILDING B 19 UNITS

CONSTRUCTION TYPE: VANUMBER OF FLOORS: 4

BUILDING AREA FOOTPRINT: BUILDING A 2,888 SF / BUILDING B 4,637 SF

BUILDING A HEIGHT: 45' - 0" TO TOP OF PARAPETBUILDING B HEIGHT: 43' - 2" +/- TO TOP OF PARAPET

SITE

PARKING

BUILDING DATA

15. GENERAL CONTRACTOR SHALL SCHEDULE A PRE-INSTALLATION CONFERENCE WITH THE BUILDING INSPECTOR TO REVIEW PROPOSED FIRE STOPPING PRODUCTS FOR THE PROJECT. PRIOR TO THE SCHEDULED MEETING THE GENERAL CONTRACTOR SHALL ASSEMBLE PRODUCT DATA EACH FIRE STOPPING ASSUMBLY WITH UL TEST REPORT FOR EACH PROPOSED ASSEMBLY.

UNDER SEPARATE PERMIT• MECHANICAL/HVAC SYSTEMS• ELECTRICAL SYSTEMS• PLUMBING SYSTEMS• FIRE SPRINKLERS PER NFPA 13• FIRE ALARM SYSTEM• UNDERGROUND FIRE LINES• KEY BOX• DEMOLITION OF EXISTING STRUCTURE

DEFERRED SUBMITTAL• SEE DEFERRED SUBMITTAL LIST ON S1.01

3

CODE APPEALSBUILDING CODE APPEAL #18573, GRANTED 10/24/18: THE PATH OF EGRESS DISCHARGE MAY RE-ENTER THE BUILDING (BELOW THE 2ND FLOOR LEVEL) PROVIDED THE SUPPORTING CONSTRUCTION IS PROTECTED TO A MINIMUM OF TWO HOUR FIRE-RESISTANT RATING.

3

3

3

3

4541

3

UNIT 1.1A - TYPE A 1 550 SF 13

1 10/15/18 OWNER REV2 10/15/18 PLAN CHECK REV3 11/12/18 PLAN CHECK REV 2

50'

76.0'

UPUP

R1

ZON

ING

SE

122

ND

AV

E

STALLS

CS ZONE

CS ZONE

LANDSCAPING BUFFER PROPERTY LINE

11' - 9 7/8" 97' - 11 3/4" 13' - 5 1/4" 45' - 1 3/4"

SEPERATE PERMIT#18-175372-CO:

BLDG A2888 SF

THIS PERMIT:BLDG B4637 SF

5' -

6"20

' - 6

"18

' - 0

"4'

- 0

1/4"

46' -

11

3/4"

5' -

0"

11' - 0"

TYP9' - 0"

NEIGHBORING 2-STORY RESIDENCE



POWER POLE & OVERHEAD LINE

GAS LINE

BICYCLE LANE

BIKE RACKS

ENTRANCEENTRANCE

EN

TRA

NC

E

1 2 3 4 5 6 7 8

LANDSCAPE BUFFER, SEE CIVIL AND LANDSCAPE

WALL MOUNTED VAN ACCESSIBLE STALL SIGN

ACCESSIBLE ROUTE

ACCESSIBLE ROUTE

LANDSCAPE PLANTERS, SEE LANDSCAPE

EXISTING CURB CUT TO BE REMOVED. SEE CIVIL.

NEW CURB CUT. SEE CIVIL.

FO BUILDING TO CL OF POLE12' - 6" APPROX

EN

TRA

NC

E

100'

- 0"

9

BUILDING ABOVE

3' -

1"

LOBBY

TRASH

BIKE ROOM

3' -

5 1/

2"

5' -

5 1/

2"

EXIT DISCHARGE PER OSSC 1027

EXIT DISCHARGE PER OSSC 1027

ELECTRICAL METERS UNDER SEPERATE SUBMITTAL

WALL MOUNTED TRELLIS. SEE LANDSCAPE.

