EB5 Addendum 1.pdf

ADDENDUM No. 01 - Page 1

Addendum 1- EB5

Project Name OMD EB5 Project # 2201032 Project Address

78798 Ordnance Rd Hermiston, OR 97838

Company SERA Architects, Inc.

Address 600 SW 10th Ave

Suite 500 Portland, OR 97205

Addendum # 01

Date of Issuance

14 July 2023

To: All Contract Document Holders

This Addendum forms a part of the Contract Documents and modifies the original Project Manual and Drawings, dated 07 07 2023 as noted below. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject bidder to disqualification.

ATTACHMENTS

1. 01 10 00 – Table of Contents

2. 01 23 00 - Alternates

3. Drawing Sheet G002

4. Drawing Sheet G051

5. Drawing Sheet LP101

6. Drawing Sheet A103

7. Drawing Sheet A202

8. Drawing Sheet A801

ADDENDUM No. 01 - Page 2 of 4

PROJECT MANUAL

Division 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 10 - Table of Contents

1. Delete: Section 32 18 13 – Synthetic Grass Surfacing

Division 01 – GENERAL REQUIREMENTS

01 23 00 - Alternates

1. Delete: Paragraph 1.05.B

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 18 13 – Synthetic Grass Surfacing

1. Delete Section in its entirety.

DRAWINGS

G002

1. DELETE Add Alternate #2 from the Alternates list.

G051

1. CLARIFY draftstopping section added to code summary analysis

2. DELETE double astericks reference to the fire protection section highlighting the sprinklering of the attic

LP101

1. DELETE detail 2/LP101 Add Alternate # 2 for synthetic grass surfacing at west lawn

2. DELETE synthetic grass surfacing from Legend

A103

1. ADD attic draftstopping plan

A202

1. CHANGE 24” x 24” attic access hatch in 201 Sr. Leader’s Quarters to 24” x 30” attic access hatch

2. ADD 24” x 30” attic access hatch in 202 Sr. Leader’s Quarters

3. CHANGE 24” x 24” attic access hatch in 217 Men’s Restroom to 24” x 30” attic access hatch

A801

1. ADD attic draftstopping detail

END OF ADDENDUM ‘01’

PROJECT NO. 2001041 OMD: RAYMOND F REES TRAINING CENTER PAGE 1

14 JUL 2023 ENLISTED BARRACKS EB5 SECTION 00 01 10

TABLE OF CONTENTS

SERA Architects, Inc. ADD 01

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 07 SEALS PAGE

00 01 10 TABLE OF CONTENTS

00 31 00 AVAILABLE PROJECT INFORMATION

GEOTECHNICAL REPORT

DIVISION 01 - GENERAL REQUIREMENTS

01 10 00 SUMMARY

01 20 00 PRICE AND PAYMENT PROCEDURES

ARCHITECTURAL BULLETIN (AB) FORM FORM

01 23 00 ALTERNATES

01 26 13 REQUEST FOR INTERPRETATION

RFI SAMPLE FORM FORM

01 30 00 ADMINISTRATIVE REQUIREMENTS

ELECTRONIC MEDIA RELEASE FORM FORM

01 32 16 CONSTRUCTION PROGRESS SCHEDULE

01 35 15 LEED REQUIREMENTS SUMMARY

LEED SCORECARD

01 35 73 DELEGATED DESIGN PROCEDURES

01 40 00 QUALITY REQUIREMENTS

01 43 39 COORDINATED MOCK-UPS

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 51 00 TEMPORARY UTILITIES

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 60 00 PRODUCT REQUIREMENTS

SUBSTITUTION REQUEST FORM (DURING BIDDING) FORM

SUBSTITUTION REQUEST FORM (AFTER BIDDING) FORM

01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 81 00 FACILITY PERFORMANCE REQUIREMENTS

01 91 00 GENERAL COMMISSIONING REQUIREMENTS BE

DIVISION 02 - EXISTING CONDITIONS

NOT USED

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 35 11 CONCRETE FLOOR FINISHES

03 45 00 PRECAST ARCHITECTURAL CONCRETE

03 54 00 CAST UNDERLAYMENT

DIVISION 04 - MASONRY

04 20 00 UNIT MASONRY

04 20 01 MASONRY VENEER

PROJECT NO. 2001041 OMD: RAYMOND F REES TRAINING CENTER PAGE 2

DIVISION 05 - METALS

05 05 13 SHOP APPLIED METAL COATING

05 50 00 METAL FABRICATIONS

05 51 00 METAL STAIRS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 17 33 WOOD I-JOISTS

06 17 36 METAL-WEB WOOD JOISTS

06 17 53 SHOP-FABRICATED WOOD TRUSSES

06 18 00 GLUE-LAMINATED CONSTRUCTION

06 20 00 FINISH CARPENTRY

06 41 00 ARCHITECTURAL WOOD CASEWORK

06 82 05 FIBERGLASS REINFORCED PLASTIC PANELING

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 14 00 FLUID-APPLIED WATERPROOFING

