23-0630_OMD EB5_Permit-Bid Drawings.pdf

ARCHITECTURE

URBAN DESIGN + PLANNING

INTERIOR DESIGN

PORTLAND|OAKLAND

SERADESIGN.COM

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COVER SHEET

OMD ENLISTED BARRACKS EB5

OREGON MILITARY DEPARTMENT

ARCHITECTURE

URBAN DESIGN + PLANNING

INTERIOR DESIGN

PORTLAND|OAKLAND

SERADESIGN.COM

CHECKED BY:

ISSUE DATE:

PROJECT NO:

REVISIONS

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GENERAL

INFORMATION

SHEET INDEX

SHEET

NUMBER SHEET NAME

GENERAL

G001 COVER SHEET

G002 GENERAL INFORMATION

G051 CODE COMPLIANCE SITE PLAN AND SUMMARY

G101 CODE COMPLIANCE PLANS

G801 DIMENSIONAL GUIDELINES

G901 SIGNAGE DETAILS

CIVIL

C0.00 COVER SHEET

C0.01 OVERALL SITE PLAN

C1.00 LAYOUT AND PAVING PLAN

C2.00 GRADING PLAN

C3.00 UTILITY PLAN

C4.00 CIVIL DETAILS

C4.01 CIVIL DETAILS

C5.00 FIRE ACCESS PLAN

C6.00 ESC COVER

C6.01 DEMO, CLEARNING, MASS GRADING, ESC PLAN

C6.02 FINAL ESC PLAN

C6.03 ESC DETAILS

LANDSCAPE

LP101 PLANTING PLAN

LP102 PLANTING DETAILS

LI101 IRRIGATION PLAN

LI102 IRRIGATION DETAILS

ARCHITECTURE

A001 SYMBOLS AND ANNOTATION

A002 ASSEMBLY INFORMATION

A051 SITE PLAN

A101 FLOOR PLAN - LEVEL 01

A102 FLOOR PLAN - LEVEL 02

A103 ROOF PLAN

A201 REFLECTED CEILING PLAN - LEVEL 01

A202 REFLECTED CEILING PLAN - LEVEL 02

A301 BUILDING ELEVATIONS

A401 BUILDING SECTIONS

A451 WALL SECTIONS

A501 VERTICAL CIRCULATION

A502 VERTICAL CIRCULATION DETAILS

A601 INTERIOR COMPOSITES - RESTROOMS

A602 INTERIOR COMPOSITES - LOUNGE AND VENDING

A603 INTERIOR COMPOSITES - BILLETS

A701 EXTERIOR DETAILS - RAINSCREEN

A702 EXTERIOR DETAILS - FENESTRATIONS

A703 EXTERIOR DETAILS - FENESTRATION

A704 EXTERIOR DETAILS - ROOF

A705 EXTERIOR DETAILS - ENTRY SCREEN

A801 INTERIOR DETAILS

A901 DOOR, LOUVER & WINDOW SCHEDULE

A921 ROOM FINISH SCHEDULE AND SCHEDULE OF FINISHES

STRUCTURAL

S001 DRAWING INDEX AND LIST OF ABBREVIATIONS

S002 GENERAL STRUCTURAL NOTES

S003 GENERAL STRUCTURAL NOTES

S004 SPECIAL INSPECTIONS AND TESTING

S005 SPECIAL INSPECTIONS AND TESTING

S101 FOUNDATION PLAN

S101S SLAB DIMENSION PLAN

S102 LEVEL 2 FRAMING PLAN

S103 ROOF FRAMING PLAN

S301 MASONRY WALL ELEVATIONS

S501 CONCRETE DETAILS

S502 MASONRY DETAILS

S503 MASONRY DETAILS

S701 WOOD DETAILS

MECHANICAL

M001 MECHANICAL - LEGEND

M002 MECHANICAL - SCHEDULES AND CALCULATIONS

M201 MECHANICAL - LEVEL 01 - HVAC

M202 MECHANICAL - LEVEL 02 - HVAC

M203 MECHANICAL - ROOF - HVAC

M301 MECHANICAL - LEVEL 01 - HVAC PIPING

M302 MECHANICAL - LEVEL 02 - HVAC PIPING

M401 MECHANICAL - WSHP PIPING SCHEMATIC

M402 CONTROLS SEQUENCE OF OPERATIONS

M501 MECHANICAL - DETAILS

M502 MECHANICAL - DETAILS

PLUMBING

P001 PLUMBING - LEGEND

P002 PLUMBING - SCHEDULES AND CALCULATIONS

P201 PLUMBING - LEVEL 01 - WASTE

P202 PLUMBING - LEVEL 02 - WASTE

P203 PLUMBING - ROOF - WASTE

P301 PLUMBING - LEVEL 01 - WATER

P302 PLUMBNG - LEVEL 02 - WATER

P401 PLUMBING - SOLAR HOT WATER DIAGRAM

P501 PLUMBING - ENLARGED VIEWS

P502 PLUMBING - ENLARGED VIEWS

P601 PLUMBING - DETAILS

ELECTRICAL

E001 ELECTRICAL - LEGEND

E002 ELECTRICAL - LUMINAIRE SCHEDULE

E101 ELECTRICAL - SITE PLAN

E201 ELECTRICAL - LEVEL 01 - LIGHTING

E202 ELECTRICAL - LEVEL 02 - LIGHTING

E301 ELECTRICAL - LEVEL 01 - POWER AND DATA

E302 ELECTRICAL - LEVEL 02 - POWER AND DATA

E401 ELECTRICAL - ONE-LINE DIAGRAM

E501 ELECTRICAL - SCHEDULES

E601 ELECTRICAL - DETAILS

VICINITY MAP

PROJECT

LOCATION

INTERSTATE 84 (I-84)

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A ST.

DISCLAIMER

THE WRITTEN AGREEMENT, DRAWINGS, SPECIFICATIONS AND ANY ADDENDA COMPRISE

THE CONTRACT FOR THIS PROJECT. THEY SHALL BE TREATED AS ONE ENTITY, EQUALLY,

WITHOUT PRIORITY. ITEMS, ELEMENTS, FIXTURES, SYSTEMS AND EQUIPMENT SHOWN

SHALL BE FURNISHED AND INSTALLED EVEN THOUGH TYPICALLY SHOWN ELSEWHERE.

THEREFORE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO READ AND COMPREHEND

ALL THESE DOCUMENTS IN ORDER TO COMPLETE THE WORK. IF A CONTRACTOR CHOOSES

TO NOT THOROUGHLY REVIEW THE ENTIRE SET OF CONTRACT DOCUMENTS, THEY DO SO

AT THEIR OWN RISK AND AGREE TO FURNISH & INSTALL ALL ITEMS NOTED ABOVE AT NO

ADDITIONAL COST OR DELAY TO THE OWNER. (THE ONLY EXCEPTION TO THIS IS THAT THE

SPECIFICATIONS SHALL TAKE PRECEDENCE OVER GENERAL NOTES ON THIS SHEET.)

GENERAL NOTES

A. FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH

THE WORK.

B. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS. DO NOT SCALE DRAWINGS. NOTIFY

ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.

C. 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.

D. DIMENSIONS SHOWN ARE TO FACE OF STUD, FACE OF CONCRETE, FACE OF MASONRY,

GRID/COLUMN LINE, CENTER OF ELEMENT, COUNTERTOP EDGE, OR AS NOTED.

E. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION AND COORDINATION OF

SUBCONTRACTORS WORK, COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS,

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.

F. DETAILS NOTED AS "TYPICAL" OR "TYP" APPLY IN ALL CASES UNLESS SPECIFICALLY

REFERENCED. DETAILS THAT ARE SPECIFICALLY REFERENCED SHALL TAKE PRECEDENCE

OVER DETAILS NOTED AS "TYPICAL" OR "TYP". SPECIFIC NOTES AND DETAILS SHALL TAKE

PRECEDENCE OVER GENERAL NOTES AND DETAILS.

G. CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE SECURITY OF THE SITE WHILE THE

PROJECT IS IN PROGRESS UNTIL PROJECT COMPLETION.

H. LOCATE EXISTING UTILITIES WHETHER INDICATED OR NOT AND PROTECT FROM DAMAGE.

CONTRACTOR SHALL BE RESPONSIBLE FOR THE COSTS ASSOCIATED WITH REPAIR OR

REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN

CONJUNCTION WITH THE EXECUTION OF THE WORK.

I. 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.

J. PROVIDE TEMPORARY PEDESTRIAN PROTECTION, AS REQUIRED BY ACCEPTED

STANDARDS OF THE AUTHORITY HAVING JURISDICTION.

K. PENETRATIONS THROUGH RATED ASSEMBLIES SHALL BE FIRESTOPPED PER

SPECIFICATION SECTION 07 84 00 - FIRESTOPPING AND THE ACCEPTED REQUIREMENTS

OF THE AUTHORITY HAVING JURISDICTION. RATED ASSEMBLIES SHALL BE CONSTRUCTED

TO PREVENT THE MOVEMENT OF HOT FLAME OR GASES PER LOCAL CODES.

L. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED

ACCESS TO ANY WATER OR POWER FACILITIES (POWER POLES, PULL-BOXES,

TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE

LOCATION OF HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY

POWER LINES - WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE

TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.

M. MECHANICAL EXHAUST OF BATHROOMS AND LAUNDRY FACILITIES IS REQUIRED. AIR

CHANGES AND DISTANCE OF DISCHARGE FROM OPERABLE OPENINGS SHALL BE

COMPLIANT WITH LOCAL CODES.

N. AN APPROVED GAS SHUT-OFF VALVE SHALL BE INSTALLED ON THE FUEL GAS LINE ON

THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE

EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING.

O. OBTAIN FINAL SIGN-OFF FROM PLUMBING INSPECTOR PRIOR TO ENCLOSING FIRE

SPRINKERS IN WALLS OR CEILINGS.

P. SEE STRUCTURAL DRAWINGS FOR SPECIAL INSPECTIONS ASSOCIATED WITH

STRUCTURAL WORK.