3

BIKE ROOM

63' -

11

1/8"

6' -

0 1/

8"18

' - 0

"1'

- 6

1/4"

5' -

1"

3' -

0"

3

9' - 0" 8' - 0"

3

3

3

3

3

3

5' - 2 5/8"5' - 2 5/8"

IMPLIED PROPERTY LINE

3PROPERTY LINE

14' -

2 1

/2"

5' -

0"

3

TRANSFORMER AND PAD. SEE CIVIL & ELECT.

BOLLARDS. SEE CIVIL.

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© 2018 OTAK, INC.

PROJECT NUMBER

DATE

REVISIONS

# DATE DESCRIPTION


TITLE

STATUS

DRAWN BY CHECK BY



STAMP

CONSULTANT


03 / 11 / 2019

REFER

ENCE

SET -

NOT F

OR CO

NSTRU

CTION

3/12

/201

9 11

:18:

05 A

MC

:\Use

rs\k

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b\D

ocum

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\188

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SE 1

22nd

_v17

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2ND

AVE A

PART

MENT

S45

37 (B

ldg

A) &

454

1 (B

ldg

B) S

E 12

2nd

Ave

Portl

and,

OR

972

36

05/22/2018

18846

AB0.02

SITE

PLA

N - B

UILD

ING

B

PERMIT APPLICATION

SCALE: 1/8" = 1'-0"AB0.021 SITE PLAN

SITE INFO

0' 4' 8' 16'

TOTAL LOT AREA 17,095 SFBUILDING AREA 7,525 SF

IMPERVIOUS AREA 14,836 SFLANDSCAPED AREA 2,123 SF

FAR 2

PARKING 9 STALLS TOTAL (1 VAN ADA)47 INTERIOR BIKE SPACES06 EXTERIOR BIKE SPACES

UNIT TYPE COUNTSTUDIOS 51 BEDROOM UNITS 92 BEDROOM UNITS 5TOTAL 19

UNIT MATRIX BUILDING A

UNIT TYPE COUNTSTUDIOS 21 BEDROOM UNITS 72 BEDROOM UNITS 42 BEDROOM TOWNHOUSES 43 BEDROOM TOWNHOUSES 2TOTAL 19

UNIT MATRIX BUILDING B

UNIT MATRIX TOTAL 38

3

2 10/15/18 PLAN CHECK REV3 11/12/18 PLAN CHECK REV 2

GENERAL INFORMATION

BUILDING "CONSTRUCTION" DATA

BUILDING CODES• 2014 OREGON STRUCTURAL SPECIALTY CODE (OSSC)• ICC/ANSI 117.1 2009• 2014 OREGON MECHANICAL, ELECTRICAL, PLUMBING, FIRE AND ENERGY CODE• FIRE SPRINKLER CODE - NFPA 13• 2016 PORTLAND FIRE CODE

PERMIT APPLICANT NAME AND PHONE NUMBER: OTAK ARCHITECTS, INC (503) 287-6825

PROJECT DESCRIPTION: (2) FOUR STORY MULTI-FAMILY RESIDENTIAL BUILDINGS. BUILDING A HAS 19 UNITS AND BUILDING B HAS 19 UNITS. THE UNITS ARE A MIX OF STUDIO, 1 BEDROOM, 2 BEDROOM, 2 BEDROOM TOWNHOUSE AND 3 BEDROOM TOWNHOUSES. THERE ARE (10) ON GRADE PARKING PLACES. BIKE PARKING IS PROVIDED ON LEVEL 01 OF BOTH BUILDINGS. TRASH, MAIL AND LOBBY SPACES ARE ON LEVEL 01 OF BUILDING A.

PROJECT ADDRESS: 4537 SE 122ND AVE, PORTLAND OR 97236

TYPE VACONSTRUCTION TYPE(S) USED IN BUILDING

PROPOSEDVA ALLOWED

BUILDING HEIGHT (PER OSSC TABLE 503 & 504.2) 70' - 0"

STORIES (PER OSSC TABLE 503 W/ 504.2) 4

BUILDING "OCCUPANCY" DATA

OCCUPANCY CLASSIFICATION GROUP(S) R-2 - RESIDENTIAL S-2 - BIKE ROOM STORAGE

45' - 0"