07 19 00 WATER REPELLENTS

07 21 00 THERMAL INSULATION

07 25 00 WEATHER BARRIERS

07 41 13 METAL ROOF PANELS

07 46 46 FIBER-CEMENT SIDING

07 62 00 SHEET METAL FLASHING AND TRIM

07 72 00 ROOF ACCESSORIES

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 – OPENINGS

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 31 00 ACCESS DOORS AND PANELS

08 34 73 SOUND CONTROL DOOR ASSEMBLIES

08 53 13 VINYL WINDOWS

08 71 00 DOOR HARDWARE

HARDWARE GROUPS

08 80 00 GLAZING

08 91 00 LOUVERS

DIVISION 09 - FINISHES

09 05 61 COMMON WORK RESULTS FOR FLOORING PREPARATION

09 21 16 GYPSUM BOARD ASSEMBLIES

09 30 00 TILING

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 13 TILE CARPETING

09 90 00 PAINTING AND COATING

PROJECT NO. 2001041 OMD: RAYMOND F REES TRAINING CENTER PAGE 3

DIVISION 10 - SPECIALTIES

10 14 00 SIGNAGE

10 21 13.19 PLASTIC TOILET COMPARTMENTS

10 26 01 WALL AND CORNER GUARDS

10 28 00 TOILET, BATH, AND LAUNDRY ACCESSORIES

10 44 00 FIRE EXTINGUISHERS AND CABINETS

DIVISION 11 - EQUIPMENT

11 52 70 TELEVISION MOUNTS

DIVISION 12 - FURNISHINGS

12 21 13 HORIZONTAL LOUVER BLINDS

12 93 23 LITER AND RECYCLING RECEPTORS

DIVISION 13 - SPECIAL CONSTRUCTION THROUGH DIVISION 21 – FIRE SUPPRESSION

NOT USED

VOLUME 2

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 07 SEALS PAGE

00 01 10 TABLE OF CONTENTS

DIVISION 22 - PLUMBING

22 00 00 COMMON WORK RESULTS FOR PLUMBING CTE

22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND

EQUIPMENT

CTE

22 05 93 TESTING, ADJUSTING, AND BALANCING FOR PLUMBING CTE

22 07 19 PLUMBING PIPING INSULATION CTE

22 08 00 COMMISSIONING OF PLUMBING CTE

22 11 16 DOMESTIC WATER PIPING CTE

22 11 19 DOMESTIC WATER PIPING SPECIALTIES CTE

22 11 23.21 INLINE, DOMESTIC-WATER PUMPS CTE

22 13 16 SANITARY WASTE AND VENT PIPING CTE

22 13 19 SANITARY WASTE PIPING SPECIALTIES CTE

22 33 30 SOLAR HOT WATER EQUIPMENT CTE

22 34 00 FUEL-FIRED, DOMESTIC-WATER HEATERS CTE

22 40 00 PLUMBING FIXTURES CTE

DIVISION 23 - HEATING, VENTILATING, AND AIR-CONDITIONING (HVAC)

