HSD-HHES_Phase 2_RECORD DRAWINGS_25-0602.pdf
PDF 14 MB Posted
- Solicitation number
- S-P30001-00016285
- Issued by
- Union County, Oregon
About this file
Record Drawings for Highland Hills Elementary School Renovation - Phase 2
This document is a comprehensive set of architectural, structural, mechanical, plumbing, and electrical record drawings for Phase 2 of the Highland Hills Elementary School renovation project in Hermiston, Oregon, prepared by BBT Architects in coordination with specialized engineering consultants. The project encompasses interior renovations to the existing school's administrative suite and library, ADA barrier removal, security upgrades, and revised parking and drop-off areas across four buildings totaling approximately 39,289 square feet. The Phase 2 work addresses specific accessibility concerns in administrative and library areas while maintaining compliance with 2019 Oregon Structural Specialty Code and 2019 Oregon Fire Code standards for educational occupancy (Group E). The project includes modifications to existing Type III-B and Type V-B construction buildings, featuring interior partition reconfiguration, new casework, door and window modifications, finishes upgrades, mechanical and plumbing system improvements, electrical work including fire alarm systems, and exterior alterations including storefront installations and concrete stem walls. The record drawings were finalized as of June 2, 2025, with addendum 2 issued March 1, 2023, and a conformance set dated April 19, 2023.
The drawings provide detailed specifications for all building systems, structural modifications including HSS columns and beam supports for new openings cut in precast concrete panels, mechanical unit ventilator installations, comprehensive interior finish specifications with paint colors from Sherwin Williams, flooring materials including carpet tile and resilient flooring selections, and specialized finishes for restrooms featuring ceramic tile wall treatments. Design criteria address seismic design category D with specified live loads including 25 PSF roof snow load and 107 MPH ultimate design wind speed. The project involves multiple design consultants including Walker Structural Engineering for structural design, MSI Engineers for mechanical and plumbing systems, and Connetix Engineering for electrical systems, with the owner's representative being Wenaha Group. All work must comply with accessibility standards including ANSI A117.1 and IEBC requirements, with particular attention to restroom fixture placement, signage with braille, and accessible routes throughout modified areas.
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1001000
1t
CASEWORK TAG
WALL ASSEMBLY TAG
GRID BUBBLE
WINDOW TAG
DOOR TAG
ROOM TAG
KEYNOTE TAG
TOILET ACCESSORY TAG
EXTERIOR/INTERIOR
ELEVATION TAG
ELEVATION HEIGHT TAG
OCCUPANCY TAG
SYMBOLS
EXIT SIGN TAG
1t FLOOR MATERIAL TAG
DETAIL TAG
A1.01
BID ALTERNATE TAG
SECTION TAG
REVISION TAG1
A1
ROOM
A8.10
A2 6"
WALL ASSEMBLY TYPE
STUD WIDTH
9'-0" CEILING HEIGHT TAG
A
A4.01
1i
PATTERN DIRECTION TAG
PROJECT DESCRIPTION
VICINITY MAP
ABV
ACT
ADA
ADR
AFF
AFP
AL /ALUM
ANSI
APPROX
ASTM
ATTM
ARCH
AWC
AWI
AWP
BD
BLDG
CB
CG
CJ
CMU
COL
CON
CONT
COORD
CPT
CT
DBA
DEG
DIA OR Ø
DIM
DN
DR
DS
DTL
(E)
EL / ELEV
EMT
EFP
EOS
EQ
ER
EXP JT
EXT
FC
FD
FE
FEC
FF
FFHB
FOM
FOS
FOW
FRL
FRP
FT
FSD
GA
GALV
GRC
GWB
GWS
HB
HDWR
HM
HS
HORIZ
HT
IN
INSUL
INT
ABBREVIATIONS
ABOVE
ACOUSTICAL CEILING TILE
AMERICANS WITH DISABILITIES ACT
ART DISPLAY RAIL
ABOVE FINISH FLOOR
ACOUSTICAL FIBERBOARD PANEL
ALUMINUM
AMERICAN NATIONAL STANDARDS INSTITUTE
APPROXIMATELY
AMERICAN SOCIETY FOR TESTING MATERIALS
ATTACHMENT
ARCHITECTURAL
AT
ACOUSTIC WALL COVERING
ACOUSTIC WALL INSULATION
ACOUSTIC WALL PANEL
BOARD
BUILDING
CATCH BASIN
CORNER GUARD
CONTROL JOINT
CONCRETE MASONRY UNIT
COLUMN
CONCRETE
CONTINUOUS
COORDINATE
CARPET TILE
CERAMIC TILE
CENTER LINE
DEFORMED BAR ANCHOR
DEGREE
DIAMETER
DIMENSION
DOWN
DOOR
DOWNSPOUT
DETAIL
EXISTING
ELEVATION
ELECTRICAL METAL TUBING
EPOXY FLOOR PAINT
EDGE OF SLAB
EQUAL
EPOXY RESIN
EXPANSION JOINT
EXTERIOR
FIBER CEMENT
FLOOR DRAIN
FIRE EXTINGUISHER
FIRE EXTINGUISHER IN CABINET
FACTORY FINISH
FROST FREE HOSE BIB
FACE OF MASONRY
FACE OF STUD
FACE OF FINISH WALL
FIBER REINFORCED LAMINATE
FIBERGLASS-REINFORCED PLASTIC
FOOT, FEET
FIRE SMOKE DAMPER
GAUGE
GALVANIZED
GLASSFIBER REINFORCED CONCRETE
GYPSUM WALL BOARD
GLASS WRITING SURFACE
HOSE BIBB
HARDWARE
HOLLOW METAL
HOLLOW STEEL
HORIZONTAL
HEIGHT
INCH, INCHES
INSULATION
INTERIOR
JT
LAM
LVT
MAX
MDF
MECH
MFG
MFR
MIN
MTL
MP
NA
NIC
NO
NTS
OC
OD
OFCI
OFOI
OH
OPH
OPP
ORD
OSSC
OTA
P
PB
PL
PLAM
PLYWD
PS
PR
PT
PVC
RAF
RB
RC
RD
REF
REQD
RF
RM
RO
RR
RST
SAM
SAMF
SC
SDT
SECT
SF
SFRM
SHT
SIM
SM
SS
SSF
SSM
STD
STF
STL
STRUCT
STV
TB
TBD
TEMP
TO
TP
TS
TWS
TYP
UL
UNO
JOINT
LAMINATED
LUXURY VINYL TILE
MAXIMUM
MEDIUM-DENSITY FIBERBOARD
MECHANICAL
MANUFACTURING
MANUFACTURER
MINIMUM
METAL
METAL PANEL
NOT APPLICABLE
NOT IN CONTRACT
NUMBER
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OWNER FURNISHED CONTRACTOR INSTALLED
OWNER FURNISHED OWNER INSTALLED
OVERHEAD
OPPOSITE HAND
OPPOSITE
OVERFLOW ROOF DRAIN
OREGON STRUCTURAL SPECIALTY CODE
OPEN TO ABOVE
PAINT
PUSH BUTTON
PLASTIC LAMINATE
PLASTIC LAMINATE
PLYWOOD
PAINT SYSTEM
PAIR
PRESSURE TREATED
POLYVINYL CHLORIDE
RUBBER ATHLETIC FLOORING
RUBBER BASE
RESILIENT CHANNEL
ROOF DRAIN
REFERENCE
REQUIRED
RUBBER FLOORING
ROOM
ROUGH OPENING
RESTROOM
RUBBER STAIR TREAD AND RISER
SELF-ADHERING MEMBRANE
SELF-ADHERING MEMBRANE FLASHING
SEALED CONCRETE
STATIC DISSIPATIVE TILE
SECTION
SQUARE FEET
SPRAYED FIRE-RESISTIVE MATERIAL
SHEET
SIMILAR
SHEET METAL
STAINLESS STEEL
SPRUNG STAGE FLOORING
SOLID SURFACE MATERIAL
STANDARD
SEAMLESS TROWELED FLOORING
STEEL
STRUCTURAL
SMART TV
TACK BOARD
TO BE DETERMINED
TEMPERED
TOP OF
TOILET PARTITION
TUBE STEEL
TACKABLE WALL SURFACE
TYPICAL
UNDERWRITERS LABORATORY
UNLESS NOTED OTHERWISE
VCT
VERT
VIF
W/
WD
WAF
WOM
WP
WRB
VINYL COMPOSITION TILE
VERTICAL
VERIFY IN FIELD
WITH
WOOD
WOOD ATHLETIC FLOORING
WALK OFF MAT
WALL PROTECTION
WEATHER RESISTIVE BARRIER
OWNER:
HERMISTON SCHOOL DISTRICT 8R
305 SW 11th Street Hermiston, Oregon 97838
OWNER'S REPRESENTATIVE:
Wenaha Group 125 S.E. Court Ave.
Pendleton, Oregon 97801 Phone: 541.969.9236
ARCHITECT:
BBT ARCHITECTS
1140 SW Simpson Ave Suite 200 Bend, Oregon 97702 Phone: 541.382.5535 Contact: Kyle Burke Email: kburke@bbtarchitects.com
STRUCTURAL ENGINEER:
WALKER STRUCTURAL ENGINEERING, LLC
2863 NW Crossing Dr., Suite 201 Bend, Oregon 97701 Phone: 541.330.6869 Contact: Jonny Walker Email: jwalker@walkerse.com
MECHANICAL & PLUMBING ENGINEER:
MSI ENGINEERS
108 N. Washington, Ste. 505 Spokane, WA 99201 Phone: 541.624.1050 Contact: Jess Stauffenberg Email: jess@msi-engineers.com
ELECTRICAL ENGINEER:
CONNETIX ENGINEERING INC
1430 North 16th Avenue, Suite A Yakima, Washington 98902 Phone: 541.833.5564 Contact: Jeff Ketcham Email: jck@coneng.com
PROJECT TEAMDRAWING INDEX - PHASE 2
GENERAL
P2-G0.00 COVER SHEET
P2-G0.01 CODE SHEET - LEVEL 1
P2-G0.02 ASSEMBLIES
DEMO ARCHITECTURAL
P2-AD2.01 DEMOLITION PLAN - PHASE 2
ARCHITECTURAL
P2-A2.01 OVERALL FLOOR PLAN
P2-A2.02 MULTI-PURPOSE FLOOR PLAN
P2-A3.01 ELEVATIONS
P2-A3.02 ELEVATIONS
P2-A4.01 SECTIONS
P2-A5.01 ENLARGED PLANS AND ELEVATIONS
P2-A5.02 ENLARGED PLANS AND INTERIOR ELEVATIONS
P2-A5.03 ENLARGED PLANS AND ELEVATIONS
P2-A5.10 INTERIOR ELEVATIONS
P2-A6.01 REFLECTED CEILING PLAN
P2-A8.01 SCHEDULES
P2-A8.10 DETAILS
P2-A9.01 FINISH PLAN - LEVEL 1
P2-A9.02 INTERIOR DETAILS
P2-A9.03 INTERIOR DETAILS
P2-A9.10 CASEWORK DETAILS
P2-A9.11 CASEWORK SCHEDULE
STRUCTURAL
P2-S0.1 GENERAL STRUCTURAL NOTES & DRAWING INDEX
P2-S2.1 NORTH CLASSROOM MECHANICAL IMPROVEMENT
PLAN
P2-S2.2 SOUTH CLASSROOM STOREFRONT IMPROVEMENT
PLAN
P2-S5.1 STRUCTURAL DETAILS
GENERAL MECHANICAL
P2-M0.01 LEGENDS AND ABBREVIATIONS
DEMO MECHANICAL
P2-MD2.01 FLOOR PLAN NORTH - HVAC DEMO
P2-MD2.02 FLOOR PLAN SOUTH - HVAC DEMO
P2-MD4.01 MECHANICAL SECTIONS - DEMO
MECHANICAL
P2-M1.01 MECHANICAL SCHEDULES
P2-M2.01 FLOOR PLAN NORTH - HVAC
P2-M2.02 FLOOR PLAN SOUTH - HVAC
P2-M3.01 FLOOR PLAN NORTH - PIPING
P2-M3.02 FLOOR PLAN SOUTH - PIPING
DEFERRED SUBMITTALS
THE HIGHLAND HILLS ELEMENTARY SCHOOL RENOVATIONS TO THE EXISTING
HIGHLAND HILLS ELEMENTARY SCHOOL INCLUDING ADA BARRIER REMOVAL,
SECURITY UPGRADES, INTERIOR RENOVATIONS TO THE ADMIN SUITE AND
LIBRARY, AND REVISED PARKING AND DROP-OFF AREAS.