4

OCCUPANCY SEPARATION NOT REQUIRED

BUILDING AREA SUMMARY

FIRST FLOOR

SECOND FLOOR

OCCUPANCY GROUP TOTAL

THIRD FLOOR

FOURTH FLOOR

FIRE RATING REQUIREMENTS FOR BUILDING ELEMENTS - TABLE 601

V-A

FLOORS ROOFS

1-HR

NONBEARING EXTERIOR

NONBEARING INTERIOR

1-HR 1-HR SEE TABLE 602

NON RATED 1-HR 1-HR

FIRE WALLS (OSSC 706):

FIRE BARRIERS (OSSC 707):SHAFTS, EXIT ENCLOSURES, EXIT PASSAGEWAY, OCUPANCY SEPARATIONS

FIRE PARTITIONS (OSSC 708):DWELLING UNIT SEPARATION,

FIRE BARRIERS (OSSC 707):INCIDENTAL USE AREAS

1 HR

N/A

N/A

FIRE PARTITIONS (OSSC 708): CORRIDORS 1/2 HR

STRUCTURAL FRAME

BEARING INTERIOR

BEARING EXTERIOR

TOTAL FOR BUILDING B

ALLOWABLE PER FLOOR FOR R-2 OCCUPANCY 36,000 SF (SEE BELOW)

NOTE: ALLOWABLE AREA PER STORY W/ INCREASES: Aa = At + (At x If) + (At x Is)

At = ALLOWABLE AREA PER TABLE 503 = 12,000 SFIf = INCREASE DUE TO FRONTAGE = N/A NOT NEEDED TO MEET FLOOR AREAIs = INCREASE DUE TO SPRINKLERS = 2

Aa = 12,000 SF + (0) + (12,000 SF x 2)Aa = 12,000 SF + 0 + 24,000 SFAa = 36,000 SF

HORIZONTAL ASSEMBLIES (OSSC 420.3, 711) 1 HR

FIRE RATING REQUIREMENTS FOR PARTITIONS

R-2 S-2

1-HR

OCUPANCY GROUP R-2

X ≥ 30':

10' ≤ X < 30':

5' ≤ X < 10':

X 30'

NOT PERMITED

45%25% 75% NO LIMIT

NOTE:• EAST ELEVATION MEETS EXCEPTION 705.8.1 EXCEPTION 1.1 - WALL FACES A STREET WITH A

SEPERATION DISTANCE GREATER THAN 15'-0"

PROTECTED NOT PERMITED

NO LIMIT NOT REQUIRED

45%25% 75% NO LIMIT15%

15% NOT REQUIREDNO LIMIT

NOTES: • BUILDING EQUIPPED WITH AUTOMATIC FIRE SPRINKLER SYSTEM PER OSSC 903.3.1.1.• EXIT ILLUMINATION & SIGNAGE PER CODE REQUIREMENTS (ELECTRICAL DESIGN BUILD)

BUILDING COMPLIES WITH THE FIRE BUREAU REQUIREMENTS - BUILDING IS EQUIPPED WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM. THERE ARE NO COMBUSTIBLE CONCEALED ATTIC SPACES. ALL STAIRWAY EXIT ENCLOSURES HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 2-HOURS. THE PRIMARY ROOF IS SLOPED LESS THAN 33% AND ACCESS TO THE ROOF IS PROVIDED VIA (2) ROOF HATCHES WITH THE REQUIRED WIDTH OF 36" AND LENGTH OF 8 FEET, (1) ACCESS IS PROVIDED BY ALTERNATING TREAD DEVICE MEETING OSSC 1009.16, (1) ACCESS IS PROVIDED BY STRAIGHT LADDER WITH NOT LESS THAN 30" CLEAR BETWEEN HANDRAILS. AT LEAST ONE STANDPIPE TERMINATES AT THE ROOF.

ALTERNATE TO AERIAL FIRE APPARATUS ROADS

4,637 SF

4,637 SF

4,637 SF

18,021 SF

4,110 SF

4,637 SF

4,637 SF

4,637 SF

527 SF

NOTE: BOTH BUILDINGS CONSIDERED AS (1) BUILDING FOR ALLOWABLE AREA CALC PER 503.1.2. THE AGGREGATE AREA PER FLOOR (BUILDING A AND BUILDING B) IS LESS THAN THE ALLOWABLE AREA PER FLOOR.