23 00 00 COMMON RESULTS FOR HVAC CTE

23 05 23.11 GLOBE VALVES FOR HVAC PIPING CTE

23 05 23.12 BALL VALVES FOR HVAC PIPING CTE

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC CTE

23 07 00 HVAC INSULATION CTE

23 08 00 COMMISSIONING OF HVAC CTE

23 09 23 DIRECT DIGITAL CONTROL (DDC) SYSTEM FOR HVAC

23 11 26 FACILITY LIQUEFIED-PETROLEUM GAS PIPING CTE

23 21 13 HYDRONIC PIPING CTE

PROJECT NO. 2001041 OMD: RAYMOND F REES TRAINING CENTER PAGE 4

23 21 16 HYDRONIC PIPING SPECIALTIES CTE

23 21 23 HYDRONIC PUMPS CTE

23 31 13 METAL DUCTS CTE

23 33 00 AIR DUCT ACCESSORIES CTE

23 34 16 CENTRIFUGAL HVAC FANS CTE

23 37 00 AIR OUTLETS AND INLETS CTE

23 52 16 CONDENSING BOILERS CTE

23 65 13 ADIABATIC CLOSED-CIRCUIT COOLER CTE

23 72 23.19 ENERGY RECOVERY UNITS CTE

23 81 26 SPLIT-SYSTEM HEAT PUMPS CTE

23 81 46 WATER-SOURCE UNITARY HEAT PUMPS CTE

DIVISION 26 - ELECTRICAL

26 00 00 COMMON WORK RESULTS FOR ELECTRICAL CTE

26 05 09 EQUIPMENT WIRING CTE

26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES CTE

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS CTE

26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS CTE

26 05 33 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS CTE

26 05 44 SLEEVES & SLEEVE SEALS FOR ELECTRICAL RACEWAYS &

CABLING

CTE

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS CTE

26 09 23 LIGHTING CONTROL DEVICES CTE

26 09 25 DIGITAL LIGHTING CONTROLS CTE

26 24 13 SWITCHBOARDS CTE

26 24 16 PANELBOARDS CTE

26 27 13 ELECTRICITY METERING CTE

26 27 26 WIRING DEVICES CTE

26 28 13 FUSES CTE

26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS CTE

26 33 23 CENTRAL BATTERY EQUIPMENT FOR EMERGENCY LIGHTING CTE

26 43 00 SURGE PROTECTIVE DEVICES CTE

26 51 00 LIGHTING CTE

DIVISION 27 - COMMUNICATIONS

27 05 28 PATHWAYS FOR COMMUNICATIONS SYSTEMS CTE

27 05 36 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS CTE

27 05 44 SLEEVES AND SLEEVE SEALS FOR COMMUNICATIONS

PATHWAYS

CTE

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 12 10 FIRE ALARM AND MASS NOTIFICATION SYSTEMS CTE

DIVISION 31 - EARTHWORK

31 10 00 SITE CLEARING HDG

31 20 00 EARTH MOVING HDG

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 16 ASHPHALT PAVING HDG

32 13 13 CONCRETE PAVING HDG

PROJECT NO. 2001041 OMD: RAYMOND F REES TRAINING CENTER PAGE 5

32 17 23 PAVEMENT MARKINGS HDG

32 18 13 SYNTHETIC GRASS SURFACING

32 31 13 CHAIN LINK FENCES AND GATES

32 84 23 UNDERGROUND SPRINKLERS

32 92 19 SEEDING

32 93 00 PLANTS

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING HDG

33 31 00 SANITARY SEWERAGE HDG

33 41 00 STORM UTILITY DRAINAGE PIPING HDG

33 46 00 SUBDRAINAGE HDG

END OF TABLE OF CONTENTS

PROJECT NO. 2201032 OMD: CAMP UMATILLA PAGE 1

14 JUL 2023 ENLISTED BARRACKS EB5 SECTION 01 23 00

ALTERNATES

PART 1 GENERAL

1.01 SECTION INCLUDES

A. Schedule of Alternates

B. Procedures for Alternates.

1.02 DEFINITIONS

A. Alternate: An amount proposed by Bidders and stated on the Bid Form for certain work defined in the Bidding Requirements that may be added to or deducted from the Base Bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents.

1. The cost or credit for each alternate is the net addition to or deduction from the Contract Sum to incorporate alternate into the Work. No other adjustments are made to the Contract Sum.

B. Deferred Alternate: An Alternate that may be accepted by Owner after execution of Agreement.

1. Deferred Time Limit: Unless stated otherwise in Bidding Requirements or Contracting Requirements or description of a specific Alternate, Alternates may be accepted up to 60 days after Bids are due.

1.03 PROCEDURE

A. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project.

1. Include as part of each alternate, miscellaneous devices, accessory objects, and similar items incidental to or required for a complete installation whether or not indicated as part of alternate.

B. Notification: Immediately following award of the Contract, notify each party involved, in writing, of the status of each alternate. Indicate if alternates have been accepted, rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates.

C. Execute accepted alternates under the same conditions as other work of the Contract.

1.04 ACCEPTANCE OF ALTERNATES

A. Alternates quoted on Bid Forms will be reviewed and accepted or rejected or deferred at Owner's option. Accepted alternates will be identified in the Owner-Contractor Agreement or an amendment there to.

B. Coordinate related work and modify surrounding work to integrate the Work of each Alternate.

1.05 SCHEDULE OF ALTERNATES

A. Alternate No. 1 – North Barracks Parking Lot and Site Lighting:

1. Alternate: Add gravel-paved North Barracks Parking Lot plus add Site wide lighting: Dual-head pole lights and pedestrian light bollards. Refer to Sheet A051 for additional details.

2. Base Bid: No gravel-paved North Barracks Parking Lot. No Site lighting, with the exception of building-mounted lights.

B. Alternate No. 2 – Artificial turf at West Lawn (Army Combat Fitness Test Course)

1. Alternate: Add artificial turf at West Lawn. Refer to Section 32 18 13 and LP101 for additional details.

2. Base Bid: Sun and Shade mix turf at West Lawn.

C.B Alternate No. 3 - New 24-strand fiber pull from Bldg57 to EB5

1. Alternate: Add 24-strand IT fiber to the scope of the project to be pulled from Bldg 57 to EB5 per Electrical plan.

2. Base Bid: 2 inch conduit extension for future fiber with stubbed conduit for future DFAC per electrical. No new IT fiber.

B. Alternate No. 2 - Not Used Artificial turf at West Lawn (Army Combat Fitness Test Course)

C.