Q. ANTI-GRAFFITI COATINGS ARE REQUIRED AT THE GROUND LEVEL WHERE CONCRETE OR

MASONRY FINISHES ARE USED. REFERENCE SPECIFICATION SECTION 07 19 00.

R. MOUNT ALL OVERHEAD MOUNTED ARCHITECTURAL AND UTILITIES WEIGHING 31-LBS OR

MORE (EXCLUDING DISTRIBUTED SYSTEMS SUCH AS SUSPENDED CEILINGS AND PIPING

NETWORKS THAT COLLECTIVELY EXCEED THAT WEIGHT) USING EITHER RIGID OR

FLEXIBLE SYSTEMS. MOUNT ALL SYSTEMS TO RESIST FORCES OF 0.5 TIMES THE

EQUIPMENT WEIGHT IN ANY HORIZONTAL DIRECTION AND 1.5 TIMES THE EQUIPMENT

WEIGHTS IN THE DOWNWARD DIRECTION. THESE REQUIREMENTS TO NOT PRECLUDE

THE NEED TO DESIGN ARCHITECTURAL FEATURE AND EQUIPMENT MOUNTINGS FOR

FORCES REQUIRED BY OTHER CRITERIA SUCH AS SEISMIC STANDARDS.

PROJECT DIRECTORY

OREGON MILITARY DEPARTMENT

1776 MILITIA WAY SE

SALEM, OR 97309

TEL: (503) 584-3504

ATTN: MELISSA WEBBER, PROJECT MANAGER

melissa.s.webber.nfg@mail.mil

SERA ARCHITECTS

600 SW 10TH AVENUE #500

PORTLAND, OR 97205

TEL: (503) 445-7372

FAX: (503) 445-7395

ATTN: CASSANDRA TYLER

cassandrat@seradesign.com

HUMBER DESIGN GROUP, INC.

117 SE TAYLOR ST, Suite 001

PORTLAND, OR 97214

TEL: (503) 946-6632

ATTN: ALLEN SCHMITZ, PROJECT ENGINEER

allen.schmitz@hdgpdx.com

SERA ARCHITECTS

600 SW 10TH AVENUE #500

PORTLAND, OR 97205

TEL: (503) 445-7372

FAX: (503) 445-7395

ATTN: DAN JENKINS, ASLA, LEED

danj@seradesign.com

KPFF CONSULTING ENGINEERS

111 SW 5TH, SUITE 2500

PORTLAND, OR 97204

TEL: (503) 227-3251

FAX: (503) 227-7980

ATTN: JOSH RICHARDS, PE, SE

josh.richards@kpff.com

KPFF CONSULTING ENGINEERS

45 FREMONT ST, 28th FLOOR

SAN FRANCISCO, CA 94105

TEL: (415) 268-1042

ATTN: SHARON GALLANT, SE

sharon.gallant@kpff.com

OWNER

DEVELOPER:

ARCHITECT OF

RECORD:

CIVIL ENGINEER:

LANDSCAPE

ARCHITECT:

STRUCTURAL

ENGINEER:

ATFP

CONSULTING

ENGINEER:

COLEBREIT ENGINEERING

2021 NW GRANT AVENUE

CORVALLIS, OR 97330

TEL: (541) 728-3293

ATTN: ADAM BOYD, PE

adamboyd@colebreit.com

COLEBREIT ENGINEERING

2021 NW GRANT AVENUE

CORVALLIS, OR 97330

TEL: (541) 728-3293

ATTN: ADAM BOYD, PE

adamboyd@colebreit.com

COLEBREIT ENGINEERING

2021 NW GRANT AVENUE

CORVALLIS, OR 97330

TEL: (541) 728-3293

ATTN: BRUCE JESSUP, PE

bruce.jessup@colebreit.com

PROFESSIONAL ROOF CONSULTANTS INC.

1108 SE GRAND AVENUE, Suite 300

PORTLAND, OR 97214

TEL: (503) 280-8759

ATTN: THOMAS BERTRAND

thomas.bertrand@professionalroofconsultants.com

DCW COST MANAGEMENT

815 1ST AVENUE, #176

SEATTLE, WA 98104

TEL: (206) 259-2990

ATTN: TRISH DREW

trish@dcwcost.com

BANTAM ENGINEERING

7032 NE SISKIYOU ST

PORTLAND, OR 97213

TEL: (503) 888-3864

ATTN: CHRISTINE McKINLEY, PE cmckinley@bantameng.com

ENERGY

MODELER:

MECHANICAL/

PLUMBING

ENGINEER:

ELECTRICAL

ENGINEER:

BUILDING

ENVELOPE

CONSULTANTS:

COST

ESTIMATORS:

COMMISSIONING

ENGINEER:

REFERENCE SECTION 01 35 73 - DELEGATED DESIGN PROCEDURES FOR ADDITIONAL INFORMATION SEE PROJECT DRAWINGS AND SPECIFICATIONS FOR BALANCE OF DELEGATED DESIGN COMPONENTS AND SYSTEMS

DELEGATED DESIGN AND DEFERRED SUBMITTALS

Section Section Name Delegated Design

Deferred Submittal

Items for AHJ Review

03 00 00 CAST-IN-PLACE CONCRETE YES NO N/A

05 50 00 METAL FABRICATIONS YES YES

05 51 00 METAL STAIRS YES YES

08 80 00 GLAZING YES YES

21 00 00 FIRE SUPPRESSION YES SEPARATE PERMIT BY DESIGN-

BUILD CONTRACTOR

28 00 00 ELECTRONIC SAFETY AND

SECURITY

YES

DESIGN-BUILD CONTRACTOR TO DESIGN "FULLY CODE COMPLIANT SYSTEM" CONCURRENTLY WITH ARCHITECT'S DOCUMENTS. SEISMIC RESTRAINT AND BRACING AND SECUREMENT OF ALL ASSOCIATED EQUIPMENT SHALL BE PROVIDED WHERE THE MOVEMENT AND OVERTURNING DUE TO SEISMIC DISPLACEMENT OF SUCH ITEMS COULD CREATE A LIFE SAFETY HAZARD EITHER BY DIRECT INJURY OR INDIRECTLY BY BLOCKING SAFE EGRESS FROM THE BUILDING.

SEPARATE FIRE PROTECTION REQUIREMENTS

GENERAL CONTRACTOR SHALL OBTAIN FIRE PROTECTION PERMITS FROM THE FIRE MARSHALL'S OFFICE FOR THE FOLLOWING ITEMS:

FIRE SPRINKLERS (PERMIT)

FIRE ALARM SYSTEMS (PERMIT)

UNDERGROUND FIRE LINES (PERMIT)

KNOX BOX

07 46 46 FIBER CEMENT SIDING YES

09 21 16 GYPSUM BOARD ASSEMBLIES YES YES SUSPENDED CEILINGS, SEISMIC BRACING

REQUIREMENTS AND JOISTED SOFFITS

09 51 00 ACOUSTICAL CEILINGS YES YES

03 45 00 PRECAST ARCHITECTURAL CONCRETE YES YES SUPPORT AND ATTACHMENT TO STRUCTURE

06 17 33 PREFABRICATED PLYWOOD I-JOISTS YES

06 17 53 SHOP FABRICATED WOOD TRUSSES YESYES

Separate Permit

NO

NO

NO

NO

NO

NO

NO

NO

NO

NO

YES

YES

SHOP DRAWINGS AND CALCULATIONS

SHOP DRAWINGS AND CALCULATIONS

NO N/A

SHOP DRAWINGS AND CALCULATIONS

07 41 13 YES YES ATTACHMENT TO STRUCTURE;

SOLAR HOT WATER PANELS

NO

SHOP DRAWINGS AND CALCULATIONS

SUSPENDED CEILINGS AND SEISMIC

BRACING REQUIREMENTS

NO

NO SEPARATE PERMIT BY DESIGN-

BUILD CONTRACTOR

METAL ROOF PANELS

01 10 00 SUMMARY NO YES FIRE EVACUATION PLANS

FIRE SAFETY PLANS

BUILDING INFORMATION CARD

SMOKE CONTROL COMMISSIONING REPORT

NO

ATTACHMENT TO STRUCTURE

07 62 00 SHEET METAL FLASHING AND TRIM YES NO NO N/A

07 84 00 FIRESTOPPING YES NO SEE FIRESTOPPING TABLE ON CODE

SUMMARY SHEET

NO

10 14 00 SIGNAGE YES NO CODE REQUIRED SIGNAGE

11 24 25 FALL PROTECTION EQUIPMENT YES YES OSHA COMPLIANCENO

32 84 23 IRRIGATION SYSTEM -

UNDERGROUND SPRINKLERS

YES NO NO DESIGN BUILD SHOP DRAWINGS

NO

NO

05 41 00 LIGHT GAUGE METAL STUD FRAMING YES YES NO SUPPORT OF SUSPENDED GYPSUM CEILINGS

ALTERNATES

EB5

1. NORTH GRAVEL PARKING LOT + SITE LIGHTING

2. ARTIFICIAL SPORTS TURF IN LIEU OF GRASS AT WEST LAWN

(ARMY COMBAT FITNESS TEST COURSE)

3. 24-PAIR FIBER PULL FROM BLDG 57 TO EB5

1X 1X1X

X XX

SB SBSB

2X 2X2X

STOP

S T O P

S T O P

S T O P

LEGEND - CODE COMPLIANCE SYMBOLS

PROPERTY LINE

1/2 HOUR FIRE PARTITION

1 HOUR FIRE PARTITION

1 HOUR FIRE BARRIER

2 HOUR FIRE BARRIER

1 HOUR FIRE RESISTANCE RATED CONSTRUCTION

1 HOUR SMOKE BARRIER

2 HOUR FLOOR / CEILING ASSEMBLY

EXTERIOR EGRESS PATH TO ROW WITH TRAVEL WIDTH

REQUIRED (PROVIDE MINIMUM ILLUMINATION FOR

EXITING - REFER TO ELECTRICAL DRAWINGS).