2 HR

3

33,729 SFTOTAL FOR BUILDINGS A+B: 32,256 SF 1,473 SF 3

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REVISIONS

# DATE DESCRIPTION


TITLE

STATUS

DRAWN BY CHECK BY



STAMP

CONSULTANT


03 / 11 / 2019

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18846

AB0.11

CODE

SUM

MARY

- BU

ILDIN

G B

PERMIT APPLICATION

AX8.01, AX8.02, AX8.03

AX8.01, AX8.02

SPECIFICATION SECTION 08-80-00

SPECIFICATION SECTION 08-80-00

3

3 11/12/18 PLAN CHECK REV 2

UP UP

UP UP

UP

DN DN

DN DN

FLS PLAN LEGEND

FEC

CONTINUITY: FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE FOUNDATION TO THE UNDERSIDE OF THE ROOF SHEATHING AND SHALL BE SECURELY ATTACHED THERETO. FIRE BARRIERS SHALL BE CONTINUOUS THROUGH CONCEALED SPACES.

FIRE PARTITIONS SHALL EXTEND FROM THE TOP OF THE FLOOR CEILING ASSEMBLY BELOW TO THE FIRE-RESISTANCE-RATED FLOOR/CEILING OR ROOF/CEILING ASSEMBLY ABOVE, AND SHALL BE SECURELY ATTACHED THERETO.

EMERGENCY EGRESS PATH (COMMON PATH OF TRAVEL)

OLF

OCC

FIRE EXTINGUISHER CABINET WITH FIRE EXTINGUISHER. CABINET TO BE 6" DEEP X 14" WIDE X 18'' TALL AND 36" AFF. FIRE EXTINGUISHERS TO HAVE MINIMUM RATING OF 2A:10BC

EMERGENCY EGRESS PATH (EXIT ACCESS, PER OSSC 1014), MINIMUM WIDTH OF EGRESS PATH IS 3'-0". PROVIDE 1 FOOTCANDLE LIGHT AT FLOOR LEVEL. DO NOT EXCEED MAX TO MIN ILLUMINATION UNIFORMITY RATIO OF 40 TO 1. EMERGENCY LIGHTING TO BE PROVIDED BY MINIMUM 90 MINUTE BATTERY BACK-UP.

OCCUPANCY LOAD FACTOR

OCCUPANT LOAD

EXIT SIGN

PROVIDE 2-HR RATED FIRE BARRIER. PROVIDE 90 MIN RATED DOORS & HARDWARE.

PROVIDE 1-HR RATED FIRE PARTITION. PROVIDE 20 MIN RATED DOORS AT UNIT ENTRIES. PROVIDE 45 MIN RATED DOOR AT OTHER CONDITIONS.

PROVIDE 1-HR RATED EXTERIOR WALL. PROVIDE 45 MIN RATED DOORS & HARDWARE.

PROTECTED EXIT, PER OSSC 1020

EXIT DISCHARGE, PER OSSC 1027 (SEE SITE PLAN)

3

539 SF

UNIT 1.1A

200 OLF = 3 OCCB106

R-2

56 SF

UTILITIES

300 OLF=1 OCCB107

S-2

345 SF

BIKE STORAGE

300 OLF=2 OCCB101

S-2

767 SF

UNIT 2.1B

200 OLF = 4 OCCB105

R-2

764 SF

UNIT 2.1B

200 OLF = 4 OCCB102

R-2479 SF

UNIT 1.2B

200 OLF = 3 OCCB103

R-2

548 SF

UNIT 1.1B

200 OLF = 3 OCCB104

R-2

STAIR 1

CORRIDOR36" EGRESS DOOR36" EGRESS DOOR

COMMON PATH OF TRAVEL = 31'





EGRESS DOORREQUIRED WIDTH: 40 OCC X .15"/OCC = 6" OR 36" MIN.PROVIDED WIDTH: 36"