PROJECT NO. 2201032 OMD: CAMP UMATILLA PAGE 2

14 JUL 2023 ENLISTED BARRACKS EB5 SECTION 01 23 00

ALTERNATES

PART 2 PRODUCTS - NOT USED

PART 3 EXECUTION - NOT USED

END OF SECTION

ARCHITECTURE

URBAN DESIGN + PLANNING

INTERIOR DESIGN

PORTLAND|OAKLAND

SERADESIGN.COM

CHECKED BY:

ISSUE DATE:

PROJECT NO:

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2201032

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 ATTIC DRAFTSTOPPING PLAN AND 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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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.

B.

C.

D.

E.

F.

G.

H.

I.

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K.

L.

M.

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FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO PROCEEDING WITH

THE WORK.

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

ARCHITECT OF DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK.

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.

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

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

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.

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.

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

PROJECT IS IN PROGRESS UNTIL PROJECT COMPLETION.

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.

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.

PROVIDE TEMPORARY PEDESTRIAN PROTECTION, AS REQUIRED BY ACCEPTED

STANDARDS OF THE AUTHORITY HAVING JURISDICTION.

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.

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.

MECHANICAL EXHAUST OF BATHROOMS AND LAUNDRY FACILITIES IS REQUIRED. AIR

CHANGES AND DISTANCE OF DISCHARGE FROM OPERABLE OPENINGS SHALL BE

COMPLIANT WITH LOCAL CODES.

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.

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

SPRINKERS IN WALLS OR CEILINGS.

SEE STRUCTURAL DRAWINGS FOR SPECIAL INSPECTIONS ASSOCIATED WITH

STRUCTURAL WORK.

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. NOT USED

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

ADD 1 14 JUL 2023

ADD 1

1X 1X1X

X XX

SB SBSB

2X 2X2X

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

D

AT

E

ST

R

EE

T

'F' STREET

'G' STREET

'E' STREET

FUTURE

FUTURE

FUTURE

DFAC

S-607

53M

53S

53N

GARAGE

S T O P

STOP

CE

DA

R

ST

RE

ET

LIMITIED DATA

POINTS TO

AROUND SITE -

BG (09/24/2020)

STOP

STOP

S T O P

STOP

S T O P

S T O P

S T O P

EB3

EB2

EB4

EB1

78 PARKING SPACES

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

EL

M

ST

RE

ET

ST

RE

ET

N

AM

E

TB

D

(F

IR

S

TR

EE

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

INTERIOR DESIGN

PORTLAND|OAKLAND

SERADESIGN.COM

CHECKED BY:

ISSUE DATE:

PROJECT NO:

REVISIONS

SE

RA

A rch ite cts

, In c.

C op yr ig ht p ro te ct ed

Se e D es ig n Ag re em en t.

F or u se o n th is p ro je ct o nl y.

U na ut ho riz ed re pr od uc tio n of a ny p ar t o f t hi s m at er ia l i s pr oh ib ite d.

7/

/2

:4

6:

A M

PE

RM

IT

/ B

ID

S

ET

O M D E N

LI

ST

ED

B A R R A C K S

EB

O R

EG

O

N M

IL

IT

AR

Y

D

EP

AR

TM

EN

T

O

R D

N

AN

C E

R D

H

ER

M

IS

TO

N

, O R

G051

ML

30 JUNE 2023

2201032

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_2022 DOD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS

4-010-06_2017 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

4-021-01_2010 MASS NOTIFICATION SYSTEMS

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

If = F P - 0.25 W

30 = - 0.25 30

Aa =

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

At + 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+ 855

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.

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.

B.

C.

D.

E.

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.

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.

SEE ELECTRICAL AND MECHANICAL PLANS FOR ADDITIONAL SYMBOLS

PROVIDE LISTED FIRESTOP, CONTINUOUS AT PERIMETER GAPS OF ALL RATED

CONSTRUCTION AS REQUIRED TO MAINTAIN THE SPECIFIED RATING.

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 PLAN1

ADD 1 14 JUL 2023

DRAFTSTOPPING

DRAFTSTOPPING IN ATTICS ARE REQUIRED PER 718.4 & 708.4.2. ALIGN DRAFTSTOPPING WITH ALL R-1 SEPARATION FIRE PARTITIONS AT 2ND FLOOR, WHERE ATTIC IS NOT SPRINKLERED. REFER TO A103 FOR

ATTIC DRAFTSTOPPING PLAN WITH ADDITIONAL INFO.