EGRESS PATH OF TRAVEL WITH TRAVEL WIDTH

REQUIRED (PROVIDE MINIMUM ILLUMINATION FOR

EXITING - REFER TO ELECTRICAL DRAWINGS).

ACCESSIBLE ROUTE OF TRAVEL

COMMON PATH OF EGRESS TRAVEL

EXIT ACCESS DISTANCE

RATED SHAFT (WALL CONSTRUCTION TO MEET FIRE

BARRIER REQUIREMENTS)

44"

E.A. X'-XX" - (PER 1016.2)

C.P. X'-XX" - (PER 1014.3)

44"

# HR

OCCUPANT LOAD AT OPENING

CUMULATIVE OCCUPANT LOAD AT OPENING

BUILDING EXIT

BUILDING CODE APPEAL

AREA REQUIRING CARBON MONOXIDE DETECTION

AREA REQUIRING SMOKE DETECTION

SPRINKLER, SEE FIRE PROTECTION DRAWINGS

AREA NAME

MANUAL PULL STATION REQUIRED

LIGHTED EXIT SIGN - SHADING INDICATES LIGHTED FACE(S)

DIRECTION ARROW CORRESPONDS TO DIRECTION ARROW ON SIGN

LIGHTED EXIT SIGN - CEILING MOUNTED

LIGHTED EXIT SIGN - WALL MOUNTED

FIRE EXTINGUISHER (AND CABINET WHERE OCCURS)

AREA

FE

CO

EB5

2-STORY

E L M

S T R

E E

T

S T R

E E

T N

A M

E T

B D

F

IR

S T R

E E

T

'G' STREET

FUTURE

PARKING

FUTURE

PARKING

FUTURE

DFAC

(400)

NEW BLOCK CENTERED ON BUILDING 5049 (SIM BUILDING)

SHARED SERVICE ACCESS ROAD

TO EB5 MECH YARD & DFAC

FUTURE

OFFICER'S QUARTERS

FUTURE

OFFICER'S QUARTERS

FUTURE

OFFICER'S QUARTERS

241'-1 35/128"

ARCHITECTURE

URBAN DESIGN + PLANNING

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REVISIONS

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CODE

COMPLIANCE

SITE PLAN AND

SUMMARY

BUILDING NARRATIVE

THIS NEW BARRACKS FACILITY EB5 WILL PROVIDE HOUSING FOR 160 NATIONAL GUARD ENLISTED TRAINEES FOR THE TRANSIENT TRAINING PROGRAMS AT THE RAYMOND F. REES TRAINING CENTER. THE 2-STORY BUILDING WILL BE BUILT OF AUSTERE DURABLE FINISHES INCLUDING CMU WALLS WITH A BRICK VENEER FACADE, AND A STANDING SEAM METAL ROOF. THE (8) OPEN BAY BARRACKS WHICH MAKE UP THE WINGS OF THE BUILDING WILL HOUSE 20 BILLETS EACH, AND THE 2ND LEVEL WILL ALSO INCLUDE HOUSING FOR (4) SENIOR LEADER'S QUARTERS IN THE FORM OF TWO PRIVATE ROOMS. THE CENTRAL CORE OF THE BUILDING WILL HOUSE SHARED RESTROOM AND SHOWER FACILITIES, AND A LOUNGE WILL BE LOCATED AT THE SOUTH SIDE FACING THE FUTURE DINING FACILITY WHICH THE BARRACKS WILL SHARE A SERVICE ROAD WITH. THE PROJECT IS TARGETED FOR LEED 4.0 SILVER AND WILL IMPLEMENT ROOFTOP SOLAR HOT WATER PANELS FOR HOT WATER HEATING, AND WILL INCLUDE WATER SAVING INTERIOR AND EXTERIOR MEASURES INCLUDING LOW-WATER LANDSCAPE COMPOSED OF TREES, GRAVEL, DROUGHT TOLERANT GROUNDCOVER, AND DRY CREEK BIOSWALES FOR ONSITE STORMWATER.

APPLICABLE BUILDING REGULATIONS

2022 OREGON STRUCTURAL SPECIALTY CODE (OSSC) BASED ON THE 2021 INTERNATIONAL BUILDING

CODE WITH OREGON AMENDMENTS

2021 INTERNATIONAL FIRE CODE (IFC) WITH OREGON AMENDMENTS

2021 OREGON ENERGY EFFICIENCY SPECIALTY CODE (OEESC) BASED ON ASHRAE STANDARD 90.1-2019

2021 OREGON ELECTRICAL SPECIALTY CODE (OESC) BASED ON 2020 NFPA 70 NATIONAL ELECTRICAL CODE

2022 OREGON MECHANICAL SPECIALTY CODE (OMSC) BASED ON 2021 INTERNATIONAL MECHANICAL CODE

AND INTERNATIONAL FUEL GAS CODE

2021 OREGON PLUMBING SPECIALTY CODE (OPSC) BASED ON 2021 UNIFORM PLUMBING CODE

UNIFIED FACILITIES CRITERIA, DEPARTMENT OF DEFENSE

1_200_01_2019 DoD BUILDING CODE

1_200_02_2020 HIGH PERFORMANCE BULIDING STANDARD

3_201_02_2021 LANDSCAPE ARCHITECTURE

3_210_10_2021 LOW IMPACT DEVELOPMENT

3_410_01_2020 HEATING VENTILATION AND AIR CONDITIONING SYSTEMS

3_420_01_2019 PLUMBING

4_010_01_2020 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS

OPERATIONAL READINESS TRAINING COMPLEX ARMY DESIGN STANDARD, SEPT 2020

ALLOWABLE AREA

ALLOWABLE AREA PER STORY (TABLE 506.2)

*R-1 AND V-B = 7,000 SF PER STORY (MOST RESTRICTIVE)

A-3 AND V-B = 24,000 SF PER STORY

S-1 AND V-B = 36,000 SF PER STORY

MIXED OCCUPANCY, MULTI-STORY BLDGS (TABLE 506.2.4): Aa = [At + (NS X If)]

CHAPTER 5

FRONTAGE INCREASE FACTORS

NORTH EAST SOUTH WEST

30' 30' 30' 30'FRONTAGE (506.2)

AREA INCREASE: FRONTAGE (SECTION 506.3.3, EQUATION 5-5)

TOTAL FRONTAGE (F) = 230' + 93' + 230' + 93' = 646' (SEE SECTION 506.3)

PERIMETER (P) = 230' + 93' + 230' + 93' = 646'

OPEN SPACE WIDTH (W) = 30' (SEE SECTION 506.3.2)

FRONTAGE INCREASE FACTOR: I =

PROPOSED BUILDING AREAS (SF)

LEVEL 01

LEVEL 02

TOTAL

OCC R-1OCC A-3

1,953 SF

1,953 SF

8,885 SF

9,422 SF

18,307 SF

855 SF

609 SF

1,464 SF

BUILDING IS PROVIDED WITH NFPA 13R SPRINKLER SYSTEM (S13R) PER 903 3.1.2

I f = F

P

- 0.25

W

= - 0.25

A a =

ALLOWABLE AREA PER STORY

A = ALLOWABLE AREA PER STORY

A = TABULAR AREA PER STORY, R-1, V-B, S13R (TBL 506.2) =

I = AREA INCREASE FACTOR DUE TO FRONTAGE (SEE ABOVE) =

NS = NON-SPRINKLERED, R-1, V-B =

f t a

A t + x

I f f

= + xNS 12,250 SF

< 12,250 SF ALLOWABLE

ACC S-1 TOTAL

11,693 SF

10,031 SF

21,724 SF

508 PATH

SEPARATED

ACCESSORY

NOTE 1: LEVEL 1 OCC A-3 EXCEEDS 10% AREA OF LEVEL 1 AND IS SEPARATED BY A 2-HR FIRE BARRIER.

NOTE 2: LEVEL 2 SINCE S-1 IS LESS THAN 10% FLOOR AREA, IT IS ACCESSORY TO R-1, THEREFORE THE

STORY IS EVALUATED SOLELY AS GROUP R-1

NOTE 3: LEVEL 2 OCC R-1 GOVERNS

ACTUAL AREA OCC A-3

ALLOWABLE AREA OCC A-3

ACTUAL AREA OCC R-1

ALLOWABLE AREA OCC R-1

ACTUAL AREA OCC S-1

ALLOWABLE AREA OCC S-1

24,000

8,885

12,250

36,000

0.081 + 0.725 + 0.02 = 0.826 < 1

OK

REFER TO CALC ABOVE

0.75

75%

0.75

0.75

7000 SF 7000 SF

7000 SF

7000 SF

BUILDING CONSTRUCTION

CONSTRUCTION TYPE: V-B OCCUPANCY: R-1 SPRINKLERS: S13R

CHAPTER 5, 6 & 7

BUILDING HEIGHT (PER TABLE 504.3) 60'-0" 34'-8"

ALLOWABLE PROPOSED

NUMBER OF STORIES (PER TABLE 504.4) 3 STORIES 2 STORIES

FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (TABLE 601)

BUILDING ELEMENT VB

REQUIRED PROPOSED

STRUCTURAL FRAME

BEARING WALLS - EXTERIOR

INTERIOR

a. NOT LESS THAN THE FIRE RESISTANCE REQUIRED BY FIRE SEPARATION DISTANCE PER TABLE 602

b. NOT LESS THAN THE FIRE RESISTANCE REQUIRED BY SECTION 704.10

NONBEARING WALLS AND PARTITIONS - INTERIOR

FLOOR CONSTRUCTION

ROOF CONSTRUCTION

VB

a,b b

BUILDING OCCUPANCY AND SEPARATIONS

APPLICABLE OCCUPANCY CLASSIFICATION GROUPS: A-3, R-1

ACCESSORY OCCUPANCIES: B, S-1 (508.2.4)

OCCUPANCY SEPARATION REQUIRED (508.4)

OCCUPANCY

CORRIDOR

UNIT TO UNIT

UNIT TO OTHER

OCCUPANCY SEPARATION (FIRE RATING)

1/2 HOUR FIRE PARTITION (1020.1)

1 HOUR FIRE PARTITION (420 & 708)

CHAPTER 3 & 5

OPENING PROTECTIVES TABLE 716.1(2)

R-1 TO A-3 2 HOUR FIRE BARRIER (508.4 & 707) 90 MIN

45 MIN

20 MIN

FIRE PROTECTION

FIRE EXTINGUISHERS: CLASS A/B/C/D

CHAPTER 9

AUTOMATIC SPINKLER SYSTEM

FIRE ALARM SYSTEM*

SMOKE DETECTION SYSTEM*

REQUIRED PROPOSED TYPE/CLASS

YES PER 420.4, 903.3.1.2 YES NFPA 13R**

YES PER 907.2.8 YES NFPA 72

YES PER 907.2.10.1 YES NFPA 72

*PROVIDE FIRE PROTECTION PER IFC 907.