PERSPECTIVE OF EAST FACADE - PHASE 2
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B e n d
O re g o n t
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C O
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R
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H T
B
B T
A R
C H
IT
EC
TS
Date
Project Number
PHASE 2
/1
/2
:3 :0
P
M
P2-G0.00
COVER SHEET
Hermiston School District Highland Hills Elementary School
450 SE 10TH STREET
HERMISTON, OR 97838
06/02/2025
2007.4
RECORD DRAWINGS
HIGHLAND HILLS ELEMENTARY SCHOOL RENOVATION
HERMISTON SCHOOL DISTRICT
PHASE 2 - RECORD DRAWINGS
STRUCTURAL STEEL
FIRE ALARM
DRAWING INDEX - PHASE 2
P2-M4.01 MECHANICAL SECTIONS
P2-M5.01 MECHANICAL DETAILS
P2-M6.01 CONTROL DIAGRAMS
GENERAL PLUMBING
P2-P0.01 LEGENDS AND ABBREVIATIONS
DEMO PLUMBING
P2-PD2.00 OVERALL FOUNDATION PLAN - PLUMBING DEMO
P2-PD2.01 OVERALL FLOOR PLAN - PLUMBING DEMO
PLUMBING
P2-P1.01 PLUMBING SCHEDULES
P2-P2.00 OVERALL FOUNDATION PLAN - PLUMBING
P2-P2.01 OVERALL FLOOR PLAN - PLUMBING
P2-P5.01 PLUMBING DETAILS
ELECTRICAL GENERAL
P2-E0.01 SYMBOL SCHEDULE
DEMO ELECTRICAL
P2-E8.01 DEMO PLAN
ELECTRICAL
P2-E0.02 COMMON DEVICE GROUPINGS AND MOUNTING
HEIGHTS
P2-E0.03 ELECTRICAL SITE DETAILS
P2-E1.01 SITE PLAN POWER (PHASE 2)
P2-E1.10 ONE-LINE DIAGRAM (PHASE 2)
P2-E1.20 LIGHTING FIXTURE SCHEDULE (PHASE 2)
P2-E1.21 LIGHTING CONTROL DETAILS
P2-E1.22 LIGHTING CONTROL AND WIRING DETAILS
P2-E1.40 PANEL SCHEDULES
P2-E1.41 PANEL SCHEDULES
P2-E1.42 PANEL SCHEDULES
P2-E1.51 ACCESS CONTROL/ INTRUSION SYSTEM DETAILS
P2-E1.52 FIRE ALARM & VIDEO SURVELANCE SYSTEM DETAILS
P2-E1.61 COMMUNICATIONS DETAILS
P2-E2.01 LIGHTING PLAN
P2-E3.01 POWER PLAN
P2-E3.02 POWER SCHEDULE
P2-E5.01 FIRE ALARM & SECURITY PLAN
P2-E6.01 COMMUNICATIONS PLAN
No. Description Date
1 ADDENDUM #1 02/21/23
2 ADDENDUM #2 03/01/23
4 CONFORMANCE
SET
04/19/23
BUILDING I
13,075 SF
TYPE IIIB - 23,063 SF ALLOWABLE
BUILDING III - GYM
8,389 SF
TYPE IIIB - 20,932 SF ALLOWABLE
BUILDING IV - COVERED PLAY
4,200 SF
BUILDING IV = PORTABLE CLASSROOM + COVERED PLAY
5,550 SF
TYPE VB - 16,625 SF ALLOWABLE
BUILDING II
13,075 SF
TYPE IIIB - 22,590 SF ALLOWABLE
26' - 6"
5' - 0"
0% UNPROTECTED OPENINGS
UP TO 10% ALLOWED W/ FSD 5' TO 10'
0% UNPROTECTED OPENINGS
UP TO 10% ALLOWED W/ FSD 5' TO 10'
71' - 9 107/128"
1502902
20828
SPED
CONFERENCE
ROOM
OFFICE
PRINCIPAL
OFFICE
NURSE
NURSE RR
STAFF RR
DEAN
RECEPTION VESTIBULE
COUNSELOR
STAFF
MECHANICAL
WORK
ROOM
FEC
FEC
FEC
BUILDING IV - PORTABLE CLASSROOM
1,350 SF
LIBRARY
BREAKOUT
BREAKOUT
SPEECH
LIBRARY RR
SERVER
MECH/
CUSTODIAL
LIBRARY
OFFICE
15081
150173
502049
150174
* 1
150119
G H
D
C
A
B
F E
150482
TO FSD
NO CHANGE
TO FSD
NO CHANGE
N O
C H
A N
G E
TO
F
SD
88' - 5"
5% UNPROTECTED OPENINGS
UP TO 10% ALLOWED W/ FSD 5' TO 10'
52% UNPROTECTED OPENINGS
UP TO 70% ALLOWED W/ FSD 25' TO 30'
50% UNPROTECTED OPENINGS
UP TO 70% ALLOWED W/ FSD 25' TO 30'
1001000
DENOTES ROOM OR SPACE NOT NORMALLY OCCUPIED
- OCCUPANTS ALREADY COUNTED ELSEWHERE FOR EXITING
REQUIREMENTS
OCCUPIABLE AREA OF ROOM (IN SQUARE FEET)
OCCUPANT LOAD FACTOR
MIN. NUMBER OF EXITS REQUIRED
RESULTANT OCCUPANT LOAD
10 EXIT LOAD
OCCUPANT LOAD @ EXIT DISCHARGE
EXIT DISCHARGE CALCULATED MIN. WIDTH - IN INCHES
EXIT TRAVEL DISTANCE
AREA NOT ARCHITECTURALLY MODIFIED BY THIS PROJECT
FEC FIRE EXTINGUISHER IN CABINET
LIGHTED EXIT SIGN AT ALL EXITS W/ DIRECTIONAL ARROW
WHERE OCCURS
6"
CODE ANALYSIS LEGEND
s w S im p so n
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.8
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B
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A R
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Date
Project Number
PHASE 2
/1
/2
:3 :0
P
M
P2-G0.01
CODE SHEET - LEVEL 1
Hermiston School District Highland Hills Elementary School
450 SE 10TH STREET
HERMISTON, OR 97838
06/02/2025
2007.4
RECORD DRAWINGS
SCALE: 1/16" = 1'-0"P2-G0.01
1 CODE SHEET - LEVEL 1
PATH OF TRAVEL
Travel Path Travel Distance
430' - 0"
1 82' - 6"
2 29' - 0"
3 80' - 6"
4 41' - 6"
GENERAL INFORMATION:
APPLICABLE CODES: 2019 OSSC/2019 OFC
BUILDING DEPT. JURISDICTION: CITY OF HERMISTON, OREGON
PROJECT DESCRIPTION: ELEMENTARY SCHOOL RENOVATION
(3) 1-STORY NON-SPRINKLERED TYPE III-B BUILDINGS
(1) 1-STORY NON-SPRINKLERED TYPE V-B BUILDINGS
OCCUPANCY: E – EDUCATIONAL
CONSTRUCTION TYPE: III-B (2 HR EXTERIOR WALLS) & V-B (NON-RATED)
FIRE PROTECTION: FIRE ALARM SYSTEMS INSTALLED THROUGHOUT THE BUILDING.
SIZE/DISTRIBUTION OF PORTABLE FIRE EXTINGUISHERS PER OFC 906 –
MAXIMUM TRAVEL DISTANCE = 75 FEET.
NON-SPRINKLERED
SEISMIC DESIGN CATEGORY: SEE STRUCTURAL
EARTHQUAKE SITE CLASSIFICATION: SEE STRUCTURAL
BASIC WIND SPEED: SEE STRUCTURAL
SINGLE OCCUPANCY BUILDING:
NO OCCUPANCY OR USE SEPARATION
PER OSSC 2019 SECTION 303.1.3, A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES THAT IS ASSOCIATED WITH A GROUP E OCCUPANCY IS NOT CONSIDERED A SEPARATE OCCUPANCY AND SO SEPARATION IS
NOT REQUIRED.
ALLOWABLE BUILDING HEIGHT & AREA:
TYPE III-B CONSTRUCTION, GROUP E OCCUPANCY
BASE ALLOWABLE AREA PER STORY 38,000 SF MAXIMUM
BASE ALLOWABLE HEIGHT, NO. STORIES 60-FEET, 2-STORIES
PER OSSC CHAPTER 2, BUILDING AREA IS THE AREA INCLUDED WITHIN SURROUNDING EXTERIOR WALLS EXCLUDING OF VENT SHAFTS BUT INCLUSIVE OF AREAS WITHIN THE HORIZONTAL PROJECTION OF THE ROOF OR FLOOR AREA ABOVE. AREA WITHIN PROJECTIONS ABOVE THAT ARE LESS THAN 3'-0" DEEP ARE NOT INCLUDED. AREA WITHIN PROJECTIONS ABOVE, GREATER THAN 3'-0" DEEP, ARE COUNTED AT THE LEVEL WHERE OCCUPIABLE SPACE WOULD OCCUR UNDER THAT PROJECTION. THIS IS REFLECTED IN THE ACTUAL
AREAS.
BUILDING AREA MODIFICATIONS 506: OSSC SECTION 506
AREA INCREASE (506.2.3)
Aa = At + ( NS x If )
ALLOWABLE AREA PER STORY
BUILDING I - CLASSROOM SOUTH (If=.59) 23,063 SF BUILDING II - CLASSROOM NORTH (If=.56) 22,590 SF BUILDING III - GYM (If=.44) 20,932 SF BUILDING IV - PORTABLE CLASSROOM + COVERED PLAY (If=.75) 16,625 SF
ACTUAL AREA PER MAIN LEVEL
BUILDING I - CLASSROOM SOUTH 13,075 SF
BUILDING II - CLASSROOM NORTH 13,075 SF
BUILDING III - GYM 8,389 SF
BUILDING IV - PORTABLE CLASSROOM +COVERED PLAY 5,550 SF
ALLOWABLE HEIGHT
(NO MODIFICATIONS) 55-FEET (III-B)
40-FEET (V-B)
ACTUAL HEIGHT 20'-0" @ CLASSROOMS
25'-0" @ COVERED PLAY
ALLOWABLE NO. OF STORIES 2-STORIES
ACTUAL NO. STORIES 1-STORY
FIRE-RESISTANCE RATING - BUILDING ELEMENTS:
BUILDING ELEMENT TYPE III-B OSSC TABLE 601
PRIMARY STRUCTURAL FRAME 0 HOUR WHERE SUPPORTING A FLOOR
BEARING WALLS
EXTERIOR 2 HOUR
INTERIOR 0 HOUR WHERE SUPPORTING A FLOOR
0 HOUR WHERE SUPPORTING A ROOF ONLYA
NON-BEARING WALLS
EXTERIOR
FIRE SEPARATION 5'>X>10' PER TABLE 602 0 HOURS
FIRE SEPARATION 10'>X> 30' PER TABLE 602 0 HOURS
INTERIOR 0 HOURS
FLOOR CONSTRUCTION AND
ASSOCIATED SECONDARY MEMBERS 0 HOUR
ROOF CONSTRUCTION AND
ASSOCIATED SECONDARY MEMBERS 0 HOUR
NON-BEARING EXTERIOR WALLS (TYPE III-B, GROUP E) OSSC TABLE 602
FIRE SEPARATION DISTANCE RATING
X < 5 1 HOUR
5 < X < 10 1 HOUR
10 < X < 30 1 HOUR
X > 30 0 HOURS
NOTE A:
PER OSSC TABLE 601 FOOTNOTE A, FIRE-RESISTANCE RATINGS OF PRIMARY STRUCTURAL FRAME AND BEARING WALLS ARE PERMITTED TO BE REDUCED BY 1 HOUR WHERE SUPPORTING A ROOF ONLY.