CHAPTER 7ADD 1

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

STOP

D

AT

E

ST

R

EE

T

'F' STREET

'G' STREET

'E' STREET

FUTURE

FUTURE

FUTURE

DFAC

S-607

53M

53S

53N

GARAGE

S T O P

STOP

LIMITIED DATA

POINTS TO

AROUND SITE -

BG (09/24/2020)

STOP

STOP

S T O P

STOP

S T O P

S T O P

S T O P

EB3

EB2

EB4

EB1

78 PARKING SPACES

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 CIVIL1"- 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

EB5

2-STORY

EL

M

ST

RE

ET

ST

RE

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N

AM

E

TB

D (F

IR

S

TR

EE

T)

'G' STREET

FUTURE

PARKING

FUTURE

PARKING

FUTURE

DFAC

(400)

C

EQ EQ

'-0 " T

YP

EQ

EQ

'-0 " T

YP

EQ

EQ

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

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 op yr ig ht p ro te ct ed

Se e D es ig n Ag re em en t.

F or u se o n th is p ro je ct o nl y.

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2201032

PLANTING PLAN

GENERAL NOTES - PLANTING

ALL EXISTING PLANTING SOIL SHALL BE AMENDED AS RECOMMENDED IN AN APPROVED

AGRICULTURAL SOILS REPORT.

UNDERGROUND AUTOMATIC IRRIGATION SYSTEM SHALL BE INSTALLED IN ALL PLANTING

AREAS FOR ESTABLISHMENT. (COMPLY WITH LEED 4.0 REQUIREMENTS - TO BE

REMOVED/CAPPED AND ABANDONED AFTER 2-YEAR PLANTING ESTABLISHMENT PERIOD.)

REFER TO PLANTING DETAILS ON SHEET LP102

PROPOSED PLANTING WITHIN THE CANTONMENT IS REQUIRED TO MEET AT/FP STANDARDS

WITHIN THE ATFP STANDOFF ZONE IN WHICH THE ENTIRE SITE IS CONTAINED WITHIN,

LANDSCAPE MUST NOT BE ALLOWED TO CONCEAL A 6" SPHERE, AND IS EXCLUDED FROM

ANY LOCAL JURISDICTION PLANTING STANDARDS WHICH CONTRADICT THIS REQUIREMENT.

ORGANIC MATTER IS NOT ALLOWED WITHIN 3'-0" OF THE EDGE OF BUILDING PER

HANTAVIRUS REQUIREMENTS. PROVIDE GRAVEL BAND ALONG BUILDING EDGE PER PLAN.

A.

B.

C.

D.

E.

F.

1" = 20'-0"

PLANTING PLAN1

ADD 1 14 JUL 2023

LEGEND - ROOF PLAN

ROOF CRICKET

VENT THROUGH ROOFVTR

ROOFING AS SCHEDULED; SEE ASSEMBLIES

RIDGE

VALLEY

SNOW GUARD

07 62 00 - PREFINISHED SHEET METAL DOWNSPOUTDS

DRAFT STOPPING

H

A301

A301 3

A301

A3012

G

F

E

D

C

6 4 2

B

A

3 18

3" / 12" 3" / 12"

3"

6"

6"

6" / 12"

6"

6"

6"

6"

6" / 12"

6"

6"

6"

4 3/4" / 12"4 3/4" / 12"

VTR

VTRVTR

VTRVTR

R1

6"

6" / 12"

RIDGE

VENT

R6

R7 TYP

A704 TYP

R6

7'- 5 3 /4"

15'-8"

ATTIC VENTILATION CALCULATIONS

ATTIC AREA

REQ'D VENTING (1/150)

EAVE SOFFIT VENTING

RIDGE ROOF VENTING

TOTAL PROVIDED

PER 2022 OSSC SECTION 1202.2.1 VENTILATED ATTICS AND RAFTER SPACES

NOTE:

PERFORATED SOFFIT VENTS ~5 SQIN FREE VENTING PER LINEAL FOOT

METAL ROOF RIDGE VENTS ~10 SQIN FREE VENTING PER LINEAL FOOT

1404 SQIN

9.36 SQIN

150 SQIN

10 SQIN

160 SQIN

DS

DS

DS

DS

DSDS

DS

DS

DS

DS

R8

R8 R8

R8

R8

VTR

R8

VTR

R8

VTR

R8

R9 TYP

A801

TYP

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 op yr ig ht p ro te ct ed

Se e D es ig n Ag re em en t.

F or u se o n th is p ro je ct o nl y.

U na ut ho riz ed re pr od uc tio n of a ny p ar t o f t hi s m at er ia l i s pr oh ib ite d.

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30 JUNE 2023

2201032

ATTIC

DRAFTSTOPPING

PLAN AND ROOF

PLAN

GENERAL NOTES - ROOF PLAN

A.

B.

C.

ROOF PLAN KEYED NOTES APPLY TO A100 SERIES SHEETS. ALL KEYED NOTES MAY NOT

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

NOTED.

SEE A002 FOR ASSEMBLIES.

GRIDS ARE FOR REFERENCE ONLY. CONTRACTOR TO SET CONTROL POINTS FOR

LAYOUT.