CARBON MONOXIDE ALARMS YESYES PER 915.1.2 GROUP R

CARBON MONOXIDE ALARMS: PROVIDE A CARBON MONOXIDE DETECTOR IN EACH SLEEPING ROOM, AS WELL AS THE LOUNGE COMMON AREA PER OSSC 915.1.2. A COMBINATION FIRE, SMOKE, CARBON

MONOXIDE ALARM IS PERMITTED IN A HARDWIRED DETECTION SYSTEM.

**PER 708.4.2 (2) EXC. 1 - ATTIC IS TO BE SPRINKLERED IN LIEU OF DRAFTSTOPPING

ENERGY CONSERVATION 2021 OEESC

REQUIRED PROPOSED

SYSTEM DESIGN FOR THIS PROJECT IS GOVERNED BY LEED REQUIREMENTS. REFERENCE SECTION 01 35 15

- LEED REQUIREMENTS FOR ADDITIONAL INFORMATION.

BUILDING COMPONENTS

BUILDING ENVELOPE REQUIREMENTS - CLIMATE ZONE 5B - ASHRAE 90.1 2022, 5.5 (TABLE 5.5-5)

R-30 ci

R-11.4 ci R-11.4 ci

R-30 ciROOFS - INSULATION ENTIRELY ABOVE DECK

ABOVE-GRADE WALL - MASS

SLAB-ON-GRADE FLOORS - UNHEATED R-15 FOR 24" R-15 FOR 24"

FENESTRATION (FIXED): U-VALUE 0.36

U = 0.370

0.26

U = 0.370OPAQUE DOORS - SWINGING

FLOORS - WOOD-FRAMED AND OTHER R-30 R-30

R-7.5 ci R-7.5 ciBELOW-GRADE WALL - MASS

FENESTRATION (OPERABLE): U-VALUE

FENESTRATION (FIXED): SHADING CO-EFFICIENT (SHGC)

FENESTRATION (OPERABLE): SHGC

0.38 0.22

0.45

0.33

0.27

0.22

GENERAL INFORMATION

PERMIT APPLICANT: SERA ARCHITECTS, INC. 503.445.7372

ON BEHALF OF OREGON MILITARY DEPARTMENT

LEGAL DESCRIPTION: UMATILLA ORDNANCE DEPOT (TAX EXEMPT)

A PARCEL OF LAND SITUATED IN TOWNSHIP 4 NORTH, RANGE 27 WEST,

SECTION 15, OF THE UMATILLA COUNTY DEPOT PLAN DISTRICT, HERMISTON

OREGON, CONTAINING 19,728 ACRES WITH 7,500 ACRES ZONED FOR MILITARY

USE

ZONING: UDM (UMATILLA ARMY DEPOT MILITARY ZONE)

SEISMIC ZONE: DESIGN CATEGORY C

PROJECT ADDRESS: 78798 ORDNANCE ROAD / HERMISTON, OR 97838

INTERIOR ENVIRONMENT

OCCUPIED ROOMS: NATURAL VENTILATION PROVIDED PER 1202.5.

TOILET & BATH ROOMS: MECHANICAL VENTILATION PROVIDED PER 1202.5.2.1

NATURAL LIGHT: NET GLAZED AREA IS GREATER THAN 8% OF FLOOR AREA OF ROOM SERVED PER 1204.2

CHAPTER 12

MEANS OF EGRESS

EGRESS WIDTH PER OCCUPANT SERVED (SECTION 1005.3):

STAIRWAYS: (0.3"/OCC) = REFER TO BUILDING EXITING TABLE ON THIS SHEET

OTHER EGRESS COMPONENTS: (0.2"/OCC) = REFER TO BUILDING EXITING TABLE ON THIS SHEET

44" MINIMUM STAIRWAY WIDTH REQUIRED PER 1009.4

CHAPTER 10

NUMBER OF EXITS (1006):

TWO EXITS REQUIRED PER TABLE 1006.2.1

ILLUMINATED EXIT SIGNS: REQUIRED PER 1011.1

EXIT ACCESS (1006):

COMMON PATH OF EGRESS TRAVEL PER 1006.2.1: R-1 OR A OCCUPANCY: 75'-0"

EXIT ACCESS TRAVEL DISTANCE (1017):

OCC A,R,S-1 = 250'-0" IN A BUILDING PROVIDED WITH A SPRINKLER MEETING 903.3.1.2

EXIT ACCESS ILLUMINATION REQUIREMENT:

EGRESS LIGHTING REQUIRED ALONG THE EGRESS PATH TO THE R.O.W. PER SECTION 1008.

PERFORMANCE REQUIREMENTS:

AVERAGE OF 1fc WITH A MINIMUM OF 0.1fc AT ANY POINT ON THE EGRESS PATH AT FLOOR LEVEL LIGHT LEVEL MAY DECLINE TO AVERAGE OF 0.6fc WITH A MINUMN OF 0.06fc AT ANY POINT ON THE EGRESS

PATH AT FLOOR LEVEL AFTER 90 MINUTES OF OPERATION ON EMERGENCY POWER.

MAXIMUM TO MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED.

POWER PROVIDED BY BATTERY INVERTERS (EMERGENCY GENERATOR) (REFERECE ELECTRICAL

DOCUMENTS)

MINIMUM PLUMBING FIXTURE REQUIREMENTS

CHAPTER 29 AND PLUMBING CODE

USE

LAVATORIES DRINKING

FOUNTAINS

1 PER

FLOOR

SHOWERS

F

0.13

0.10

2.9

0.15

M

0.52

0.10

11.9

0.15

A-3

B

R-1

(DORM)

S-1

WATER CLOSET

F

0.38

0.16

2.9

0.15

M

4.16

0.16

11.9

0.15

LOAD

104/25

119/29

RATIO RATIO

OCCUPANCY

1 PER

1 PER

1 PER

1 PER

1 PER

1 PER

1 PER

1 PER

RATIO

1 PER

1 PER

1 PER

1 PER

SUBTOTAL

REQUIRED

PROVIDED

16.37

3.59

4 2

F

M

RATIO

1 PER

3.614.9

3.2812.67

13 4

3.614.9

14 W.C.'S +

14 URINALS*

= 23.33 WC'S

4 W.C.'S 21 3 321

NOTE: THE GENDER SPLIT IS BASED ON THE DESIGN CRITERIA OF ONE OPEN BAY DEDICATED TO FEMALES DUE TO THE UNEVEN DIVISION OF GENDER IN THE NATIONAL GUARD. NON-DORMITORY AREAS HAVE BEEN

GENDER SPLIT AT 80/20.

ROOFING REQUIREMENTS

BASIC WIND SPEED: 102 MPH

WIND EXPOSURE: C (PER 1609.4.3)

FIRE CLASSIFICATION: C (PER 1505.1)

METAL ROOF PANELS: 1507.4

ROOFTOP MOUNTED SOLAR PANELS 1505.9

CHAPTER 15

CLADDING REQUIREMENTS

BASIC WIND SPEED: 102 MPH

WIND EXPOSURE: C (PER 1609.4.3)

FIRE CLASSIFICATION: PER TABLE 602

ANCHORED MASONRY VENEER: 1404.6

CHAPTER 14 & 16

SHAFTS

SHAFT CONSTRUCTION: 1-HR REQUIRED PER 713.4

CHAPTER 7

SOUND TRANSMISSION CHAPTER 12

FLOOR/CEILING ASSEMBLIES SEPARATING SLEEPING

UNITS FROM EACH OTHER AND FROM ADJACENT

PUBLIC AREAS

IIC 50 (45 FIELD) IIC 50 MIN

REQUIRED PROPOSED

INTERIOR WALL ASSEMBLIES SEPARATING

SLEEPING UNITS FROM EACH OTHER AND FROM

ADJACENT PUBLIC AREAS.

NOTES:

REFERENCE ASSEMBLIES FOR SPECIFIC ASSEMBLY SOUND TRANSMISSION INFORMATION.

STC 50 (45 FIELD) STC 50 MIN

BUILDING ELEMENT

DISABLED ACCESS REQUIREMENTS

THIS BUILDING TYPE IS CONSIDERED AN ABLE-BODIED TRAINING FACILITY AND IS NOT REQUIRED TO BE

ACCESSIBLE PER ORTC 3.1.3 (B).

UFC, ORTC

GENERAL NOTES - CODE SUMMARY

A. CODE SUMMARY KEYED NOTES APPLY TO G100 SERIES SHEETS. ALL KEYED NOTES MAY

NOT OCCUR ON THIS SHEET AND DO NOT APPLY TO ANY OTHER SHEETS EXCEPT THOSE

NOTED.

B. ALL WORK SHOWN ON THIS SHEET IS INCLUDED IN THE CONTRACT FOR CONSTRUCTION,

WHETHER SHOWN ELSEWHERE OR NOT. CONTRACTOR SHALL MAKE ALLOWANCES FOR

CONNECTION, HOOK UP, ETC. AS REQUIRED SO THAT ITEMS, EQUIPMENT, ETC. ARE FIT

FOR INTENDED PURPOSE.

C. SEE ELECTRICAL AND MECHANICAL PLANS FOR ADDITIONAL SYMBOLS

D. PROVIDE LISTED FIRESTOP, CONTINUOUS AT PERIMETER GAPS OF ALL RATED

CONSTRUCTION AS REQUIRED TO MAINTAIN THE SPECIFIED RATING.