NOTE B:
PER OSSC TABLE 601 FOOTNOTE B, IN GROUP E OCCUPANCY, FIRE PROTECTION OF STRUCTURAL MEMBERS SHALL NOT BE REQUIRED, INCLUDING PROTECTION OF ROOF FRAMING AND DECKING WHERE EVERY PART OF THE ROOF CONSTRUCTION IS 20-FEET OR MORE ABOVE ANY FLOOR IMMEDIATELY BELOW. FIRE-
RETARDANT-TREATED WOOD MEMBERS SHALL BE ALLOWED TO BE USED FOR SUCH UNPROTECTED
MEMBERS.
CORRIDORS
OSSC TABLE 1020.1, CORRIDORS ARE NOT REQUIRED TO HAVE FIRE-RESISTANCE RATING WHERE OCCUPANT LOAD IS LESS THAN 30. THE ADMINISTRATIVE AREA HAS A TOTAL OCCUPANT LOAD OF 20.
NON-SPRINKLED CANOPIES
NFPA 13 - 8.15.7.2: SPRINKLERS SHALL BE PERMITTED TO BE OMITTED WHERE THE CANOPIES OR SIMILAR PROJECTIONS ARE CONSTRUCTED WITH MATERIALS THAT ARE NON-COMBUSTIBLE, LIMITED-COMBUSTIBLE, OR FIRE RETARDANT-TREATED WOOD AS DEFINED IN NFPA 703.
EXIT CLEARANCE
Exit
Designator Occupant
Load Clearance Required
Clearance Provided
Clearance Factor
A 22 0' - 5" 2' - 10" 0.2
B 23 0' - 5" 2' - 10" 0.2
C 250 4' - 2" 5' - 6" 0.2
D 250 4' - 2" 5' - 6" 0.2
E 4 0' - 1" 2' - 10" 0.2
F 10 0' - 2" 2' - 10" 0.2
G 10 0' - 2" 2' - 10" 0.2
H 42 0' - 9" 2' - 10" 0.2
ACCESSIBILITY:
PER IEBC 305.7 ALTERATIONS AFFECTING AN AREA CONTAINING A PRIMARY FUNCTION-
WHEN AN ALTERATION AFFECTS THE ACCESSIBILITY TO, OR CONTAINS AN AREA OF PRIMARY FUNCTION, THE ROUTE TO THE PRIMARY FUNCTION AREA SHALL BE ACCESSIBLE. THE ACCESSIBLE ROUTE TO THE PRIMARY FUNCTION AREA SHALL INCLUDE TOILET FACILITIES AND DRINKING FOUNTAINS SERVING THE
AREA OF PRIMARY FUNCTION.
EXCEPTION 4: THIS PROVISION DOES NOT APPLY TO ALTERATIONS UNDERTAKEN FOR THE PRIMARY PURPOSE
OF INCREASING THE ACCESSIBILITY OF A FACILITY.
CODE SYNOPSIS:
THE HIGHLAND HILLS ELEMENTARY SCHOOL REMODEL INCLUDES INTERIOR RENOVATIONS TO TWO, TYPE VB PRECAST CONCRETE, CMU, AND STEEL FRAMED BUILDINGS WITH WOOD FRAMED PARTITIONS. THE PROJECT ALSO INCLUDES THE ADDITION OF A VOICE-LIFT SYSTEM IN ALL TEACHING SPACES IN THE SCHOOL. THE PRIMARY PURPOSE OF THE REMODEL IS TO ADDRESS SPECIFIC ADA ISSUES AND CONCERNS THAT THE DISTRICT HAS ENCOUNTERED IN THE ADMINISTRATIVE AND LIBRARY AREAS (SEE ACCESSIBILITY
SECTION BELOW ADDRESSING IEBC 305.7). AS PART OF THE SCOPE OF THIS PROJECT, ALL WORK IN THE RENOVATED AREAS WILL BE FULLY COMPLIANT WITH THE ACCESSIBILITY PROVISIONS INCLUDING, THE ENTRANCES, VESTIBULES, AND RESTROOMS. ACCESSIBLE PARKING WILL BE PROVIDED IN THE NEW PARKING
AREAS AND ACCESSIBLE ROUTES TO THE BUILDING AND RIGHT-OF-WAY WILL BE PROVIDED.
THE PROJECT SCOPE ALIGNS WITH SECTION 603 OF THE IEBC - ALTERATION LEVEL 2 - ALTERATIONS INCLUDE THE RECONFIGURATION OF SPACE, THE ADDITION OR ELEMINATION OF ANY DOOR OR WINDOW, THE RECONFIGURATION OR EXTENSION OF ANY SYSTEM, OR THE INSTALLATION OF ANY ADDITION EQUIPMENT
WHERE THE WORK AREA IS LESS THAN 50% OF THE BUILDING AREA.
PER IEBC 803.2.2, AN AUTOMATIC SPRINKLER SYSTEM IS NOT REQUIRED BECAUSE THE SECOND CONDITION
DOES NOT OCCUR: THE WORK AREA DOES NOT EXCEED 50 PERCENT OF THE FLOOR AREA.
MANUAL FIRE ALARM PULLS TO BE REPLACED IN KIND IN RENOVATED AREAS.
OCCUPANT LOADS (OSSC TABLE 1004.5)
OCCUPANT LOAD FACTORS
BUSINESS AREAS 150 GROSS
EDUCATIONAL
CLASSROOM AREA 20 NET
LIBRARY 50 NET
PLUMBING FIXTURE COUNT:
REQUIRED FIXTURES, GROUP E
OCCUPANT LOAD: 500
WATER CLOSETS LAVATORIES
MALE, 250 1 PER 50 5 1 PER 50 5
FEMALE, 250 1 PER 50 5 1 PER 50 5
TOTAL 10 10
1 WATER FOUNTAIN PER FLOOR
PROVIDED FIXTURES
OCCUPANT LOAD: 500
WATER CLOSETS LAVATORIES
MALE, 250 1 PER 50 2 1 PER 50 1
FEMALE, 250 1 PER 50 2 1 PER 50 1
UNISEX 22 22
TOTAL 26 24
1 WATER FOUNTAIN PER FLOOR
GENERAL NOTES:
1. HATCHED AREAS INDICATE EXTENTS OF FIRE SEPARATION DISTANCE
2. SEE SITE PLAN FOR LOCATIONS OF RAPID ENTRY BOXES
3. SEE SITE PLAN FOR ACCESSIBLE PATHS TO RIGHT-OF-WAY
4. MANUAL FIRE ALARM PULLS TO BE LOCATED BY FIRE ALARM DESIGNER
5. DIMENSIONS SHOWN ARE APPROXIMATE BASED ON AS-BUILT DRAWINGS,
AND ARE PROVIDED FOR LIFE SAFETY CALCULATIONS. REFER TO
LANDSCAPE PLANS FOR LOCATING NEW COVERED PLAY AREA.
6. WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF
OPENING PROTECTION PER OSSC TABLE 705.8.
BUILDING ELEMENT TYPE V-B OSSC TABLE 601
PRIMARY STRUCTURAL FRAME 0 HOUR WHERE SUPPORTING A FLOOR
BEARING WALLS
EXTERIOR 0 HOUR
INTERIOR 0 HOUR WHERE SUPPORTING A FLOOR
0 HOUR WHERE SUPPORTING A ROOF ONLYA
NON-BEARING WALLS
EXTERIOR
FIRE SEPARATION 5'>X>10' PER TABLE 602 0 HOURS
FIRE SEPARATION 10'>X> 30' PER TABLE 602 0 HOURS
INTERIOR 0 HOURS
FLOOR CONSTRUCTION AND
ASSOCIATED SECONDARY MEMBERS 0 HOUR
ROOF CONSTRUCTION AND
ASSOCIATED SECONDARY MEMBERS 0 HOUR
NON-BEARING EXTERIOR WALLS (TYPE III-B, GROUP E) OSSC TABLE 602
FIRE SEPARATION DISTANCE RATING
X < 5 1 HOUR
5 < X < 10 1 HOUR
10 < X < 30 0 HOUR
X > 30 0 HOURS
NOTE A:
PER OSSC TABLE 601 FOOTNOTE A, FIRE-RESISTANCE RATINGS OF PRIMARY STRUCTURAL FRAME AND BEARING WALLS ARE PERMITTED TO BE REDUCED BY 1 HOUR WHERE SUPPORTING A ROOF ONLY.
NOTE B:
PER OSSC TABLE 601 FOOTNOTE B, IN GROUP E OCCUPANCY, FIRE PROTECTION OF STRUCTURAL MEMBERS SHALL NOT BE REQUIRED, INCLUDING PROTECTION OF ROOF FRAMING AND DECKING WHERE EVERY PART OF THE ROOF CONSTRUCTION IS 20-FEET OR MORE ABOVE ANY FLOOR IMMEDIATELY BELOW. FIRE-
RETARDANT-TREATED WOOD MEMBERS SHALL BE ALLOWED TO BE USED FOR SUCH UNPROTECTED
MEMBERS.
EXISTING CLASSROOM BUILDINGS + GYMNASIUM EXISTING PORTABLE + NEW COVERED PLAY
No. Description Date
SX #
SX
WALL TAG LEGEND
WALL DESIGNATION
WALL DESIGNATION
PARTITION TO TERMINATE AT 6"
ABOVE FINISHED CEILING UNO
SEE STRUCTURAL FOR TYPICAL
BRACING AT NON-FULL HEIGHT
WALLS
PARTITION STRUCTURE:
S - METAL STUD
M - MASONRY
PARTITION STRUCTURE:
S - METAL STUD
M - MASONRY
GYPSUM BOARD
2X WALL FRAMING
W5 4"
W7 6"
GYPSUM BOARD - ONE
LAYER SYMBOL SIDE
2X WALL FRAMING
ACOUSTIC BATT
INSULATION
FS-25 BARRIER
WX 4"
WX 6"
ACOUSTIC SEALANT -
BOTH SIDES
SOLID BLOCKING
ACOUSTIC BATT INSULATION
RESILIENT CHANNELS
GWB & SCHEDULED FINISH EACH SIDE.
CONTINUE ONE SIDE TO UNDERSIDE OF
STRUCTURE. OTHER SIDE MAY TERMINATE
6" ABOVE ADJACENT CEILING.
CEILING WALL ANGLE SET IN
ACOUSTICAL SEALANT BOTH SIDES
2x6 WALL FRAMING. EXTEND
FRAMING AND INSULATION TO
ROOF STRUCTURE, SEAL.
NOTES:
1. ELECTRICAL OUTLETS, SWITCH OR
MISC CONTROLS SHALL NOT BE
PLACED BACK TO BACK IN
ADJOINING ROOMS OR SPACES.
SEAL AROUND ALL OPENINGS.
2. INSTALL ACOUSTICAL PUTTY
PADS AT ALL ELECTRICAL, LOW
VOLTAGE AND PENETRATIONS IN
INTERIOR WALLS SCHEDULED TO
RECEIVE INSULATION.