D. FALL PROTECTION TO BE PROVIDED AS DELEGATED DESIGN BY ROOFING

SUBCONTRACTOR. SEE G002 FOR FULL LIST OF DELEGATED DESIGN ITEMS.

E. AREAS WHERE GUTTER LENGTH IS GREATER THAN 50' PROVIDE THERMAL EXPANSION

1/8" = 1'-0"

ROOF PLAN1

KEYED NOTES - ROOF

R1 07 62 00 - 8" PREFINISHED SHEET METAL GUTTER

R6 FALL PROTECTION ANCHORS; B.O.D. GUARDIAN 00657 CB-18 (QTY 2) -

LOCATIONS TBD IN THE FIELD

R7 07 72 00 - SNOW GUARDS

R8 07 41 13 - COMBINE R/R VENT LINES AT SHARED PLUMBING WALLS TO SINGLE

VTR LOCATION WHERE POSSIBLE - REFER TO MECH/PLUMB DRAWINGS FOR

ADDITIONAL INFORMATION

R9 DRAFTSTOPPING TO ALIGN WITH FIRE PARTITION BELOW

ADD 1 14 JUL 2023

1/8" = 1'-0"

ATTIC DRAFTSTOPPING PLAN2

ADD 1

SUSPENDED ACOUSTIC

CEILING TILE 2' x 4', SCORED

09 21 16 - PAINTED GB CEILING

9' - 0" CEILING HEIGHT

09 21 16 - PAINTED GB CEILING JOISTED-DOWN FROM

STRUCTURE; SEE ASSEMBLIES FC3 & FC5;

SEE MECHANICAL FOR DUCT ROUTING

ACCESS PANEL (24"x24")

LEGEND - REFLECTED CEILING PLAN

RECESSED LIGHT FIXTURE; SEE ELECTRICAL

SURFACE-MOUNTED LIGHT FIXTURE; SEE ELECTRICAL

WALL-MOUNTED LIGHT FIXTURE; SEE ELECTRICAL

RECESSED LINEAR LIGHT FIXTURE; SEE ELECTRICAL

SUSPENDED LINEAR LIGHT FIXTURE; SEE ELECTRICAL

SUPPLY DIFFUSER, SEE MECHANICAL

RETURN DIFFUSER, SEE MECHANICAL

EXHAUST DIFFUSER, SEE MECHANICAL

ACCESS PANEL (24"x30")

SURFACE MOUNTED LIGHT FIXTURE; SEE ELECTRICAL

A401

A401

G

F

E

D

C

6 4 2

B

3 18

9'-9 1/2"

9'-9 1/2"

9'-9 1/2"

9'-9 1/2"

9'-9 1/2" 9'-9 1/2"

9'-9 1/2"

9'-9 1/2"

9'-9 1/2"9'-9 1/2"

9'-9 1/2"

9'-9 1/2"

9'-9 1/2"

9'-9 1/2"9'-9 1/2"

9'-9 1/2"

9'-9 1/2" 9'-9 1/2"

9'-9 1/2"

9'-9 1/2"

7'-11 3/8"7'-10 1/4"

EQEQEQEQEQEQEQEQEQEQEQEQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQEQEQEQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQEQEQEQEQEQEQEQEQEQEQEQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQEQ EQEQ

EQEQ

EQEQ

EQ

EQ

EQ

EQ

EQEQEQEQEQEQ

EQEQ3'-

6"

3'- 6"

EQEQEQEQ

EQEQ

1'- 6"

1'- 6"

EQEQ 3'-

6"

3'- 6"

EQEQ EQEQ

1'- 6"

1'- 6"

EQ

EQ

EQ

EQ

EQEQEQEQ

EQ

EQ

EQ

EQ

EQEQ

EQ

EQ

EQEQ

EQ

EQ

EQ

EQ

EQ

EQ EQEQEQEQ

C1C1 C1C1

C1C1

C1C1

C1C1

C1C1

EQEQEQEQEQEQ

EQ

EQ

EQ

EQ

EQ

EQ C2

C2

EQ

EQEQ

EQ

C2

C2

EQ EQ EQ

C3 TYP

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

30'-3 1/2"

C2C2

C2

C2

C2

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 op yr ig ht p ro te ct ed

Se e D es ig n Ag re em en t.

F or u se o n th is p ro je ct o nl y.

U na ut ho riz ed re pr od uc tio n of a ny p ar t o f t hi s m at er ia l i s pr oh ib ite d.

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30 JUNE 2023

2201032

REFLECTED

CEILING PLAN -

LEVEL 02

GENERAL NOTES - RCP

A.

B.

C.

D.

E.

REFLECTED CEILING PLAN KEYED NOTES APPLY TO A200 SERIES SHEETS. ALL KEYED

NOTES MAY NOT OCCUR ON THIS SHEET AND DO NOT APPLY TO ANY OTHER SHEETS

EXCEPT THOSE NOTED.