E. SQUARE FOOTAGE AREA CALCULATIONS ARE BASED ON THE BUILDING CODE

DEFINITIONS OF GROSS AND NET AREAS AS USED TO DETERMINE OCCUPANT LOADS

ONLY AND ARE NOT A REPRESENTATION OF LEASABLE AREA.

F. AT FIRE WALLS, BARRIERS, AND PARTITIONS ACCESSIBLE IN A CONCEALED FLOOR,

FLOOR/CEILING OR ATTIC SPACE - PROVIDE PERMANENT IDENTIFICATION WITH SIGNS OR

STENCILING, NOT LESS THAN 3" HIGH WITH A MINIMUM 3/8" STROKE IN CONTRASTING

COLOR TO SAY "FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS." SIGNS SHALL

BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT

EXCEEDING 30 FEET PER OSSC 703.7.

1" = 40'-0"

CODE COMPLIANCE SITE PLAN

Add

X

X

X

X

X

X

X

X

X

X

X

X

2X2X 2X2X2X

X

2X2X

X

2X2X 2X2X2X

1X 1X1X

X XX

SB SBSB

2X 2X2X

X

X

X

X

X

X

X

X

X

X

X

X

2X2X 2X2X2X2X2X2X2X2X2X2X

OCC:

OLF:

OT:

AREA:

1575 SF

R-1

OPEN-BAY-BARRACK

(20 BEDS)

OCC:

OLF:

OT:

AREA:

1574 SF

R-1

OPEN-BAY-BARRACK

(20 BEDS) OCC:

OLF:

OT:

AREA:

210 SF

R-1

STAIR

OCC:

OLF:

OT:

AREA:

39 SF

S-1

MECH

OCC:

OLF:

OT:

AREA:

217 SF

S-1

STORAGE

OCC:

OLF:

OT:

AREA:

190 SF

R-1

ADMIN OFFICE

OCC:

OLF:

OT:

AREA:

85 SF

S-1

SPRINKLER

OCC:

OLF:

OT:

AREA:

77 SF

S-1

ITOCC:

OLF:

OT:

AREA:

220 SF

S-1

ELECTRICAL

OCC:

OLF:

OT:

AREA:

42 SF

S-1

MECH

OCC:

OLF:

OT:

AREA:

296 SF

R-1

RESTROOM

OCC:

OLF:

OT:

AREA:

235 SF

S-1

MECHANICAL

OCC:

OLF:

OT:

AREA:

40 SF

S-1

MECH

OCC:

OLF:

OT:

AREA:

73 SF

S-1

JANITOR

OCC:

OLF:

OT:

AREA:

299 SF

R-1

RESTROOM

OCC:

OLF:

OT:

AREA:

1953 SF

A-3

LOUNGE

OCC:

OLF:

OT:

AREA:

1574 SF

R-1

OPEN-BAY-BARRACK

(20 BEDS)

OCC:

OLF:

OT:

AREA:

1576 SF

R-1

OPEN-BAY-BARRACK

(20 BEDS)

OCC:

OLF:

OT:

AREA:

129 SF

R-1

VENDING/DF

OCC:

OLF:

OT:

AREA:

805 SF

R-1

CIRCULATION

OCC:

OLF:

OT:

AREA:

210 SF

R-1

STAIR

F E

F E

STAIR OCCUPANT LOAD:

REQUIRED WIDTH:

PROVIDED WIDTH:

PROVIDED STAIR CAPACITY:

REQUIRED DOOR WIDTH:

PROVIDED DOOR WIDTH:

PROVIDED DOOR CAPACITY

STAIR 2

46 * 0.15 = 7" 36"

46 * 0.3 = 14" 48"

PROVIDED CLEAR DOOR WIDTH:

PROVIDED DOOR CAPACITY: 360

72"

DOOR 3

PROVIDED CLEAR DOOR WIDTH:

PROVIDED DOOR CAPACITY: 180

36"

DOOR 1

PROVIDED CLEAR DOOR WIDTH:

PROVIDED DOOR CAPACITY: 360

72"

DOOR 4

F E

F E

STAIR OCCUPANT LOAD:

REQUIRED WIDTH:

PROVIDED WIDTH:

PROVIDED STAIR CAPACITY:

REQUIRED DOOR WIDTH:

PROVIDED DOOR WIDTH:

PROVIDED DOOR CAPACITY

STAIR 1

46 * 0.15 = 7" 36"

46 * 0.3 = 14" 48"

PROVIDED CLEAR DOOR WIDTH:

PROVIDED DOOR CAPACITY: 180

36"

DOOR 2

STAIR OCCUPANT LOAD:

REQUIRED WIDTH:

PROVIDED WIDTH:

PROVIDED STAIR CAPACITY:

REQUIRED DOOR WIDTH:

PROVIDED DOOR WIDTH:

PROVIDED DOOR CAPACITY

STAIR 3

100 * 0.15 = 15" 36"

100 * 0.3 = 30" 48"

OCC:

OLF:

OT:

AREA:

296 SF

R-1

RESTROOM

OCC:

OLF:

OT:

AREA:

299 SF

R-1

RESTROOM

E.A. 91'-4" - (PER 1016.2)

C.P. 0'-0" - (PER 1014.3)

CO

CO

CO

PROVIDE CONDUIT

INFRASTRUCTURE

FOR FUTURE DAS

2 1 11

1 1

CO

CO

COCO

CO

MASS NOTIFICATION

INITIATING DEVICE

FE

FE

20 20

2 HOUR LID PER

ASSEMBLY FC6/A002 -

REFER TO 3/A401 & 7/A704

1/3 DIAGONAL = 71'-4" < 211'-0 1/2"

213'-6" (OSSC 1007.1.1)

211'-0 1/2"

LEGEND - CODE COMPLIANCE SYMBOLS

PROPERTY LINE

1/2 HOUR FIRE PARTITION

1 HOUR FIRE PARTITION

1 HOUR FIRE BARRIER

2 HOUR FIRE BARRIER

1 HOUR FIRE RESISTANCE RATED CONSTRUCTION

1 HOUR SMOKE BARRIER

2 HOUR FLOOR / CEILING ASSEMBLY

EXTERIOR EGRESS PATH TO ROW WITH TRAVEL WIDTH

REQUIRED (PROVIDE MINIMUM ILLUMINATION FOR

EXITING - REFER TO ELECTRICAL DRAWINGS).

EGRESS PATH OF TRAVEL WITH TRAVEL WIDTH

REQUIRED (PROVIDE MINIMUM ILLUMINATION FOR

EXITING - REFER TO ELECTRICAL DRAWINGS).

ACCESSIBLE ROUTE OF TRAVEL

COMMON PATH OF EGRESS TRAVEL

EXIT ACCESS DISTANCE

RATED SHAFT (WALL CONSTRUCTION TO MEET FIRE

BARRIER REQUIREMENTS)

44"

E.A. X'-XX" - (PER 1016.2)

C.P. X'-XX" - (PER 1014.3)

44"

# HR

OCCUPANT LOAD AT OPENING

CUMULATIVE OCCUPANT LOAD AT OPENING

BUILDING EXIT

BUILDING CODE APPEAL

AREA REQUIRING CARBON MONOXIDE DETECTION

AREA REQUIRING SMOKE DETECTION

SPRINKLER, SEE FIRE PROTECTION DRAWINGS

AREA NAME

MANUAL PULL STATION REQUIRED

LIGHTED EXIT SIGN - SHADING INDICATES LIGHTED FACE(S)

DIRECTION ARROW CORRESPONDS TO DIRECTION ARROW ON SIGN

LIGHTED EXIT SIGN - CEILING MOUNTED

LIGHTED EXIT SIGN - WALL MOUNTED

FIRE EXTINGUISHER (AND CABINET WHERE OCCURS)

AREA

FE

CO

OCC:

OLF:

OT:

AREA:

265 SF

R-1

STAIR

OCC:

OLF:

OT:

AREA:

1569 SF

R-1

OPEN-BAY-BARRACK

(20 BEDS)

OCC:

OLF:

OT:

AREA:

1571 SF

R-1

OPEN-BAY-BARRACK

(20 BEDS)

OCC:

OLF:

OT:

AREA:

39 SF

S-1

MECH

OCC:

OLF:

OT:

AREA:

498 SF

R-1

SENIOR LEADER'S

QUARTERS

OCC:

OLF:

OT:

AREA:

487 SF

R-1

SENIOR LEADER'S

QUARTERS

OCC:

OLF:

OT:

AREA:

785 SF

R-1

CIRCULATION

OCC:

OLF:

OT:

AREA:

296 SF

R-1

RESTROOM

OCC:

OLF:

OT:

AREA:

296 SF

R-1

RESTROOM

OCC:

OLF:

OT:

AREA:

296 SF

R-1

RESTROOM

OCC:

OLF:

OT:

AREA:

296 SF

R-1

RESTROOM

OCC:

OLF:

OT:

AREA:

317 SF

S-1

MECHANICAL

OCC:

OLF:

OT:

AREA:

47 SF

S-1

JANITOR

OCC:

OLF:

OT:

AREA:

112 SF

S-1

STORAGE

OCC:

OLF:

OT:

AREA:

39 SF

S-1

MECH

OCC:

OLF:

OT:

AREA:

39 SF

S-1

MECH

OCC:

OLF:

OT:

AREA:

1572 SF

R-1

OPEN-BAY-BARRACK

(20 BEDS)

OCC:

OLF:

OT:

AREA:

1522 SF

R-1

OPEN-BAY-BARRACK

(20 BEDS)

OCC:

OLF:

OT:

AREA:

265 SF

R-1

STAIR

F E

F E

E.A. 115'-4" - (PER 1016.2)

C.P. 0'-0" - (PER 1014.3)

F E

F E

1 HR

CO

PROVIDE CONDUIT

INFRASTRUCTURE

FOR FUTURE DAS

CO

CO

10 10 1

COCO

19 19

FE

CO

CO

2-HOUR FIRE BARRIER

BELOW TO EXTEND UP TO

LOUNGE ROOF SHEATHING

PER OSSC SECT 707.5. -

REFER TO 3/A401 & 6/A704

ARCHITECTURE

URBAN DESIGN + PLANNING

INTERIOR DESIGN

PORTLAND|OAKLAND

SERADESIGN.COM

CHECKED BY:

ISSUE DATE:

PROJECT NO:

REVISIONS

S E

R A

A rc hi te ct s, In c.