WX 4"
WX 6"
ACOUSTIC SEALANT -
BOTH SIDES
ACOUSTIC BATT INSULATION
GWB & SCHEDULED FINISH EACH
SIDE. CONTINUE PUBLIC SIDE TO
UNDERSIDE OF STRUCTURE.
OTHER SIDE MAY TERMINATE 6"
ABOVE ADJACENT CEILING.
CEILING WALL ANGLE SET IN
ACOUSTICAL SEALANT BOTH SIDES
2x6 WALL FRAMING. EXTEND
FRAMING AND INSULATION
TO ROOF STRUCTURE, SEAL.
NOTES:
1. ELECTRICAL OUTLETS, SWITCH OR
MISC CONTROLS SHALL NOT BE
PLACED BACK TO BACK IN
ADJOINING ROOMS OR SPACES.
SEAL AROUND ALL OPENINGS.
2. INSTALL ACOUSTICAL PUTTY
PADS AT ALL ELECTRICAL, LOW
VOLTAGE AND PENETRATIONS IN
INTERIOR WALLS SCHEDULED TO
RECEIVE INSULATION.
W8 4"
WX 6"
METAL SUSPENSION SYSTEM
ACOUSTIC CEILING TILES
(ACT)
HANGING WIRE
NOTES:
1. SEE DETAILS FOR SESMIC BRACING
2. PROVIDE APPROPRIATE BRACING FOR
SLOPED APPLICATIONS PER SECTIONS
& CEILING PLANS
WOOD OR METAL FRAMING
GYPSUM BOARD
CEILING FINISH
GYPSUM BOARD - ONE
LAYER SYMBOL SIDE
2X WALL FRAMING
ACOUSTIC BATT
INSULATION
W2 4"
W3 6"
GYPSUM BOARD
2X WALL FRAMING
W4 4"
W6 6"
ACOUSTIC BATT
INSULATION
CONCRETE
MASONRY UNIT
M1 6"
M2 8"
GYPSUM BOARD
METAL STUD FRAMING TO
MATCH EXISTING ADJACENT
METAL WALL STUDS. VIF
ACOUSTIC BATT
INSULATION
GENERAL NOTE: AT LOCATIONS WHERE
INFILL IS REQUIRED IN EXISTING
FURRING WALL ON EXTERIOR WALL.
EXISTING PRECAST
CONCRETE WALL
EXTERIOR INTERIOR
VAPOR BARRIER
(SHOWN DASHED)
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Project Number
PHASE 2
/1
/2
:3 :0
P
M
P2-G0.02
ASSEMBLIES
Hermiston School District Highland Hills Elementary School
450 SE 10TH STREET
HERMISTON, OR 97838
06/02/2025
2007.4
RECORD DRAWINGS
SCALE: 3" = 1'-0"P2-G0.02
6 INT. WOOD STUD
SCALE: 3" = 1'-0"P2-G0.02
1 INT. WOOD STUD W/ INSULATION
SCALE: 1" = 1'-0"P2-G0.02
3 SOUND WALL
SCALE: 1" = 1'-0"P2-G0.02
4 SOUND WALL
SCALE: 3" = 1'-0"P2-G0.02
9 CEILING ASSEMBLY, ACT
SCALE: 3" = 1'-0"P2-G0.02
10 CEILING ASSEMBLY, GWB ON FRAMING
SCALE: 3" = 1'-0"P2-G0.02
5 INT. WOOD STUD
SCALE: 3" = 1'-0"P2-G0.02
2 INT. WOOD STUD W/ INSULATION
SCALE: 3" = 1'-0"P2-G0.02
7 EXT. WALL - CMU
SCALE: 3" = 1'-0"P2-G0.02
8 INT. FURRING @ EXTERIOR WALLS
LL
JJ
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1.1
1.1
1.0
1.0
KK
CC
AA
BB
32' - 8" 32' - 0" 32' - 0" 32' - 0" 16' - 8" 23' - 4" 20' - 0" 20' - 8" 6' - 7 1/8"
3' - 10"
20' - 0"
LIBRARY
RECEPTION
DEMO GWB ON INTERIOR FURRING OF EXTERIOR WALL
D
EM
O G
W B
O N
IN
TE
R
IO
R F
U R
R
IN
G O
F
EX
TE
R
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R
W A
LL
DEMO GWB ON INTERIOR FURRING OF EXTERIOR WALL
DEMO GWB ON INTERIOR FURRING OF EXTERIOR WALL
D
EM
O G
W B
O N
IN
TE
R
IO
R F
U R
R
IN
G O
F
EX
TE
R
IO
R
W A
LL
DEMO GWB ON INTERIOR FURRING OF EXTERIOR WALL
2' - 0" 7' - 8"
P2-A4.01
12 2
A. SEE SHEET G0.01 FOR ARCHITECTURAL ABBREVIATIONS AND
SYMBOLS
B. SEE G0.00 FOR BID ALTERNATE SCHEDULE
C. THIS PLAN IS DIAGRAMMATIC AND PROVIDED FOR THE
CONTRACTORS REFERENCE. CONTRACTOR SHALL FIELD VERIFY
ALL REQUIRED DEMOLITION FOR THE COMPLETION OF THE
FINISHED PRODUCT.
D. ALL DIMENSIONS ARE APPROXIMATE AND FOR REFERENCE
ONLY. FIELD VERIFY ALL DIMENSIONS.
E. EXISTING UTILITIES (ELECTRICAL, PLUMBING, LOW VOLTAGE,
MECHANICAL, ETC.) LOCATED WITHIN WALLS NOTED TO BE
REMOVED ARE TO BE CUT AND CAPPED WITHIN CONCEALED
SPACES AS REQUIRED BY CODE.
F. REFER TO MECHANICAL, PLUMBING, ELECTRICAL, CIVIL AND
LANDSCAPE DEMOLITION SHEETS FOR INFORMATION RELATED
TO THOSE TRADES.
G. ALL ARCHITECTURAL DEMOLITION REQUIRED TO PERFORM MEP
AND STRUCTURAL WORK SHOULD BE THE MINIMUM POSSIBLE
TO COMPLETE THE WORK. ALL FINISHES REQUIRED TO MATCH
EXISTING U.N.O.
H. EXISTING WALLS TO BE REMOVED SHOWN DASHED, TYP. WALLS
ARE TO BE DEMOLISHED TO THE EXTENT REQUIRED TO
COMPLETE THE WORK.
GENERAL NOTES
TO BE DEMOLISHED
TO REMAIN
DEMOLITION LEGEND
FLOOR/CEILING/ROOF AREA TO BE
DEMOLISHED WITH ALL RELATED
MEP ITEMS
s w S im p so n
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Project Number
PHASE 2
/1
/2
:3 :0
P
M
P2-AD2.01
DEMOLITION PLAN -
PHASE 2
Hermiston School District Highland Hills Elementary School
450 SE 10TH STREET
HERMISTON, OR 97838
06/02/2025
2007.4
RECORD DRAWINGS
SCALE: 1/8" = 1'-0"P2-AD2.01
1 OVERALL FLOOR PLAN - LEVEL 1
PHASE 2 - DEMO PLAN KEYNOTES
1 EXISTING TOILET ROOM. DEMO EXISTING PLUMBING
FIXTURES
2 DEMO FREE-STANDINIG CONCRETE WALL
3 DEMO EXISTING ALUMINUM WINDOW. DEMO PRECAST
PANEL BELOW WINDOW PER NEW STOREFRONT DETAILS
4 DEMO EXISTING VESTIBULE
5 DEMO EXISTING HM DOOR AND FRAME. DEMO EXTERIOR
CONCRETE SIDEWALK TO PREPARE FOR NEW STEM WALL
PER DETAILS
6 DEMO PORTION OF PRECAST CONCRETE PANEL.
PROVIDE TEMPORARY SHORING. SEE FLOOR PLAN FOR
NEW BRACING
7 SALVAGE EXISTING MONITOR AND ASSOCIATED WALL
MOUNT
8 DEMO ALL EXISTING CEILINGS IN ADMIN AREA. SALVAGE
ACT TILES TO REPLACE DEMOLISHED AIR OUTLETS IN ALL
CLASSROOMS. GC TO VERIFD NUMBER OF AIR OUTLETS
TO BE DEMOLISHED/ NUMBER OF TILES TO BE SALVAGED
IN FIELD.
9 PREP DOOR FRAME TO FLIP DOOR SWING. SALVAGE
FRAME IN PLACE OR DEMO AND REPLACE. VERIFY WITH
OWNER
10 EXISTING WALL TO REMAIN CONTAINING FIRE CONTROL
PANEL CAN BE DEMOLISHED AT CONTRACTOR'S OPTION.
ASSUME NEW GWB BOTH SIDES
11 DEMO EXISTING CEILINGS IN OFFICE/ WORK ROOMS TO
BE DEMOLISHED
12 SALVAGE AND STORE ALL EXISTING LIBRARY CASEWORK
FOR REINSTALLATION.
2 ADDENDUM #2 03/01/23
P2-A3.012
P2-A3.01
P2-A3.02
LL
JJ
H
H
GG
FF
EE
DD
1.1
1.1
32' - 8" 32' - 0" 32' - 0" 32' - 0" 16' - 8" 23' - 4" 20' - 0" 20' - 8"
1.0
1.0
KK
CC
AA
7' - 6 1/2"
SPED RR
BB
/8
/8
SPED
CONFERENCE
ROOM
OFFICE
PRINCIPAL
DEAN
34NURSE
OFFICE
NURSE RR
STAFF RR
RECEPTION
VESTIBULE
30COUNSELOR
STAFF
WORK
ROOM
MECHANICAL
W4
W4
W4
W4
W2
W4
W4
W4
W4
W4W4
W4
W4W4
W4W4
W2
W2
W4W4
W4
W4
W4W4
W4
W7
W4
W4W4
W4W4
W4
W4
1' - 4" 3' - 4"
1' - 3" 9' - 7"
/2
12' - 8"
W4
HALL
HALL
LIBRARY
LIBRARY
OFFICE
MECH/
CUSTODIAL
SERVER
BREAKOUT
LIBRARY RR
BREAKOUT
SPEECH
P2-A5.101D
1A
1B
1C
M1
P2-A8.10
P2-A8.10
P2-A8.10
P2-A3.02
P2-A3.01
P2-A8.10
P2-A8.10
P1-A8.10
1' - 0" 19' - 4"
P2-A4.01
P2-A4.01
W8
P2-A5.03
P2-A5.10
2C
2B
2A
2D
P2-A5.01
P2-A5.03
P2-A5.03
P2-A5.03
W4
W4
A
LI
G N
6' - 0"
6' - 0"
P2-A8.10
P2-A8.10
P2-A8.10
P2-A8.10
P2-A8.10
P2-A8.10
W2
23 23
P2-A8.10
P2-A8.10
V
IF
/2
/2
E 4 B
E11B
E5 A
57B
E5 A
4 1
4 5
44A
E5 B
3 1 3 0 A
E 1 A
H
IG
H
SF8
SF9
SF7
SF2
SF1SF5
P2-A4.01
P2-A5.10
1E
30 30 30 30
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
P2-A5.10 3B
3A
3D
3C
7' - 8"
30B
30 30 30 30
P2-A8.10 ________________7
P2-A8.10 ________________7
P2-A8.10 ________________7
P2-A8.10
P2-A8.10 ________________ 7
P2-A8.10 ________________ 7
P2-A8.10 ________________ 7
P2-A8.10 ________________ 7
P2-A8.10
A
LI
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APR #
- 13
APR #
- 13
37 37 37
37 37 37
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14 APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
32 APR #
- 14
32 APR #
- 14
32 APR #
- 14
APR #
- 14
APR #
- 14
32 APR #
- 14
32 APR #
- 14
APR #
- 14
APR #
- 14
32 APR #
- 14
32 APR #
- 14
32 APR #
- 14
32 APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
33 APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
33 APR #
- 14
APR #
- 14
33 APR #
- 14
33 APR #
- 14
APR #
- 14
33 APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
33 APR #
- 14
APR #
- 14
33 APR #
- 14
33 APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
37 APR #
- 14
APR #
- 14
37 APR #
- 14
APR #
- 14
37 APR #
- 14
APR #
- 14
37 APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14
APR #
- 14 36
APR #
- 14
6"
10"
W2
4" Concrete Slab
APR #
- 16
P2-A5.10 4B
APR #
- 18
APR #
- 21
10' - 3" 10' - 0"
/4
A
LI
G N
W6
A. SEE SHEET G0.01 FOR ARCHITECTURAL ABBREVIATIONS AND
SYMBOLS
B. SEE SHEET G0.04 FOR WALL TYPES
C. SEE SHEET A8.01 FOR DOOR SCHEDULE
D. PLAN DIMENSIONS ARE MEASURED FROM THE OUTSIDE FACE
OF STUDS / FACE OF CONCRETE ON EXTERIOR WALLS TO THE
CENTER LINES OF INTERIOR WALLS AND OPENINGS U.N.O.