EGRESS DOORREQUIRED WIDTH: 10 OCC X .15"/OCC = 1.5" OR 36" MIN.PROVIDED WIDTH: 36"


1010FEC

40 40

STAIR 2

33

TYPE B ACCESIBLE UNIT

3


3

TYPE A ACCESIBLE UNIT

3


3TYPE B ACCESIBLE UNIT

3

INTERIOR EXIT STAIRWAY3

INTERIOR EXIT STAIRWAY3

548 SF

UNIT 1.1

200 OLF = 3 OCCB206

R-2

764 SF

UNIT 2.1

200 OLF = 4 OCCB202

R-2480 SF

UNIT 1.2

200 OLF = 3 OCCB203

R-2

767 SF

UNIT 2.1

200 OLF = 4 OCCB205

R-2

548 SF

UNIT 1.1

200 OLF = 3 OCCB204

R-2

STAIR 1

CORRIDOR 36" EGRESS DOOR36" EGRESS DOOR





1010

STAIR WIDTHREQUIRED WIDTH: 30 OCC X .2"/OCC = 6" OR 36" MIN.PROVIDED WIDTH: 36"


FEC





STAIR 2

480 SF

UNIT 1.2

200 OLF = 3 OCCB201

R-2

33

INTERIOR EXIT STAIRWAY3INTERIOR EXIT STAIRWAY3

479 SF

UNIT 2.3

200 OLF = 5 OCCB301

R-2

544 SF

UNIT 2.2

200 OLF = 6 OCCB308

R-2

372 SF

UNIT 3.1

200 OLF = 7 OCCB307

R-2

371 SF

UNIT 3.1

200 OLF = 7 OCCB306

R-2

544 SF

UNIT 2.2

200 OLF = 6 OCCB305

R-2

373 SF

UNIT 0.1

200 OLF = 2 OCCB302

R-2

372 SF

UNIT 0.1

200 OLF = 2 OCCB303

R-2

479 SF

UNIT 2.3

200 OLF = 5 OCCB304

R-2

STAIR 1

997 SF TOTAL

CORRIDOR 36" EGRESS DOOR36" EGRESS DOOR

997 SF TOTAL

1,254 SF TOTAL 1,254 SF TOTAL1,150 SF TOTAL 1,150 SF TOTAL











2020



FEC

STAIR 2

33

3

3


598 SF

UNIT 2.2R-2B308

515 SF

UNIT 2.3R-2B301

878 SF

UNIT 3.1R-2B307

876 SF

UNIT 3.1R-2B306

597 SF

UNIT 2.2R-2B305

516 SF

UNIT 2.3R-2B304

STAIR 1

UNITS EXIT ON FLOOR BELOW

SHIPS LADDER TO ROOF HATCH ABOVE

SHIPS LADDER TO ROOF HATCH ABOVE

STAIR 2


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PROJECT NUMBER

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# DATE DESCRIPTION


TITLE

STATUS

DRAWN BY CHECK BY



STAMP

CONSULTANT


03 / 11 / 2019

REFER

ENCE

SET -

NOT F

OR CO

NSTRU

CTION

3/12

/201

9 11

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B) S

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18846

AB0.13

FIRE

AND

LIFE

SAF

ETY

PLAN

S - B

UILD

ING

B

PERMIT APPLICATION

SCALE: 1/8" = 1'-0"AB0.131 LEVEL 01 FIRE & LIFE SAFETY PLAN - BUILDING B




3


NORTH ELEVATION WINDOW CALCULATIONS

SEPARATION DISTANCE

% OPENING ALLOWED

FIRST FLOOR

WALL AREA

3' 538 SF

OPENING AREA ALLOWED

25%

81 SF

OPENING AREA PROPOSED

70 SF

SECOND FLOOR

THIRD FLOOR

FOURTH FLOOR

3'

5'

3'

5'

3'

5'