C o p y ri g h t p ro te c te d

S e e D e s ig n A g re e m e n t.

F o r u s e o n t h is p ro je c t o n ly

U n a u th o ri z e d r e p ro d u c ti o n o f a n y p a rt o f th is m a te ri a l is p ro h ib it e d

/3

/2

:5

:4

A

M

P E

R M

IT

B

ID

S E

T

O M

D E

N L

IS

T E

D B

A R

R A

C K

S E

B

O R

E G

O N

M

IL

IT

A

R Y

D E

P A

R T M

E N

T

O

R D

N A

N C

E R

D H

E R

M

IS

T O

N O

R

G101

ML

30 JUNE 2023

2201032

CODE

COMPLIANCE

PLANS

1/8" = 1'-0"

CODE COMPLIANCE PLAN - LEVEL 01

GENERAL NOTES - CODE SUMMARY

A. CODE SUMMARY KEYED NOTES APPLY TO G100 SERIES SHEETS. ALL KEYED NOTES MAY

NOT OCCUR ON THIS SHEET AND DO NOT APPLY TO ANY OTHER SHEETS EXCEPT THOSE

NOTED.

B. ALL WORK SHOWN ON THIS SHEET IS INCLUDED IN THE CONTRACT FOR CONSTRUCTION,

WHETHER SHOWN ELSEWHERE OR NOT. CONTRACTOR SHALL MAKE ALLOWANCES FOR

CONNECTION, HOOK UP, ETC. AS REQUIRED SO THAT ITEMS, EQUIPMENT, ETC. ARE FIT

FOR INTENDED PURPOSE.

C. SEE ELECTRICAL AND MECHANICAL PLANS FOR ADDITIONAL SYMBOLS

D. PROVIDE LISTED FIRESTOP, CONTINUOUS AT PERIMETER GAPS OF ALL RATED

CONSTRUCTION AS REQUIRED TO MAINTAIN THE SPECIFIED RATING.

E. SQUARE FOOTAGE AREA CALCULATIONS ARE BASED ON THE BUILDING CODE

DEFINITIONS OF GROSS AND NET AREAS AS USED TO DETERMINE OCCUPANT LOADS

ONLY AND ARE NOT A REPRESENTATION OF LEASABLE AREA.

F. AT FIRE WALLS, BARRIERS, AND PARTITIONS ACCESSIBLE IN A CONCEALED FLOOR,

FLOOR/CEILING OR ATTIC SPACE - PROVIDE PERMANENT IDENTIFICATION WITH SIGNS OR

STENCILING, NOT LESS THAN 3" HIGH WITH A MINIMUM 3/8" STROKE IN CONTRASTING

COLOR TO SAY "FIRE AND/OR SMOKE BARRIER - PROTECT ALL OPENINGS." SIGNS SHALL

BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT

EXCEEDING 30 FEET PER OSSC 703.7.

1/8" = 1'-0"

CODE COMPLIANCE PLAN - LEVEL 02

FO DOOR

32" MIN

18" MIN

M

IN

FO DOOR

32" MIN

X

M

IN

FRONT APPROACH

FO DOOR

32" MIN

X

Y

FO DOOR

32" MIN

M

IN

Y

HINGE APPROACH

IF X = 36" MIN

THEN Y = 60"

IF X = 42" MIN

THEN Y = 54"

PULL SIDE PUSH SIDE PULL SIDE PUSH SIDE

FO DOOR

32" MIN

24" MIN

M

IN

Y

FO DOOR

32" MIN

M

IN

Y

LATCH APPROACH

Y = 54" MIN IF

CLOSER IS

PROVIDED

PULL SIDE PUSH SIDE

24" MIN

X = 12" MIN

IF CLOSER

AND LATCH

ARE

PROVIDED

Y = 48" MIN IF

CLOSER AND

LATCH ARE

PROVIDED

X=12" IF CLOSER

AND LATCH ARE

PROVIDED

Y = 48" MIN IF

CLOSER IS

PROVIDED

MIN

22" X

REQUIRED BARRIER

ZONE AT HATCHED AREA

M A

X

6"

6' -8

VERTICAL BEVELED

BEVELED

1/ 2"

M A

X

1/ 4"

M A

X

1/ 4"

M A

X 1/

4" M

A X

1/ 2"

M A

X

DOOR ELEVATION

M

IN

N

O T

E

OPERATING FORCE FOR DOORS/GATES:

• EXTERIOR DOORS: 8.5 LBF

• INTERIOR DOORS: 5 LBF

• PRESSURIZED STAIR DOORS: 15 LBS AT EXT DOORS OR AS REQUIRED BY AHJ.

• WHERE ENVIRONMENTAL CONDITIONS REQUIRE GREATER CLOSING PRESSURE, POWER-OPERATED DOORS SHALL BE USED WITHIN THE ACCESSIBLE ROUTE.

• FIRE DOORS SHALL HAVE MINIMUM FORCE NECESSARY TO CLOSE AND LATCH THE DOOR.

M A

X

DOOR ELEVATION NOTES:

1. OPERABLE DOOR HARDWARE MUST BE OPERABLE WITH ONE HAND WITHOUT TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST.

2. DOOR SURFACE WITHIN 10" VERTICAL OF THE FLOOR ON PUSH SIDE SHALL BE SMOOTH EXCEPT FOR SLIDING DOORS OR TEMPERED GLASS DOORS WITHOUT STILES

WITH COMPLIANT BOTTOM SHOE.

3. DOOR OR SIDE LITES WITH VISION LITES UNDER 66" NEED TO PROVIDE A VISION LITE PANEL AT EITHER DOOR OR SIDE LITE WITH BOTTOM 43" MAX AFF.

(N O

T E

PHOTOLUMINESCENT

STRIP AROUND

PERIMETER OF FINAL

EXIT DOOR

RUNNING MAN

SIGN ON DOOR

HARDWARE

MARKINGS

MIN

12"

M A

X

2" M

A X

1" M

IN

PHOTOLUMINESCENCE AT EXIT

FOR A OCCUPANCIES

OPERABLE

DOOR

HARDWARE,

(NOTE 1)

M

IN

M

IN

M

IN 60" MIN 60" MIN 60" MIN

D O

O R

W

ID

T H

D O

O R

W

ID

T H

M

IN

D O

O R

W

ID

T H

FRONT APPROACH

MIN CLR

1 1/2" MIN CLR

32"

M

IN

HINGE APPROACH

MIN CLR

32"

MIN CLR

1 1/2"

M

IN

LATCH APPROACH

M

IN

MIN CLR

32"

MIN CLR

1 1/2"

MIN

22"

MIN

24"

FRONT APPROACHSIDE APPROACH

MIN CLEAR

Y

MIN CLEAR

Y

X M

IN

X M

IN

X < 24", Y = 32" X > 24", Y = 36"

GENERAL NOTES

UNLESS NOTED OTHERWISE, ALL DIMENSIONS ON THIS SHEET ARE MEASURED FROM

FACE OF FINISH. CLEAR DIMENSIONS SHOULD BE MEASURED FROM FACE OF BASE

BOARDS, CHAIR RAILS, WAINSCOT, ETC. DIMENSIONS NOT ON THIS SHEET MAY BE

MEASURED DIFFERENTLY.

VERIFY COMPONENT DIMENSIONS AND LEVELING REQUIREMENTS ARE WITHIN

ALLOWABLE DIMENSIONS.

DIMENSIONS AND CONFIGURATIONS SHOWN ARE FOR REFERENCE ONLY. ACTUAL

DIMENSIONS AND CONFIGURATIONS MAY VARY. MINIMUMS AND MAXIMUMS

INDICATED IN THE DOCUMENTS MAY BE MORE STRINGENT THAN THOSE DIMENSIONS

INDICATED ON THIS SHEET. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY

DIMENSIONS THAT DO NOT MEET OR EXCEED THE GUIDELINES ON THIS SHEET.

VERIFY CLEARANCES WITH MANUFACTURER'S PRODUCT SIZES AND REQUIREMENTS

TO ENSURE ACCESSIBLE CLEARANCES ARE MET.

COMMON USE AREAS THAT ARE LEASABLE OR AVAILABLE TO THE PUBLIC AT LARGE

(RATHER THAN SOLELY FOR THE USE OF RESIDENCE AND THEIR GUESTS) MUST

COMPLY WITH ADA 2010.

1.

2.

3.

4.

5.

FO DOOR

32" MIN

18" MIN

M

IN

FO DOOR

32" MIN

M

IN

PULL SIDE PUSH SIDE

8"

8"

FO DOOR

32" MIN

M

IN

PUSH SIDE IF BOTH

CLOSER AND LATCH ARE

PROVIDED

8"

12" MIN

SWING DOOR POCKET OR SLIDING DOOR

CLR

32" MIN

BIFOLD DOOR

CLR

32" MIN

BARN DOOR

CLR

32" MIN

36" TYP 36" TYP36" TYP

MIN

1 1/2"

MIN

1 1/2"

DOOR IN OPEN

POSITION

DOOR IN CLOSED

POSITION

DOOR IN OPEN

POSITION

DOOR IN CLOSED

POSITION

MIN

1 1/2"

USABLE DOOR WIDTH NOTE:

PROVIDE DOOR STOP SO THAT HARDWARE REMAINS ACCESSIBLE IN ALL POSITIONS.