E. GRID LINES ALIGN WITH FACE OF STUD U.N.O.
F. ALL INTERIOR WALLS ARE TYPE W5 U.N.O.
G. ALL PARTITIONS, INCLUDING INDICATED GWB LAYERS ARE TO
EXTEND TO UNDERSIDE OF ROOF DECK U.N.O.
H. REMOVE AND STORE CEILING TILES AS NEEDED TO COMPLETE
THE WORK. PLACE THEM BACK IN THE CEILING GRID WHEN
WORK IS COMPLETE. REPLACE BROKEN TILES AS REQUIRED.
I. REPAIR, PATCH AND PAINT ALL SURFACES THAT ARE AFFECTED
BY THE WORK.
GENERAL NOTES
APR #
- 14 s w S im p so n
A v e
Su it e
B e n d
O re g o n t
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.5 f
.3
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Date
Project Number
PHASE 2
/1
/2
:3 :0
P
M
P2-A2.01
OVERALL FLOOR PLAN
Hermiston School District Highland Hills Elementary School
450 SE 10TH STREET
HERMISTON, OR 97838
06/02/2025
2007.4
RECORD DRAWINGS
SCALE: 1/8" = 1'-0"P2-A2.01
1 OVERALL FLOOR PLAN - PHASE 2
FLOOR PLAN KEYNOTES - PHASE 2
1 BUILT-IN CASEWORK
2 MARKER BOARD
3 SMART TV OR SIM
4 TACK SURFACE
5 MAILBOXES
6 VENDING MACHINE (OWNER FURNISHED)
7 REFRIGERATOR
8 RANGE
9 DISHWASHER
10 ALIGN VESTIBULE STOREFRONT WITH EXISTING OPENING
11 GLULAM BENCH
12 REVERSE EXISTING DOOR SWING. REUSE EXISTING DOOR FRAME IN
PLACE
13 HSS STEEL COLUMN TO SUPPORT NEW CORNER OPENING IN
PRECAST CONCRETE PANELS
14 ALIGN NEW WALL WITH EXISTING
15 SALVAGED DISPLAY SCREEN
16 CUMULATIVE FILE STORAGE CABINETS
18 STEEL TUBE COLUMNS
19 ALIGN NEW WALL TO EDGE OF WINDOW
20 COPIER, OFOI
21 EXISTING FIRE CONTROL PANEL. RESET PANEL IN WALL TO BE FLUSH
22 3/4" FIRE-RETARDENT TREATED PLYWOOD FULL HEIGHT; INSTALL
OVER EXISTING GWB OR IN LIEU OF GWB IN NEW PARTITIONS
23 REPLACE GWB ON INTERIOR FURRING WALLS OF ALL EXTERIOR
WALLS IN AREA OF WORK, TYP. PROVIDE INSULATION IN EXISTING
CAVITY IF NONE IS PRESENT. ADD OR REPLACE EXISTING VAPOR
BARRIER. COORDINATE WITH EXTENTS SHOWN ON DEMO PLAN
24 NEW GWB ON BOTH SIDES OF EXISTING WALL
25 BLANK OUT CORNER WITH CASEWORK
26 BUILT-IN CASEWORK. ALIGN CABINET WITH SOFFIT ABOVE.
27 OWNER SUPPLIED FURNITURE
28 SLIDING TRANSACTION WINDOW
29 SAW-CUT OPENING FOR NEW UNIT VENTILATORS IN EXISTING
PRECAST PANELS. CENTER OPENING UNDER EXISITNG WINDOWS.
REMOVE AND REINSTALL EXISTING WINDOW AFTER INSTALLATION
OF NEW SILL SUPPORT. SEE DETAILS. NOTIFY ARCHITECT OF ALL
CONFLICTS WITH PANEL EDGES. VERIFY REQUIRED OPENING
DIMENSIONS WITH MANUFACTURER AND MECHANICAL
DRAWINGS. PROVIDE ADDITIONAL 2X4 METAL STUD FRAMING AT
TOP AND BOTTOM OF NEW OPENING AS REQUIRED TO FRAME
OPENING. PATCH AND REPAIR DRYWALL OPENING.
30 SAW-CUT OPENING FOR NEW UNIT VENTILATORS IN EXISTING
PRECAST PANELS. CENTER OPENING IN 16' WIDE EXISTING PANEL
AND 6" AFF. NOTIFY ARCHITECT OF ALL CONFLICTS WITH PANEL
EDGES. VERIFY REQUIRED OPENING DIMENSIONS WITH
MANUFACTURER AND MECHANICAL DRAWINGS. PROVIDE
ADDITIONAL 2X4 METAL STUD FRAMING AT TOP AND BOTTOM OF
NEW OPENING AS REQUIRED TO FRAME OPENING. PATCH AND
REPAIR DRYWALL OPENING.
31 REINSTALL SALVAGED LIBRARY CASEWORK
32 REMOVE EXISTING INTERCOM/CLOCK SYSTEM AND REPLACE WITH
NEW. INSTALL FRAME AROUND NEW INTERCOM/CLOCK SYSTEM
TO INFILL FROM PREVIOUS SYSTEM. PATCH AND REPAIR AND PAINT
FINISHES WHERE MODIFICATION OCCURS.
33 REMOVE EXISTING PROMETHEAN BOARD AND REPLACE WITH
OWNER FURNISHED NEW. CONFRIM LOCATION AND MOUNTING
HEIGHT IN FIELD WITH OWNERS REPRESENTATIVE PRIOR TO
INSTALLATION. PATCH AND REPAIR AND PAINT FINISHES WHERE
MODIFICATION OCCURS.
34 REMOVE EXISTING PROMETHEAN BOARD. PATCH REPAIR AND
PAINT FINISHES WHERE MODIFICATION OCCURS.
35 INSTALL NEW PROMETHEAN BOARD (OFCI) AND ASSOCIATED
EQUIPMENT. CONFRIM LOCATION AND MOUNTING HEIGHT IN
FIELD WITH OWNERS REPRESENTATIVE PRIOR TO INSTALLATION.
PATCH AND REPAIR FINISHES WHERE MODIFICATION OCCURS. .
36 PATCH AND REPAIR ANY FINISHES AFFECTED BY NEW A/V
EQUIPMENT OR FIXTURES
37 MODIFY CEILING TILES REQUIRED FOR EQUIPMENT AND FIXTURES
IN CEILING.
40 TOP OF FURRING WALL AT 10'-6", VERIFY W/ STEEL SUPPLIER. FRAME
GWB LID TO EXISTING WALL TO CLOSE FRAMING CAVITY
PROJECT
NORTH
N
APR #
- 14
APR #
- 16
APR #
- 18
NORTH BUILDING
1' - 0"
9 8 7 6 5 4 3 2 1.1
ROOF
20' - 0"
ROOF
20' - 0"
ROOF BEARING
9' - 6"
1.0
P2-A4.01
SOUTH BUILDING
0' - 0"1
NORTH BUILDING
1' - 0"
L J H G F E D
ROOF
20' - 0"
ROOF BEARING
9' - 6"
K C AB
P2-A8.10
P2-A8.10
P2-A8.10
SOUTH BUILDING
0' - 0"
4 44
P2-A4.01
MATCH PAINT COLOR OF EXISTING SCHOOL
REPAINT EXTERIOR CONCRETE FOR FULL EXTENT OF EAST FACADE.
A. SEE SHEET G0.00 FOR ARCHITECTURAL ABBREVIATIONS AND
SYMBOLS
B. SEE SHEET P2-G0.02 FOR WALL TYPES
C. SEE SHEET P2-A8.01 FOR DOOR SCHEDULE
D. PLAN DIMENSIONS ARE MEASURED FROM THE OUTSIDE FACE
OF STUDS / FACE OF CONCRETE ON EXTERIOR WALLS TO THE
CENTER LINES OF INTERIOR WALLS AND OPENINGS U.N.O.
E. SEE CASEWORK SCHEDULE FOR TYPES AND SIZES
F. ALL INTERIOR WALLS ARE TYPE W4 U.N.O.
G. SEE EXTERIOR ELEVATIONS FOR LOCATIONS OF OPAQUE
WINDOW FILM AT EXTERIOR STOREFRONT.
GENERAL NOTES
NORTH BUILDING
1' - 0"
987654321.1
ROOF
20' - 0"
ROOF BEARING
9' - 6"
1.0
3 3
P2-A4.01
SOUTH BUILDING
0' - 0"
FIBER CEMENT PANEL
EXTERIOR MATERIAL LEGEND
EXISTING PRECAST PANEL
CMU
STANDING SEAM METAL ROOF
s w S im p so n
A v e
Su it e
B e n d
O re g o n t
.3
.5 f
.3
.8
C O
P Y
R
IG
H T
B
B T
A R
C H
IT
EC
TS
Date
Project Number
PHASE 2
/1
/2
:3 :1
P
M
P2-A3.01
ELEVATIONS
Hermiston School District Highland Hills Elementary School
450 SE 10TH STREET
HERMISTON, OR 97838
06/02/2025
2007.4
RECORD DRAWINGS
SCALE: 1/8" = 1'-0"P2-A3.01
1 SOUTH ELEVATION - PHASE 2
SCALE: 1/8" = 1'-0"P2-A3.01
2 EAST ELEVATION - PHASE 2
EXTERIOR KEYNOTES - PHAS...
1 FLUSH METAL PANEL
2 NEW HM DOOR OPENING AT EXISTING WINDOW
3 ALUMINUM STOREFRONT SYSTEM
4 OPAQUE WINDOW FILM BELOW FIRST MULLION
SCALE: 1/8" = 1'-0"P2-A3.01
3 COURTYARD SOUTH - PHASE 2
987654321.1
ROOF
20' - 0"
ROOF BEARING
9' - 6"
1.0
P2-A4.01
NORTH BUILDING
1' - 0"
LJHGFED
ROOF
20' - 0"
ROOF BEARING
9' - 6"
KCA B
SOUTH BUILDING
0' - 0"
P2-A4.01
A. SEE SHEET G0.00 FOR ARCHITECTURAL ABBREVIATIONS AND
SYMBOLS
B. SEE SHEET P2-G0.02 FOR WALL TYPES
C. SEE SHEET P2-A8.01 FOR DOOR SCHEDULE
D. PLAN DIMENSIONS ARE MEASURED FROM THE OUTSIDE FACE
OF STUDS / FACE OF CONCRETE ON EXTERIOR WALLS TO THE
CENTER LINES OF INTERIOR WALLS AND OPENINGS U.N.O.