490 SF 73.5 SF

491 SF 122.75 SF

490 SF 73.5 SF

491 SF 122.75 SF

595 SF 89.25 SF

597 SF 149.25 SF

15%

25%

15%

25%

15%

25%

70 SF

110 SF

70 SF

80 SF

70 SF

80 SF

FIRE RATING

1 HR

1 HR

1 HR

1 HR

1 HR

1 HR

1 HR

WEST ELEVATION WINDOW CALCULATIONS

SEPARATION DISTANCE

% OPENING ALLOWED

FIRST FLOOR

SECOND FLOOR

WALL AREA

16' 304 SF


THIRD FLOOR

FOURTH FLOOR

17'

75% 228 SF


25 SF

276 SF 207 SF

194 SF 146 SF

FIRE RATING

1 HR

1 HR

1 HR

1 HR

1 HR

1 HR

1 HR

SOUTH ELEVATION WINDOW CALCULATIONS

NOT REQUIRED: 30' OR GREATER SEPARATION DISTANCE

5' 1 HR

15%

540 SF 135 SF 110 SF

16'

17'

16'

17'

16'

17'

1 HR 75%

75%

75%

75%

75%

75%

75%

30 SF

25 SF

30 SF

25 SF

30 SF

25 SF

30 SF

213 SF

276 SF

194 SF

336 SF

236 SF

160 SF

207 SF

146 SF

252 SF

177 SF

EAST ELEVATION WINDOW CALCULATIONS

SEPARATION DISTANCE

% OPENING ALLOWED

FIRST FLOOR

SECOND FLOOR

WALL AREA

5'-0" - 10'-0" 517 SF


THIRD FLOOR

FOURTH FLOOR

25% 129.25 SF

117.5 SF

FIRE RATING

1 HR 127 SF

55 SF

55 SF

470 SF1 HR 25%

470 SF1 HR 25%

572 SF1 HR 25%

117.5 SF

5'-0" - 10'-0"

5'-0" - 10'-0"

5'-0" - 10'-0"


55 SF143 SF

33

33

33

3

3

3

3

75 34 86

3' - 0"

5' - 0"

PRO

PER

TY L

INE

3LEVEL 01

0' - 0"

LEVEL 0211' - 0"

LEVEL 0321' - 0"

LEVEL 0431' - 0"

AF CD BE

PRO

PER

TY L

INE

11' - 0"

TOP OF PARAPET43' - 2"

LEVEL 010' - 0"

LEVEL 0211' - 0"

LEVEL 0321' - 0"

LEVEL 0431' - 0"

A FC DB E

11' - 0"

PRO

PER

TY L

INE

12' - 5 1/4"

ADJACENT BUILDING -BUILDING A

TOP OF PARAPET43' - 2"

7 53 48 6

3' - 0"

5' - 0"

PRO

PER

TY L

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3

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© 2018 OTAK, INC.

PROJECT NUMBER

DATE

REVISIONS

# DATE DESCRIPTION


TITLE

STATUS

DRAWN BY CHECK BY



STAMP

CONSULTANT


03 / 11 / 2019

REFER

ENCE

SET -

NOT F

OR CO

NSTRU

CTION

3/12

/201

9 11

:18:

18 A

MC

:\Use

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46 -

SE 1

22nd

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n.rv

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SE 12

2ND

AVE A

PART

MENT

S45

37 (B

ldg

A) &

454

1 (B

ldg

B) S

E 12

2nd

Ave

Portl

and,

OR

972

36

05/22/2018

18846

AB0.14

FIRE

AND

LIFE

SAF

ETY

ELEV

ATIO

NS -

BUILD

ING

B

PERMIT APPLICATION

SCALE: 1/8" = 1'-0"AB0.144 FLS EAST ELEVATION - BUILDING B

SCALE: 1/8" = 1'-0"AB0.142 FLS NORTH ELEVATION - BUILDING B

SCALE: 1/8" = 1'-0"AB0.141 FLS SOUTH ELEVATION - BUILDING B

SCALE: 1/8" = 1'-0"AB0.143 FLS WEST ELEVATION - BUILDING B

3

PER ZONING CODE SECTION 33.130.250.D: MIN 15% OF STREET-FACING FACADE IS REQUIRED TO HAVE WINDOWS OR MAIN ENTRY DOORSMIN REQ: 283.16 SF PROVIDED: 284.26 SF

3


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