90.00°

CLR

32" MIN

36" TYP

MIN

1 1/2"

STROBES ROOM SIGNAGE

AND DOOR

VIEWER

T .O

. L E

N S

M A

X

THERMOSTAT/

SECURITY/

FIRE ALARM

CEILING

FEC

4" M

A X

P R

O T

R U

S

IO

N

T O

F E

F

E C

H A

N D

LE

S

M A

X

O F

L O

W E

S T

A N

D H

IG

H

E S

T C

H A

R A

C T

E R

M

IN

0" M

A X

, T O

B A

S E

LI

N

E

ELEC

PANEL

M

IN

MOP

RACK

M A

X

(N O

T E

S

M

A X

ON TACTILE CHARACTERS

18" CLR FLOOR SPACE CENTERED

A C

C E

S S

IB

LE

H E

IG

H

T

N O

N -A

C C

E S

S

IB

LE

H

E

IG

H T

T Y

P

B A

S E

D O

N T

A C

T

IL

E S

IG

N

(N O

T E

6" M

IN

B .O

. L E

N S

M

IN

ACCESSORIES, DEVICES AND APPLIANCES NOTE:

1. MAXIMUM HEIGHT TO TOP OF ALL OPERABLE PARTS (UNOBSTRUCTED). COMPLY WITH FORWARD AND SIDE REACH LIMITS AND PROTRUDING OBJECTS, REFER TO DIAGRAMS ON ACCESSIBILITY SHEETS.

2. ALIGN ALL DEVICES AND/OR APPLIANCES WHERE ADJACENT TO EACH OTHER.

3. PROVIDE EITHER A PARALLEL OR FORWARD CLEAR FLOOR SPACE CENTERED AT EACH ELEMENT. REQUIREMENTS DO NOT APPLY AT ELEMENTS USED ONLY BY SERVICE OR MAINTENANCE PERSONNEL.

4. WINDOW REQUIREMENTS APPLY ONLY WHERE WINDOWS ARE USED FOR EGRESS OR NATURAL VENTILATION, OR FOR USE BY OCCUPANTS (PER ADAS229.1). 5 LBS MAX FORCE REQUIRED FOR WINDOW

OPERATION AND LATCHING.

OPERABLE WINDOW HARDWARE MUST BE OPERABLE WITH ONE HAND WITHOUT TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST.

5. WHERE REQUIRED, PROVIDE COMPLIANT RAISED CHARACTERS, WHICH SHALL BE DUPLICATED IN BRAILLE.

6. X = 80" MIN IN A ROLL IN SHOWER LOCATED ALONG A CIRCULATION PATH. , 78" TYPICAL

7. Y = 84" TYP OR ALIGN WITH SHOWER ROD.

8. REFER TO WATER CLOSET DIAGRAMS FOR MOUNTING HEIGHTS.

9. RECESSED DISPENSERS PROJECTING FROM THE WALL 1/4" MAX. SHALL BE PERMITTED WITHIN THE GRAB BAR SPACING.

FIRE ALARM

PULL STATION

DATA OR

OUTLET

SWITCH OUTLET OR

SWITCH ABOVE

COUNTER

COAT

HOOKS

WINDOWS

(N O

T E

S

M

A X

M

IN

(NOTE 4)

T O

C E

N T

E R

O F

B O

X 8"

F R

O M

C O

U N

T E

R (N

O T

E S

-3

(N O

T E

M A

X H

A N

D T

O W

E L

B A

R

(N O

T E

M A

X T

O W

E L

B A

R

(N O

T E

M A

X R

O B

E H

O O

K

S H

O W

E R

R O

D

N O

T E

X

S H

O W

E R

H E

A D

N

O T

E

Y

PAPER TOWEL

DISPENSER

SANITARY

NAPKIN

DISPENSER

SEAT COVER

DISPENSER

(N O

T E

S

M

A X

SHELFSOAP

DISPENSER

M A

X

M

IN

TOILET

PAPER

COMBO

BABY

CHANGING

STATION

(N O

T E

S

(N O

T E

S

M

A X

IN

O

P E

N P

O S

IT

IO

N

C

LR

ARCHITECTURE

URBAN DESIGN + PLANNING

INTERIOR DESIGN

PORTLAND|OAKLAND

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S e e D e s ig n A g re e m e n t.

F o r u s e o n t h is p ro je c t o n ly

U n a u th o ri z e d r e p ro d u c ti o n o f a n y p a rt o f th is m a te ri a l is p ro h ib it e d

/3

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:4

A

M

P E

R M

IT

B

ID

S E

T

O M

D E

N L

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T E

D B

A R

R A

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E N

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D H

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T O

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G801

ML

30 JUNE 2023

2201032

DIMENSIONAL

GUIDELINES

1/2" = 1'-0"

SWING DOORS

1/2" = 1'-0"

CANE DETECTION

1/2" = 1'-0"

CHANGES IN LEVEL

1/2" = 1'-0"

DOOR ELEVATION

1/2" = 1'-0"

DOORS IN A SERIES

1/2" = 1'-0"

MANUEVERING CLEARANCES AT POCKET/SLIDING/BARN DOORS

1/2" = 1'-0"

DOORWAYS WITHOUT DOORS

1/2" = 1'-0"

RECESSED DOORS

1/2" = 1'-0"

WALL MOUNTED DEVICES AND APPLIANCES

1/2" = 1'-0"

WALL MOUNTED DEVICES AND APPLIANCES

1/2" = 1'-0"

TOILET ROOM ACCESSORIES

1/2" = 1'-0"

BATH ACCESSORIES

1/2" = 1'-0"

TYPE A USABLE DOOR WIDTH

NOTE:

1. LOCATE AT EACH GRADE

LEVEL EXTERIOR EXIT DOOR

2. TEXT TO READ "EXIT"

3. SEE 'SIGNAGE

ACCESSIBILITY' DIAGRAMS

4. RAISED CHARACTERS

REQUIRED

EXIT

CODE COMPLIANT TEXT;

SEE NOTE #2

BRAILLE

N O

T E

N O

T E

NOTE:

1. LOCATE AT EACH EXIT

ACCESS DOOR FROM AN

INTERIOR ROOM OR AREA TO

A CORRIDOR OR HALLWAY

THAT IS REQUIRED TO HAVE

A VISUAL EXIT SIGN

2. TEXT TO READ "EXIT ROUTE"

3. SEE 'SIGNAGE

ACCESSIBILITY' DIAGRAMS

4. RAISED CHARACTERS

REQUIRED

EXIT

ROUTE

CODE COMPLIANT TEXT;

SEE NOTE #2

BRAILLE

N O

T E

N O

T E

NOTE:

1. LOCATE IN ASSEMBLY,

CLASSROOM, DINING,

DRINKING OR SIMILAR

PURPOSE ROOMS WITH AN

OCCUPANT LOAD OF 50 OR

MORE.

2. LOCATE IN A CONSPICUOUS

PLACE. SEE FIRE LIFE SAFETY

DRAWINGS

3. SEE 'SIGNAGE ACCESSIBILITY'

DIAGRAMS

CODE COMPLIANT TEXT

MAXIMUM

OCCUPANCY

999 PEOPLE

REFER TO LIFE SAFETY PLANS

FOR ACTUAL OCCUPANCY PER

ROOM

N O

T E

NOTE:

1. LOCATE ON LATCH SIDE OF

DOOR WHERE POSSIBLE.

2. TEXT TO CONTRAST WITH

BACKGROUND

3. SEE 'SIGNAGE

ACCESSIBILITY' DIAGRAMS

ROOM NAME

N O

T E

N O

T E

CODE COMPLIANT TEXT

BRAILLE LOCATION

MEN

N O

T E

N O

T E

6" M

IN

SIGN EDGE

ROUNDED , CHAMFERED,OR

EASED CORNERS WITH 1/8"

MINIMUM TO 1/4" MAXIMUM

RADIUS

BRAILLE

SIGN EDGE

ROUNDED, CHAMFERED,OR

EASED CORNERS WITH 1/8"

MINIMUM TO 1/4" MAXIMUM

RADIUS

WOMEN

N O

T E

N O

T E

6" M

IN

BRAILLE

F I R E

E X T I N G U I S H E R

N O

T E

NOTE:

1. FIRE EXTINGUISHERS < 40 LBS:

60" MAX (PER NFPA-10)

FIRE EXTINGUISHERS > 40 LBS:

42" MAX (PER NFPA-10)

OSHA-COMPLIANT FIRE

EXTINGUISHER IDENTIFICATION

NOTES:

#1. FOR VISUAL CHARACTERS, SEE

TABLE 'VISUAL CHARACTER HEIGHT'.

FOR RAISED CHARACTERS: 5/8" MIN TO

2" MAX HEIGHT

#2. DIMENSION APPLIES TO RAISED

CHARACTER CONDITIONS. SEE TABLE

'VISUAL CHARACTER HEIGHT' FOR ALL

OTHER VISUAL CHARACTERS

AREA OF

REFUGE

M

IN

S

E E

N O

T E

2)

M A

X

S E

E N

O T

E

2)

18" MIN

M

IN

CL

CENTERED ON

TACTILE CHARACTERS

AREA OF

REFUGE

M

IN

3/ 8"

M

IN

3/

8"

N O

T E

S E

E

HEIGHT ABOVE FLOOR TO

BASELINE OF CHARACTER

40 INCHES TO ≤ 70 INCHES

> 70 INCHES TO ≤ 120 INCHES

> 120 INCHES

HORIZONTAL

VIEWING DISTANCE

< 6 FEET

≥ 6 FEET

< 15 FEET

≥ 15 FEET

< 21 FEET

≥ 21 FEET

MINIMUM CHARACTER HEIGHT

5/8 INCH

5/8 INCH PLUS 1/8 INCH PER FOOT OF

VIEWING DISTANCE ABOVE 6 FEET

2 INCHES

2 INCHES, PLUS 1/8 INCH PER FOOT OF

VIEWING DISTANCE ABOVE 15 FEET

3 INCHES

3 INCHES, PLUS 1/8 INCH PER FOOT OF

VIEWING DISTANCE ABOVE 21 FEET

VISUAL CHARACTER HEIGHT

PLAN - TACTILE CHARACTERS

ELEVATION - VISUAL & TACTILE CHARACTERS

M

IN

B

R A

IL

LE

M A

X

B R

A

IL

LE

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/3

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A

M

P E

R M

IT

B

ID

S E

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D E

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T E

D B

A R

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D H

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M

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G901

ML

30 JUNE 2023

2201032

SIGNAGE

DETAILS

NTS

EXIT

NTS

EXIT ROUTE

3NTS

MAXIMUM OCCUPANCY

NTS

ROOM NAME

NTS

MENS RESTROOM

NTS

WOMENS RESTROOM

NTS

FIRE EXTINGUISHER

NTS

SIGNAGE DIMENSIONAL

REQUIREMENTS

GENERAL NOTES - SIGNAGE DETAILS

A. PROVIDE SIGNS WITH VISUAL CHARACTERS, PICTOGRAMS AND SYMBOLS PER APPLICABLE CODES.

B. COORDINATE LOCATIONS OF FIRE EXTINGUISHER SIGNS WITH FIRE EXSTINGUISHERS SHOWN ON FIRE LIFE

SAFETY PLANS.