E. SEE CASEWORK SCHEDULE FOR TYPES AND SIZES
F. ALL INTERIOR WALLS ARE TYPE W4 U.N.O.
G. SEE EXTERIOR ELEVATIONS FOR LOCATIONS OF OPAQUE
WINDOW FILM AT EXTERIOR STOREFRONT.
GENERAL NOTES
NORTH BUILDING
1' - 0"
9 8 7 6 5 4 3 2 1.1
ROOF
20' - 0"
ROOF BEARING
9' - 6"
1.0
P2-A4.01
FIBER CEMENT PANEL
EXTERIOR MATERIAL LEGEND
EXISTING PRECAST PANEL
CMU
STANDING SEAM METAL ROOF
s w S im p so n
A v e
Su it e
B e n d
O re g o n t
.3
.5 f
.3
.8
C O
P Y
R
IG
H T
B
B T
A R
C H
IT
EC
TS
Date
Project Number
PHASE 2
/1
/2
:3 :1
P
M
P2-A3.02
ELEVATIONS
Hermiston School District Highland Hills Elementary School
450 SE 10TH STREET
HERMISTON, OR 97838
06/02/2025
2007.4
RECORD DRAWINGS
SCALE: 1/8" = 1'-0"P2-A3.02
1 NORTH ELEVATION - PHASE 2
SCALE: 1/8" = 1'-0"P2-A3.02
2 WEST ELEVATION - PHASE 2
EXTERIOR KEYNOTES - PHAS...
1 FLUSH METAL PANEL
2 NEW HM DOOR OPENING AT EXISTING WINDOW
3 ALUMINUM STOREFRONT SYSTEM
4 OPAQUE WINDOW FILM BELOW FIRST MULLION
SCALE: 1/8" = 1'-0"P2-A3.02
3 COURTYARD NORTH - PHASE 2
L J H G F E D
ROOF BEARING
9' - 6"
K C AB
LIBRARY
VESTIBULE
RECEPTION
DEAN
PRINCIPAL
OFFICE
LIBRARY
OFFICE
8' - 0" 64' - 0" 8' - 0" 40' - 0" 8' - 0" 64' - 0" 8' - 0"
SOUTH BUILDING
0' - 0"
P2-A4.01
/2
P2-A4.01
J H
SOUTH BUILDING
0' - 0"
VIF
2"
EXISTING FRAMING AND
METAL PANEL
CMU WALL BEYOND
2"
V
IF
/2
/2
P2-A8.10
P2-A8.10
VENTED METAL SOFFIT
PANELS
METAL SOFFIT FRAMING
ATTACHED TO EXISTING
SOFFIT FRAMING AND
PRECAST CONCRETE WALL
PRECAST CONCRETE CAP
ALUMINUM STOREFRONT SYSTEM
CANOPY
EXISTING METAL ROOFING
P2-A4.01
8 5/8"
1/2"
7 5/8"
1/2"
EQ 4" EQ
CMU WALL BELOW
ARCHITECTURAL
PRECAST CONCRETE
NORTH BUILDING
1' - 0"
21.11.0
P2-A4.01
SOUTH BUILDING
0' - 0"
32' - 0"
STANDING SEAM METAL ROOF
ON METAL ROOF DECKING
HSS FRAMING
HSS COLUMN
CMU WALL
CUSTOM PRECAST
CONCRETE CAP
5' - 0" 11' - 0" 8' - 4" 1' - 0" 6' - 8"
FLUSH METAL SOFFIT PANEL
P1-A8.10
P1-A8.10
SEE CIVIL
1/2" / 1'-0"
/2
P2-A4.01 s w S im p so n
A v e
Su it e
B e n d
O re g o n t
.3
.5 f
.3
.8
C O
P Y
R
IG
H T
B
B T
A R
C H
IT
EC
TS
Date
Project Number
PHASE 2
/1
/2
:3 :1
P
M
P2-A4.01
SECTIONS
Hermiston School District Highland Hills Elementary School
450 SE 10TH STREET
HERMISTON, OR 97838
06/02/2025
2007.4
RECORD DRAWINGS
SCALE: 1/8" = 1'-0"P2-A4.01
2 NS - OVERALL BUILDING SECTION
SCALE: 1/2" = 1'-0"P2-A4.01
4 VESTIBULE SECTION 1 - N/S
SCALE: 3" = 1'-0"P2-A4.01
5 PRECAST CONCRETE PROFILE
SCALE: 1/4" = 1'-0"P2-A4.01
1 SECTION - CANOPY - PHASE 2
M
IN
39"-41"
FACE OF
WALL FINISH
3' - 0" MIN
MIN
1' - 0"
16"-18"
FACE OF
WALL FINISH
MAX
1' - 0"
3' - 6" MIN
54" MIN
FLUSH HANDLE
36" MAX -
MOUNTED ON
OPEN SIDE OF
WATER CLOSET
AREA
TOP OF
FLOOR
FINISH
LAVATORY/ MIRROR
CLEARANCE
6" MAX TOE
DEPTH
17" - 25"CLEARANCE
8" MIN KNEE
M
A X
M
IN
M
IN
SU
R
FA
C
E
M
IN
URINAL
TO
P
O F
R
IM
M A
X
A D
A
P R
O V
ID
E
M
IN
O F
(1
W H
EN
U
R
IN
LS
P
O
V
ID
ED
M
A X
A T
A D
A
FL
U
SH
H A
N D
LE
0"
M A
X
TO
EF
LE
C
TI
V E
M
A X
M
A X
SEAT COVER
DISPENSER
M
A X
M
A X
TOILET PAPER &
SANITARY NAPKIN
DISPOSAL
(PROTRUDING
BELOW GRAB BAR)
SOAP
DISPENSER
PAPER TOWEL
DISPENSER
ELECTRONIC
HAND DRYER
SANITARY NAPKIN
DISPENSERS
DISTANCE TO
HIGHEST OPERABLE
PARTS
DIAPER CHANGING
STATION
DRINKING
FOUNTAIN
36"X36" SHOWER STALL
CONTROL WALL BACK WALL
1' - 6"
M
A X
M
A X
TOP OF
GRAB BAR
CONTROL
AREA
M
A X
ADA STANDARDS: GENERAL REQUIREMENTS FOR RESTROOM FIXTURES AND ACCESSORIES
24" MIN
42" MAX
M
IN
/2
WITHIN THE
HATCHED AREA
M
IN
M
X
C H
A N
G
ES
W
IT
H
R
EA
C
D
EP
TH
M
A X
15" MAXMAX REACH DEPTH
MAX REACH HEIGHT
1/2"
48"
2"
46"
5"
42"
6"
40"
9"
36"
11"
34"
M
IN
PAPER TOWEL DISPENSER & DRYERS
FACE OF
WALL FINISH
ADA & AMBULATORY WATER
CLOSET & GRAB BARS
ELECTRONIC
HAND DRYER
SANITARY NAPKIN
DISPENSERS
DISTANCE TO
HIGHEST OPERABLE
PARTS
HOOKS &
SHELVES
36"X36" SHOWER STALL
CONTROL WALL BACK WALL
CONTROL
AREA
WITHIN THE
HATCHED AREA
MAX REACH DEPTH
MAX REACH HEIGHT
1/2"
48"
2"
46"
5"
42"
6"
40"
9"
36"
11"
34"
PAPER TOWEL DISPENSER & DRYERS
FIRE EXTINGUISHER
M
IN
M
A X
M
A X
M A
X
URINAL
PARTITION
M
IN
M A
X
TOILET
PARTITION
M
IN
M
A X
M
IN
A. SEE SHEET G0.00 FOR ARCHITECTURAL ABBREVIATIONS AND
SYMBOLS
B. SEE SHEET P2-G0.02 FOR WALL TYPES
C. SEE SHEET P2-A8.01 FOR DOOR SCHEDULE
D. PLAN DIMENSIONS ARE MEASURED FROM THE OUTSIDE FACE
OF STUDS / FACE OF CONCRETE ON EXTERIOR WALLS TO THE
CENTER LINES OF INTERIOR WALLS AND OPENINGS U.N.O.
E. SEE CASEWORK SCHEDULE FOR TYPES AND SIZES
F. ALL INTERIOR WALLS ARE TYPE W4 U.N.O.
G. SEE EXTERIOR ELEVATIONS FOR LOCATIONS OF OPAQUE
WINDOW FILM AT EXTERIOR STOREFRONT.
GENERAL NOTES
VESTIBULE
RECEPTION
P2-A5.01
3C
P2-A5.013G
3F
3B
3A
3D
3E
P2-A5.01 4B
4A
4D
4C
P2-A5.01 6B
6A
6D
6C
P2-A5.02
P2-A5.01 5B
5C
5D
5A
P2-A5.02
1A
P2-A5.01
2A
2B
2C
2D
SF5 SF1
SF4
SF7
SF2
P2-A9.10
A
LI
G N
B
EN
C H
7B
7C
COUNSELOR
7D
P2-A9.03
NURSE
DEAN
PRINCIPAL
OFFICE
CONFERENCE
ROOM
OFFICE
HALL
HALL
HALL
7A
P2-A5.02
2C
2B
2A
2D
P2-A5.02 3B
3A
3D
3C
P2-A5.02
4C
4A
4B4D
P2-A5.02 6B
6A
6D
6C
P2-A8.10
APR #
- 13
APR #
- 21
BC09
P2-A9.10
30B
UC01C UC01C UC01E
BC01B BC01B BC01B
P2-A9.02
P2-A9.02
66 6
P2-A9.03
BC02B BC01A
UC01A UC01A UC01F
TYP
2' - 6"
P2-A9.10 ________________15
P2-A9.10
BC08 BC08BC09
B
A
DF
E
I
K
P2-A9.03
TYP
J
G
H C
E A B
D
K
F
TY
P
U .N
.O
APR #
- 21
I 40
GI
H
J
P2-A9.02
TYP
FILLER PANELS TO
MATCH CASEWORK
GWB SOFFIT ABOVE
C
J
EDGE OF WING WALL
30A
RECEPTIONVESTIBULE
2' - 6"
/4
5 30B
TOILET ACCESSORY SCHEDULE
NOTE: CRITICAL DIMENSIONS AND MOUNTING REQUIREMENTS
ARE TO COMPLY WITH UNIFORM FEDERAL ACCESSIBILITY
STANDARDS AND/OR ANSI A117.1
BC06 BC01C BC07
UC01EUC01FUC01E
39 40 s w S im p so n
A v e
Su it e
B e n d
O re g o n t
.3
.5 f
.3
.8
C O
P Y
R
IG
H T
B
B T
A R
C H
IT
EC
TS
Date
Project Number
PHASE 2
/1
/2
:3 :1
P
M
P2-A5.01
ENLARGED PLANS
AND ELEVATIONS
Hermiston School District Highland Hills Elementary School
450 SE 10TH STREET
HERMISTON, OR 97838
06/02/2025
2007.4
RECORD DRAWINGS
INTERIOR KEYNOTES
1 EXISTING FIRE CONTROL PANEL TO REMAIN
2 SCREEN
3 FUR OUT OUTLETS AS REQUIRED TO MEET ACCESSIBILITY CODES
4 PROMETHEAN BOARD - SEE ELECTRICAL FOR SIZES
5 SLIDING TRANSACTION WINDOW
6 OFOI CUMULATIVE FILE STORAGE
7 EPOXY PAINT
8 COPIER OFOI
9 REFRIGERATOR
10 RANGE HOOD
11 VENDING MACHINE, OFOI
12 UNDERCOUNTER REF
13 RANGE
14 DISHWASHER
15 FILLER PANELS AS REQUIRED TO FILL IN CORNERS
16 OUTLINE OF DESK
SCALE: 1/4" = 1'-0"P2-A5.01
1 RECEPTION
SCALE: 1/4" = 1'-0"P2-A5.01
3A RECEPTION
SCALE: 1/4" = 1'-0"P2-A5.01
3B RECEPTION
SCALE: 1/4" = 1'-0"P2-A5.01
3C RECEPTION SCALE: 1/4" = 1'-0"P2-A5.01
3D RECEPTION
SCALE: 1/4" = 1'-0"P2-A5.01
3E RECEPTION
SCALE: 1/4" = 1'-0"P2-A5.01
3G RECEPTION DESK
SCALE: 1/4" = 1'-0"P2-A5.01
3F RECEPTION DESK
SCALE: 1/4" = 1'-0"P2-A5.01
4A STAFF RR
SCALE: 1/4" = 1'-0"P2-A5.01
4B STAFF RR
SCALE: 1/4" = 1'-0"P2-A5.01
4C STAFF RR
SCALE: 1/4" = 1'-0"P2-A5.01
4D STAFF RR
SCALE: 1/4" = 1'-0"P2-A5.01
6A NURSE RR
SCALE: 1/4" = 1'-0"P2-A5.01
6B NURSE RR
SCALE: 1/4" = 1'-0"P2-A5.01
6C NURSE RR
SCALE: 1/4" = 1'-0"P2-A5.01
6D NURSE RR
SCALE: 1/4" = 1'-0"P2-A5.01
2B VESTIBULE
SCALE: 1/4" = 1'-0"P2-A5.01
2A VESTIBULE
SCALE: 1/4" = 1'-0"P2-A5.01
2C VESTIBULE
SCALE: 1/4" = 1'-0"P2-A5.01
2D VESTIBULE
TYPE DESCRIPTION COMMENTS
A GRAB BAR - 18" CFCI
B GRAB BAR - 42" CFCI
C GRAB BAR - 36" CFCI
D SURFACE-MOUNTED MULTI-ROLL TOILET TISSUE DISPENSER OFCI
E SURFACE-MOUNTED SEAT COVER DISPENSER OFCI
F SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL CFCI
G SURFACE-MOUNTED SOAP DISPENSER OFCI
H GLASS MIRROR WITH STAINLESS STEEL ANGLE FRAME -
24"x36"
CFCI
I SURFACE-MOUNTED ROLL PAPER TOWEL DISPENSER OFCI
J BABY CHANGING STATION CFCI
K SURFACE-MOUNTED SANITARY NAPKIN DISPENSER CFCI
SCALE: 1/4" = 1'-0"P2-A5.01
5A NURSE
SCALE: 1/4" = 1'-0"P2-A5.01
5B NURSE
SCALE: 1/4" = 1'-0"P2-A5.01
5C NURSE
SCALE: 1/4" = 1'-0"P2-A5.01
5D NURSE
MB01B MB01A MB01B
BC02C BC03B BC03B BC02C
MB
72" x 48"
A. SEE SHEET G0.00 FOR ARCHITECTURAL ABBREVIATIONS AND
SYMBOLS
B. SEE SHEET P2-G0.02 FOR WALL TYPES
C. SEE SHEET P2-A8.01 FOR DOOR SCHEDULE
D. PLAN DIMENSIONS ARE MEASURED FROM THE OUTSIDE FACE
OF STUDS / FACE OF CONCRETE ON EXTERIOR WALLS TO THE
CENTER LINES OF INTERIOR WALLS AND OPENINGS U.N.O.