GRIDS ARE FOR REFERENCE ONLY. CONTRACTOR TO SET CONTROL POINTS FOR LAYOUT.

ALL CEILING HEIGHTS ARE RELATIVE TO FINISHED FLOOR, UNO.

SEE ELECTRICAL LIGHTING DRAWINGS FOR FIXTURE TYPES AND LUMINAIRE SCHEDULE

CENTER LIGHT FIXTURES/J BOXES IN ROOM, UNO.

1/8" = 1'-0"

REFLECTED CEILING PLAN - LEVEL 021

KEYED NOTES - REFLECTED CEILING PLAN

C1 ALIGN

C2 24"x30" ACCESS PANEL, LOCATE WHERE 30" CLR. HEADROOM IN ATTIC IS

PROVIDED ABOVE

C3 06 20 00 - 1X4 PAINTED WOOD TRIM WHERE TOP PLATE IS EXPOSED (PUBLIC

SPACES ONLY)

ADD 1 14 JUL 2023

ADD 1

1.

NOTE:

CONTRACTOR TO COORDINATE

FIRE STOPPING ASSEMBLIES

WITH SECTION 07 84 00

FIRESTOPPING.

FIRE CAULK EACH SIDE

06 10 00 - BLOCKING AT

UNSUPPORTED SHEATHING

EDGES, TYP

PIPE OR CONDUIT PER PLUMBING

3/8" NEOPRENE WAFFLE PAD

(45 DUROMETER)

07 84 00 - FIRESTOPPING07 84 00 - FIRESTOPPING

ASSEMBLY

METAL WALL

ANGLE, TYP

T-GRID

SUSPENDED W/

WIRE HANGERS

ACT TILE TO WALL TILE TO TILE

CONC SLAB, SEE PLANS

WALL,

SEE PLANS

CEILING GRID MAY BE

ATTACHED TO (2) ADJ

WALLS - CEILING MUST

BE 1/2" MIN FREE OF

OTHER WALLS

8" MAX

(OR 1/4" OF THE

LENGTH OF THE

RUNNER, WHICH EVER

IS LESS, TYP)

HANGER WIRES SHALL BE

PROVIDED AT ALL MAIN

RUNNERS AND CROSS

RUNNERS, WITHIN 8" OF

CEILING PERIMETER

1 1 /2"

M

IN

IM

U

M

TI

G H

T

TU

R N

S

SEE RCP

09 51 00 ACOUSTIC CEILING

TILE WITH EDGE SUPPORT

SEE RCP

6" M

IN

09 21 16 CORNER BEAD

WOOD FRAMING TO DECK

ABOVE

09 51 00 - CEILING

SUSPENSION SYSTEM

09 21 16 GYP BOARD CEILING

OR STRUCTURE, SEE RCP

DOOR - WHERE OCCURS, SEE PLANS

09 65 00, TRANSITION TRANS-4

FLOOR FINISH SCHEDULED

1/4

12 48 13 WALK-OFF MAT

NOTE:

FLOOR TRANSITION WITH 0" - 1/2" HEIGHT

DIFFERENTIAL TO HAVE TRANSITION STRIP

WITH 1:2 SLOPE. BEYOND 1/2", TRANSITION

STRIP TO SLOPE 1:12

PREFERRED SUBSTRATE,

SEE ASSEMBLY

WALL SUBSTRATE AS SCHEDULED

09 65 00 - COVE CAP

09 65 00 - BONDED COVE

REINFORCEMENT

6"

09 65 00 - RESILIENT FLOORING

NOMINAL MO

08 11 13 - HOLLOW METAL

DOOR, SEE SCHEDULE

DOOR OPENING 08 11 13 - HOLLOW METAL FRAME

04 20 00 - BOND BEAM, PER STRUCTURAL

07 92 00 - INTERIOR JOINT SEALANT

ASSEMBLY

NO

MI

NA

L R O

DO

OR

O

PE

NI

NG

08 11 13 - HOLLOW METAL FRAME

08 11 13 - HOLLOW METAL

DOOR, SEE SCHEDULE

04 20 00 - MASONRY ANCHOR

07 92 00 - INTERIOR JOINT SEALANT

ASSEMBLY

ASSEMBLY

RECESSED OR SEMI-RECESSED

ACCESSORY

PLAN / SECTION

NOTE: MOUNT PER MFR

SPECIFICATION

04 20 01 - 4" OR 6" CMU (REDUCED

DEPTH AS REQ'D) BEHIND

RECESSED ACCESSORIES

>1 " D

IA

FOR PIPES >1" DIA.

FOR PIPES <1" DIA.