C. SEE ELECTRICAL AND CODE COMPLIANCE PLANS FOR LOCATIONS OF LIGHTED EXIT SIGNS. FINAL LIGHTED

EXIT SIGN LOCATIONS TO BE CONFIRMED BY FIRE DEPARTMENT.

STOP

S T O P

S

T

O

P

S T O P

S

T

O

P

S T O P

C0.00

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U n a u t h o r i z e d r e p r o d u c t i o n o f a n y p a r t o f t h i s m a t e r i a l i s p r o h i b i t e d

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ML

30 JUNE 2023

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T

O

P

S T O P

C0.01

OVERALL SITE

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ML

30 JUNE 2023

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H

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3 18 5

S

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P

S

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ML

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ML

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P

S

T O

P

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A g r e e m e n r u s e o n t h i s p r o j e c t o n l a u t h o r i z e d r e p r o d u c t i o n o f a n y p a r t o f t h i s m a t e r i a l i s p r o h i b i t e d

P

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&iYi O (ngineering

K G g p G [ . c o m

ARCHITECTURE

URBAN DESIGN + PLANNING

INTERIOR DESIGN

PORTLAND|OAKLAND

SERADESIGN.COM

CHECKED BY:

ISSUE DATE:

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REVISIONS

SE

RA

A rch ite cts

, In c.

C o p y r i g h t p r o t e c t e e

D e s i g n

A g r e e m e n r u s e o n t h i s p r o j e c t o n l a u t h o r i z e d r e p r o d u c t i o n o f a n y p a r t o f t h i s m a t e r i a l i s p r o h i b i t e d

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ML

30 JUNE 2023

2201032

C4.01

CIVIL DETAILS -

EB5

AS

30 JUNE 2023

2201032

Humber

Design

Group, Inc.

&iYi O (ngineering

K G g p G [ . c o m

ARCHITECTURE

URBAN DESIGN + PLANNING

INTERIOR DESIGN

PORTLAND|OAKLAND

SERADESIGN.COM

CHECKED BY:

ISSUE DATE:

PROJECT NO:

REVISIONS

SE

RA

A rch ite cts

, In c.

C o p y r i g h t p r o t e c t e e

D e s i g n

A g r e e m e n r u s e o n t h i s p r o j e c t o n l a u t h o r i z e d r e p r o d u c t i o n o f a n y p a r t o f t h i s m a t e r i a l i s p r o h i b i t e d

P

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ML

30 JUNE 2023

2201032

O

P

S

T

O

P

C5.00

FIRE ACCESS

PLAN - EB5

AS

30 JUNE 2023

2201032

Humber

Design

Group, Inc.

&iYi O (ngineering

K G g p G [ . c o m

ARCHITECTURE

URBAN DESIGN + PLANNING

INTERIOR DESIGN

PORTLAND|OAKLAND

SERADESIGN.COM

CHECKED BY:

ISSUE DATE:

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REVISIONS

SE

RA

A rch ite cts

, In c.

C o p y r i g h t p r o t e c t e e

D e s i g n

A g r e e m e n r u s e o n t h i s p r o j e c t o n l a u t h o r i z e d r e p r o d u c t i o n o f a n y p a r t o f t h i s m a t e r i a l i s p r o h i b i t e d

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ML

30 JUNE 2023

2201032

AS

30 JUNE 2023

2201032

Humber

Design

Group, Inc.

&iYi O (ngineering

K G g p G [ . c o m

ARCHITECTURE

URBAN DESIGN + PLANNING

INTERIOR DESIGN

PORTLAND|OAKLAND

SERADESIGN.COM

CHECKED BY:

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SE

RA

A rch ite cts

, In c.

C o p y r i g h t p r o t e c t e e

D e s i g

A r e e m e n r u i s p r o j e c t o n l a u t h o r i z p r o d u c t i o n o f a n y p a r t o f t h i s m a t e r i a l i s p r o h i b i t e d

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N

ML

30 JUNE 2023

2201032

C6.00

ESC COVER - EB5

30 JUNE 2023

2201032

Humber

Design

Group, Inc.

&iYi O (ngineering

K G g p G [ . c o m

ARCHITECTURE

URBAN DESIGN + PLANNING

INTERIOR DESIGN

PORTLAND|OAKLAND

SERADESIGN.COM

CHECKED BY:

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SE

RA

A rch ite cts

, In c.

C o p y r i g h t p r o t e c t e e

D e s i r e e m e n r u i s p r o j e c t o n l a u t h o r i z p r o d u c t i o n o f a n y p a r t o f t h i s m a t e r i a l i s p r o h i b i t e d

P

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H E

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N

ML

30 JUNE 2023

2201032

C6.01

DEMO, CLEARING,

MASS GRADING,

ESC PLAN - EB5

O

P

S

T O

P

S

T O

P

S

T O

P

C6.02

AS

30 JUNE 2023

2201032

Humber

Design

Group, Inc.

&iYi O (ngineering

K G g p G [ . c o m

ARCHITECTURE

URBAN DESIGN + PLANNING

INTERIOR DESIGN

PORTLAND|OAKLAND

SERADESIGN.COM

CHECKED BY:

ISSUE DATE:

PROJECT NO:

REVISIONS

SE

RA

A rch ite cts

, In c.

C o p y r i g h t p r o t e c t e e

D e s i r e e m e n r u i s p r o j e c t o n l a u t h o r i z p r o d u c t i o n o f a n y p a r t o f t h i s m a t e r i a l i s p r o h i b i t e d

P

M

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RM

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ML

30 JUNE 2023

2201032

FINAL ESC

PLAN - EB5

C6.03

30 JUNE 2023

2201032

Humber

Design

Group, Inc.

&iYi O (ngineering

K G g p G [ . c o m

ARCHITECTURE

URBAN DESIGN + PLANNING

INTERIOR DESIGN

PORTLAND|OAKLAND

SERADESIGN.COM

CHECKED BY:

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SE

RA

A rch ite cts

, In c.

C o p y r i g h t p r o t e c t e e

D e s i r e e m e n r u i s p r o j e c t o n l a u t h o r i z p r o d u c t i o n o f a n y p a r t o f t h i s m a t e r i a l i s p r o h i b i t e d

P

M

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30 JUNE 2023

2201032

ESC DETAILS

T O P

S T O P

S T O P

LEGEND - LANDSCAPE MATERIALS PLAN

FUTURE WORK, N.I.C. - REFER TO MASTERPLAN

AT/FP STANDOFF ZONE

CONCRETE SIDEWALK

GRAVEL WITH STEEL EDGING (1/4-10 CRUSHED BASALT)

SCOPE OF WORK/LEED BOUNDARY

PLANTING SCHEDULE

ARCTOSTAPHYLOS UVA-URSI

CRUSHED BASALT

KINNIKINNICK

SUN AND SHADE MIX

BLUEGRASS (45%)

RYEGRASS (45%)

RED FESCUE (10%)

1 GAL.

SEED

BOTANICAL NAME COMMON NAME SIZE

24" O.C.

SEEDING RATE

4-6 (PLS) lbs.

per 1000 sf

SPACINGSYMBOL DETAIL

3 & 4/LP102

GRAVEL 5/LP1021/4" MINUS ---

COBBLESTONE COBBLE PER CIVIL

1"- 6", CLEAN

WITH NO FINES

POA PRATENSIS (45%)

LOLIUM PERENNE (45%)

FESTUCA RUBRA (10%)

ACHILLEA TOMENTOSA (25%)

FESTUCA IDAHOENSIS (75%)

WOOLLY YARROW

IDAHO FESCUE

1 GAL.

1 GAL.

12" O.C.

12" O.C.

GRAVEL LOT GRAVEL PER CIVILPER CIVIL ---

THORNLESS

HONEY LOCUST

GLEDITSIA TRIACONTHOS 1/LP10225-90' 30' O.C. MIN

SEE PLANS

ADD ALTERNATE SCOPE OF WORK

ADD ALTERNATE # 2

32 18 13 SYNTHETIC

GRASS SURFACING

ARTIFICIAL

SPORTS TURF

32 18 1394' x 84'-6" ---

EB5

2-STORY

E L M

S T R

E E

T

S T R

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T N

A M

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B D

F

IR

S T R

E E

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'G' STREET

FUTURE

PARKING

FUTURE

PARKING

FUTURE

DFAC

(400)

C

EQ EQ

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T

Y P

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E Q

'-0

T

Y P

E Q

E Q

10'-0" 10'-0" ~94'-0" 10'-0"25'-0" 10'-0" ~94'-0" 10'-0" 10'-0"

EQ EQ

ADD ALTERNATE #1: NORTH BARRACKS

PARKING LOT + SITE LIGHTING

LP101

ADD ALTERNATE #2: SYNTHETIC

GRASS SURFACING AT WEST LAWN

ARCHITECTURE

URBAN DESIGN + PLANNING

INTERIOR DESIGN

PORTLAND|OAKLAND

SERADESIGN.COM

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REVISIONS

S E

R A

A rc hi te ct s, I nc

C o p y ri g h t…