E. SEE CASEWORK SCHEDULE FOR TYPES AND SIZES
F. ALL INTERIOR WALLS ARE TYPE W4 U.N.O.
G. SEE EXTERIOR ELEVATIONS FOR LOCATIONS OF OPAQUE
WINDOW FILM AT EXTERIOR STOREFRONT.
GENERAL NOTES
TOILET ACCESSORY SCHEDULE
NOTE: CRITICAL DIMENSIONS AND MOUNTING REQUIREMENTS
ARE TO COMPLY WITH UNIFORM FEDERAL ACCESSIBILITY
STANDARDS AND/OR ANSI A117.1
MB
72" x 48"
TWS-1
72" x 48"
2 TWS-1
48" x 48"
TWS-1
48" x 48"
TWS-1
48" x 48"
P2-A9.02
P2-A9.02
MB
TS
8'-0" x 4'-0" s w S im p so n
A v e
Su it e
B e n d
O re g o n t
.3
.5 f
.3
.8
C O
P Y
R
IG
H T
B
B T
A R
C H
IT
EC
TS
Date
Project Number
PHASE 1
/1
/2
:3 :1
P
M
P2-A5.02
ENLARGED PLANS
AND INTERIOR
ELEVATIONS
Hermiston School District Highland Hills Elementary School
450 SE 10TH STREET
HERMISTON, OR 97838
06/02/2025
2007.4
RECORD DRAWINGS
SCALE: 1/4" = 1'-0"P2-A5.02
1A HALL
SCALE: 1/4" = 1'-0"P2-A5.02
2A DEAN
SCALE: 1/4" = 1'-0"P2-A5.02
2B DEAN
SCALE: 1/4" = 1'-0"P2-A5.02
2C DEAN
SCALE: 1/4" = 1'-0"P2-A5.02
2D DEAN
INTERIOR KEYNOTES
1 EXISTING FIRE CONTROL PANEL TO REMAIN
2 SCREEN
3 FUR OUT OUTLETS AS REQUIRED TO MEET ACCESSIBILITY CODES
4 PROMETHEAN BOARD - SEE ELECTRICAL FOR SIZES
5 SLIDING TRANSACTION WINDOW
6 OFOI CUMULATIVE FILE STORAGE
7 EPOXY PAINT
8 COPIER OFOI
9 REFRIGERATOR
10 RANGE HOOD
11 VENDING MACHINE, OFOI
12 UNDERCOUNTER REF
13 RANGE
14 DISHWASHER
15 FILLER PANELS AS REQUIRED TO FILL IN CORNERS
16 OUTLINE OF DESK
TYPE DESCRIPTION COMMENTS
A GRAB BAR - 18" CFCI
B GRAB BAR - 42" CFCI
C GRAB BAR - 36" CFCI
D SURFACE-MOUNTED MULTI-ROLL TOILET TISSUE DISPENSER OFCI
E SURFACE-MOUNTED SEAT COVER DISPENSER OFCI
F SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL CFCI
G SURFACE-MOUNTED SOAP DISPENSER OFCI
H GLASS MIRROR WITH STAINLESS STEEL ANGLE FRAME -
24"x36"
CFCI
I SURFACE-MOUNTED ROLL PAPER TOWEL DISPENSER OFCI
J BABY CHANGING STATION CFCI
K SURFACE-MOUNTED SANITARY NAPKIN DISPENSER CFCI
SCALE: 1/4" = 1'-0"P2-A5.02
3A PRINCIPAL
SCALE: 1/4" = 1'-0"P2-A5.02
3B PRINCIPAL
SCALE: 1/4" = 1'-0"P2-A5.02
3C PRINCIPAL
SCALE: 1/4" = 1'-0"P2-A5.02
3D PRINCIPAL
SCALE: 1/4" = 1'-0"P2-A5.02
4A CONFERENCE
SCALE: 1/4" = 1'-0"P2-A5.02
4B CONFERENCE
SCALE: 1/4" = 1'-0"P2-A5.02
4C CONFERENCE
SCALE: 1/4" = 1'-0"P2-A5.02
4D CONFERENCE
SCALE: 1/4" = 1'-0"P2-A5.02
6A OFFICE
SCALE: 1/4" = 1'-0"P2-A5.02
6B OFFICE
SCALE: 1/4" = 1'-0"P2-A5.02
6C OFFICE
SCALE: 1/4" = 1'-0"P2-A5.02
6D OFFICE
SCALE: 1/4" = 1'-0"P2-A5.02
7A COUNSELOR
SCALE: 1/4" = 1'-0"P2-A5.02
7B COUNSELOR
SCALE: 1/4" = 1'-0"P2-A5.02
7C COUNSELOR
SCALE: 1/4" = 1'-0"P2-A5.02
7D COUNSELOR
APR #
- 13
APR #
- 13 APR #
- 13
APR #
- 13APR #
- 13
P2-A5.03
2A
2B
2C
2D
P2-A5.03
2E
P2-A5.03
2F
WORK
ROOM
4' - 1"
UC01E UC01D UC02A UC01D UC01D UC01D
BC02CBC01CBC03ABC04BBC04B
TWS-1
3 3
48" x 48"
BC01B BC04C BC01B BC03A BC01D
UC01FUC02BUC01CUC01CUC01CUC01CUC01CUC01C
BC04C
33 3
UC01E UC01D UC01D UC01D UC01E
BC01B BC04B BC04B BC04B BC01B
3 3
BC03C BC01E BC01E BC03C BC03C BC01E BC01E BC03C
A. SEE SHEET G0.00 FOR ARCHITECTURAL ABBREVIATIONS AND
SYMBOLS
B. SEE SHEET P2-G0.02 FOR WALL TYPES
C. SEE SHEET P2-A8.01 FOR DOOR SCHEDULE
D. PLAN DIMENSIONS ARE MEASURED FROM THE OUTSIDE FACE
OF STUDS / FACE OF CONCRETE ON EXTERIOR WALLS TO THE
CENTER LINES OF INTERIOR WALLS AND OPENINGS U.N.O.
E. SEE CASEWORK SCHEDULE FOR TYPES AND SIZES
F. ALL INTERIOR WALLS ARE TYPE W4 U.N.O.
G. SEE EXTERIOR ELEVATIONS FOR LOCATIONS OF OPAQUE
WINDOW FILM AT EXTERIOR STOREFRONT.