1" D

IA

NOTE:

1. PROVIDE REQUIRED "T" OR "F" RATING FOR PENETRATIONS IN RATED ASSEMBLIES

07 84 00 ACOUSTICAL JOINT

SEALANT, CONTINUOUS ON

ALL SIDES OF PIPE

07 84 00 ACOUSTICAL JOINT

SEALANT, CONTINUOUS ON ALL

SIDES OF PIPE

07 21 00 ACOUSTICAL INSULATION

ASSEMBLY

09 65 00 RESILIENT

FLOORING WITH

INTEGRAL 6" COVED BASE

BLOCKING IN WALL

AS NECESSARY TO

SECURE VANITYTO

B

OT

TO

M

OF

M

IR

RO

R

" M

AX

09 30 00, CERAMIC WALL

TILE, FULL HEIGHT

06 41 00 INTEGRAL

CASTING COUNTERTOP

(MODERN WHITE)

08 83 00, MIRROR

2'-

CTP-1

6"

6"

05 50 00 COUNTERTOP

SUPPORT BRACKET

2'-0"

22 40 00 - PIPE PROTECTION /

INSULATION

06 20 00 - 1X4 WOOD TRIM WHERE TOP

PLATE IS EXPOSED (AT PUBLIC SPACES

ONLY) PAINT TO MATCH WALL FINISH

04 20 00 - CONCRETE BLOCK

09 21 16 - 5/8" TYPE X GYPSUM BOARD (2) LAYERS

FINISH SEALANT

ASSEMBLY

04 20 00 - CONCRETE BLOCK

06 20 00 - 2X6 OAK CHAIR RAIL,

CLEAR STAIN FINISH -

CONTINUOUS ALONG EXT

WINDOW WALL PER INT. ELEV'S

T/CHAIR RAIL

3'-0" ABOVE LVL 2 FF

3/8"X5 TITEN HD FLATHEAD

COUNTERSUNK SCREWS, MIN 2-3/4"

EMBEDMENT @ 24" O.C. MAX,

(MAINTAIN END/EDGE DISTANCE AT

WINDOWS AND FROM CMU GROUT

JOINTS PER MFR) CONCEAL

FASTENERS WITH MATCHING

WOOD PLUG WITH CLEAR FINISH

FINISH SEALANT, TOP & BOTTOM

ASSEMBLY

NOTE:

FLOOR TRANSITION WITH 0" TO

1/2" HEIGHT DIFFERENTIAL TO

HAVE TRANSITION STRIP WITH

1:2 SLOPE. WHERE GREATER

THAN 1/2", TRANSITION STRIP TO

SLOPE 1:12

03 30 00 - CONCRETE SLAB

12 48 43 - WALK-OFF MAT

09 68 00 - CARPETING RESILIENT TRANSITION

LOUNGE WALL BEYOND TO ALIGN WITH

RESILIENT TRANSITION

ASSEMBLY

VARIES

ASSEMBLY

VARIES

09 21 16 - 1/2" GYPSUM BOARD

TOP CHORD OF ROOF TRUSS

BOTTOM CHORD OF ROOF TRUSS

FRAMING WHERE ROOF

TRUSS AND FIRE PARTITION

BELOW DON'T ALIGN

NOTE:

AT PENETRATIONS THROUGH DRAFTSTOPPING PROVIDE FIBER GLASS INSULATION

FOR OPENINGS NO GREATER THAN 1/2"

CONDITION PARALLEL TO TRUSS CONDITION PERPENDICULAR TO TRUSS

ATTIC

ARCHITECTURE

URBAN DESIGN + PLANNING

INTERIOR DESIGN

PORTLAND|OAKLAND

SERADESIGN.COM

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A rch ite cts , In c.

C op yr ig ht p ro te ct ed

Se e D es ig n Ag re em en t.

F or u se o n th is p ro je ct o nl y.

U na ut ho riz ed re pr od uc tio n of a ny p ar t o f t hi s m at er ia l i s pr oh ib ite d.

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30 JUNE 2023

2201032

INTERIOR

DETAILS

1 1/2" = 1'-0"

PIPE PENETRATION AT FLOOR2

6" = 1'-0"

TYP ACT ASSEMBLY9 3" = 1'-0"

ACT TO GWB - LEVEL CHANGE5

6" = 1'-0"

SECTION AT WALK OFF MAT

TO CONCRETE3 6" = 1'-0"

RESILIENT FLOOR TO COVE7

3" = 1'-0"

SECTION AT HOLLOW METAL

HEAD AT CMU4 3" = 1'-0"

HOLLOW METAL JAMB AT CMU8

1 1/2" = 1'-0"

RECESSED ACCESSORY1

3" = 1'-0"

PIPE PENETRATION AT WALL6 1 1/2" = 1'-0"

RESTROOM SINK TYPICAL10

3" = 1'-0"

TRIM AT TOP OF WALL11

3" = 1'-0"

CHAIR RAIL AT LVL 2 WINDOW WALLS12

6" = 1'-0"

CARPET TO CONCRETE13

ADD 1 14 JUL 2023

1 1/2" = 1'-0"

DRAFTSTOPPING14