GENERAL NOTES
P2-A4.01
P2-A5.03
4C
4B
4A
4D
LIBRARY
OFFICE
LIBRARY
P2-A5.03
3A
P2-A5.03
3C
3D 3B
4' - 6"
P2-A9.03
13' - 0"
P2-A9.10 ________________15
P2-A9.10
EQ EQBC08
P2-A9.10
P2-A9.10
EQEQ
BC08
P2-A9.10
UC01C UC01C
BC01B BC01B TC02A TC02B
TC02C TC02C
P2-A5.03
5A
LIBRARY RR
5B
5C
5D
P2-A9.03
TYP
H
G
C
E
FD
B A
P2-A9.03
TOILET ACCESSORY SCHEDULE
NOTE: CRITICAL DIMENSIONS AND MOUNTING REQUIREMENTS
ARE TO COMPLY WITH UNIFORM FEDERAL ACCESSIBILITY
STANDARDS AND/OR ANSI A117.1
H
E GC
TYP
P2-A9.02
D
B
A
P2-A9.03 ________________P2-A5.03
1C
SPED RR
1B
1A
1D s w S im p so n
A v e
Su it e
B e n d
O re g o n t
.3
.5 f
.3
.8
C O
P Y
R
IG
H T
B
B T
A R
C H
IT
EC
TS
Date
Project Number
PHASE 2
/1
/2
:3 :2
P
M
P2-A5.03
ENLARGED PLANS
AND ELEVATIONS
Hermiston School District Highland Hills Elementary School
450 SE 10TH STREET
HERMISTON, OR 97838
06/02/2025
2007.4
RECORD DRAWINGS
SCALE: 1/4" = 1'-0"P2-A5.03
2 WORKROOM
SCALE: 1/4" = 1'-0"P2-A5.03
2A WORKROOM
SCALE: 1/4" = 1'-0"P2-A5.03
2B WORKROOM
SCALE: 1/4" = 1'-0"P2-A5.03
2C WORKROOM
SCALE: 1/4" = 1'-0"P2-A5.03
2D WORKROOM
SCALE: 1/4" = 1'-0"P2-A5.03
2E WORKROOM
SCALE: 1/4" = 1'-0"P2-A5.03
2F WORKROOM
INTERIOR KEYNOTES
1 EXISTING FIRE CONTROL PANEL TO REMAIN
2 SCREEN
3 FUR OUT OUTLETS AS REQUIRED TO MEET ACCESSIBILITY CODES
4 PROMETHEAN BOARD - SEE ELECTRICAL FOR SIZES
5 SLIDING TRANSACTION WINDOW
6 OFOI CUMULATIVE FILE STORAGE
7 EPOXY PAINT
8 COPIER OFOI
9 REFRIGERATOR
10 RANGE HOOD
11 VENDING MACHINE, OFOI
12 UNDERCOUNTER REF
13 RANGE
14 DISHWASHER
15 FILLER PANELS AS REQUIRED TO FILL IN CORNERS
16 OUTLINE OF DESK
SCALE: 1/4" = 1'-0"P2-A5.03
3 LIBRARY OFFICE
SCALE: 1/4" = 1'-0"P2-A5.03
3A LIBRARY DESK
SCALE: 1/4" = 1'-0"P2-A5.03
3B LIBRARY DESK
SCALE: 1/4" = 1'-0"P2-A5.03
3C LIBRARY DESK
SCALE: 1/4" = 1'-0"P2-A5.03
3D LIBRARY DESK
SCALE: 1/4" = 1'-0"P2-A5.03
4A LIBRARY OFFICE
SCALE: 1/4" = 1'-0"P2-A5.03
4B LIBRARY OFFICE
SCALE: 1/4" = 1'-0"P2-A5.03
4C LIBRARY OFFICE
SCALE: 1/4" = 1'-0"P2-A5.03
4D LIBRARY OFFICE
SCALE: 1/4" = 1'-0"P2-A5.03
5 LIBRARY RESTROOM
SCALE: 1/4" = 1'-0"P2-A5.03
5A LIBRARY RR
SCALE: 1/4" = 1'-0"P2-A5.03
5B LIBRARY RR
SCALE: 1/4" = 1'-0"P2-A5.03
5C LIBRARY RR
SCALE: 1/4" = 1'-0"P2-A5.03
5D LIBRARY RR
TYPE DESCRIPTION COMMENTS
A GRAB BAR - 18" CFCI
B GRAB BAR - 42" CFCI
C GRAB BAR - 36" CFCI
D SURFACE-MOUNTED MULTI-ROLL TOILET TISSUE DISPENSER OFCI
E SURFACE-MOUNTED SEAT COVER DISPENSER OFCI
F SURFACE-MOUNTED SANITARY NAPKIN DISPOSAL CFCI
G SURFACE-MOUNTED SOAP DISPENSER OFCI
H GLASS MIRROR WITH STAINLESS STEEL ANGLE FRAME -
24"x36"
CFCI
I SURFACE-MOUNTED ROLL PAPER TOWEL DISPENSER OFCI
J BABY CHANGING STATION CFCI
K SURFACE-MOUNTED SANITARY NAPKIN DISPENSER CFCI
SCALE: 1/4" = 1'-0"P2-A5.03
1A SPED RR
SCALE: 1/4" = 1'-0"P2-A5.03
1B SPED RR
SCALE: 1/4" = 1'-0"P2-A5.03
1C SPED RR
SCALE: 1/4" = 1'-0"P2-A5.03
1D SPED RR
SCALE: 1/4" = 1'-0"P2-A5.03
1 SPED RR
A. SEE SHEET G0.00 FOR ARCHITECTURAL ABBREVIATIONS AND
SYMBOLS
B. SEE SHEET P2-G0.02 FOR WALL TYPES
C. SEE SHEET P2-A8.01 FOR DOOR SCHEDULE
D. PLAN DIMENSIONS ARE MEASURED FROM THE OUTSIDE FACE
OF STUDS / FACE OF CONCRETE ON EXTERIOR WALLS TO THE
CENTER LINES OF INTERIOR WALLS AND OPENINGS U.N.O.
E. SEE CASEWORK SCHEDULE FOR TYPES AND SIZES
F. ALL INTERIOR WALLS ARE TYPE W4 U.N.O.
G. SEE EXTERIOR ELEVATIONS FOR LOCATIONS OF OPAQUE
WINDOW FILM AT EXTERIOR STOREFRONT.
GENERAL NOTES
MB MB
TWS-1
TWS-1TWS-1TWS-1TWS-1TWS-1
TWS-1
4"
EQ EQ
8'-0" x 4'-0" 8'-0" x 4'-0"
4'-0" x 5'-8"
4'-0" x 3'-2" 8'-0" x 3'-2" 6'-0" x 3'-2" 8'-0" x 3'-2" 4'-0" x 3'-2"
4'-0" x 5'-8"
TC03 TC03 TC03
TC01
SF9
BC02A BC02C BC01DBC05 BC01D
UC01EUC01EUC01EUC01E
BC02B
UC03
3 3
E44B 44A
TWS-1 TWS-1
48" x 48" 48" x 48"
TC05
BC01ABC01B BC05BC01ABC04A
UC01A UC01B UC01A UC01C UC01D UC01A
10 3311
13 14
TWS-1 TWS-1
E11B
48" x 48" 48" x 48"
TC01
TWS-1 TWS-1
48" x 48" 48" x 48"
E50B 51
52 53
56 57B
MECHANICAL
PLATFORM ABOVE
APR #
- 18
UC02B UC02B UC02B UC02B
EQ EQ
BC04D BC04D BC04D BC04D
s w S im p so n
A v e
Su it e
B e n d
O re g o n t
.3
.5 f
.3
.8
C O
P Y
R
IG
H T
B
B T
A R
C H
IT
EC
TS
Date
Project Number
PHASE 2
/1
/2
:3 :2
P
M
P2-A5.10
INTERIOR ELEVATIONS
Hermiston School District Highland Hills Elementary School
450 SE 10TH STREET
HERMISTON, OR 97838
06/02/2025
2007.4
RECORD DRAWINGS
INTERIOR KEYNOTES
1 EXISTING FIRE CONTROL PANEL TO REMAIN
2 SCREEN
3 FUR OUT OUTLETS AS REQUIRED TO MEET ACCESSIBILITY CODES
4 PROMETHEAN BOARD - SEE ELECTRICAL FOR SIZES
5 SLIDING TRANSACTION WINDOW
6 OFOI CUMULATIVE FILE STORAGE
7 EPOXY PAINT
8 COPIER OFOI
9 REFRIGERATOR
10 RANGE HOOD
11 VENDING MACHINE, OFOI
12 UNDERCOUNTER REF
13 RANGE
14 DISHWASHER
15 FILLER PANELS AS REQUIRED TO FILL IN CORNERS
16 OUTLINE OF DESK
SCALE: 1/4" = 1'-0"P2-A5.10
1A SPED CLASSROOM
SCALE: 1/4" = 1'-0"P2-A5.10
1B SPED CLASSROOM
SCALE: 1/4" = 1'-0"P2-A5.10
1C SPED CLASSROOM
SCALE: 1/4" = 1'-0"P2-A5.10
1D SPED CLASSROOM
SCALE: 1/4" = 1'-0"P2-A5.10
2A STAFF
SCALE: 1/4" = 1'-0"P2-A5.10
2B STAFF
SCALE: 1/4" = 1'-0"P2-A5.10
2C STAFF
SCALE: 1/4" = 1'-0"P2-A5.10
2D STAFF
SCALE: 1/4" = 1'-0"P2-A5.10
1E SPED CLASSROOM
SCALE: 1/4" = 1'-0"P2-A5.10
3A LIBRARY
SCALE: 1/4" = 1'-0"P2-A5.10
3B LIBRARY
SCALE: 1/4" = 1'-0"P2-A5.10
3C LIBRARY
SCALE: 1/4" = 1'-0"P2-A5.10
3D LIBRARY
SCALE: 1/4" = 1'-0"P2-A5.10
4B MECHANICAL
A. SEE SHEET G0.01 FOR ARCHITECTURAL ABBREVIATIONS AND
SYMBOLS
B. SEE SHEET G0.04 FOR WALL TYPES
C. SEE SHEET A8.01 FOR DOOR SCHEDULE
D. PLAN DIMENSIONS ARE MEASURED FROM THE OUTSIDE FACE
OF STUDS / FACE OF CONCRETE ON EXTERIOR WALLS TO THE
CENTER LINES OF INTERIOR WALLS AND OPENINGS U.N.O.
E. GRID LINES ALIGN WITH FACE OF STUD U.N.O.
F. ALL EXTERIOR WALLS ARE TYPE xx U.N.O.
G. ALL INTERIOR WALLS ARE TYPE xx U.N.O.
GENERAL NOTES
LL
JJ
H
H
GG
FF
EE
DD
1.1
1.1
1.0
1.0
KK
CC
AA
BB
10' - 0"
10' - 0"
8' - 6"
10' - 0"
10' - 0" 9' - 6"
9' - 6"
9' - 6"
10' - 0"
9' - 6" 9' - 6"
9' - 0"
9' - 6"
9' - 6"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
9' - 6"
9' - 1"
9' - 0"
9' - 0"
P2-A4.01
EQ
EQ
EQ
EQ
ALIGN
EQ EQ
A
LI
G N
P2-A4.01
8' - 0"
9' - 0" 3 P2-A9.02
TYP
8' - 0"
9' - 1"
LIBRARY
MECH/
CUSTODIAL
LIBRARY
OFFICE
LIBRARY RR
BREAKOUT
SERVER
SPEECH
STAFF
DEAN
RECEPTION
VESTIBULE
PRINCIPAL
OFFICE
CONFERENCE
ROOM
SPED
WORK
ROOM
COUNSELOR
OFFICE
MECHANICAL
NURSE
NURSE RR
STAFF RR
BREAKOUT
SPED RR
HALL
HALL
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
P2-A9.02
P2-A9.02
4 4 4 4
9' - 1"
9' - 0"
2"
APR #
- 13
APR #
- 21
CEILING LEGEND
ACT-1
GYP-1
MP-2
s w S im p so n
A v e
Su it e
B e n d
O re g o n t
.3
.5 f
.3
.8
C O
P Y
R
IG
H T
B
B T
A R
C H
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EC
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Date
Project Number
PHASE 2
/1
/2
:3 :2
P
M
P2-A6.01
REFLECTED CEILING
PLAN
Hermiston School District Highland Hills Elementary School
450 SE 10TH STREET
HERMISTON, OR 97838
06/02/2025
2007.4
RECORD DRAWINGS
REFLECTED CEILING KEYNOTES
1 FLUSH METAL SOFFIT PANEL ON FURRING CHANNELS
2 GWB SOFFIT OVER ALL UPPER CABINETS; TYP
3 GWB SOFFIT. SEE INTERIOR DETAILS
4 REMOVE EXISTING CEILING, RETURN AND SUPPLY
REGISTERS. ABANDON EXISTING DUCTWORK ABOVE
CEILING. TO REMAIN, REPLACE REGISTERS WITH SALVAGED
ACT TILES FROM DEMOLISHED ADMIN.
5 EXISTING SOFFIT / CANOPY TO REMAIN
SCALE: 1/8" = 1'-0"P2-A6.01
1 RCP LEVEL 1
GENERAL NOTES ABBREVIATIONS REMARKS
1. SEE A8.01 FOR DOOR FRAME AND TYPES
2. DOORS BEGINNING WITH "E" ARE EXISTING
TO REMAIN WITH NO ALTERATIONS.
3. CONTRACTOR TO VERIFY HM THROAT SIZE
BASED ON WALL ASSEMBLY.
4. SEE A9.03 FOR TYPICAL U.N.O. HM DOOR
HEAD AND JAMB DETAILS.
AL
FF
PT
WD
HM
L I T F
- ALUMINUM
- FACTORY FINISH
- PAINT
- WOOD
- HOLLOW METAL
- LAMINATED GLAZING
- INSULATED GLAZING
- TEMPERED GLAZING
- FIRE RATED GLAZING
1.
2.
F HL V FG
5"
5"7"
5"5"5"
T T T
T
1 32 4
SE
E
S C
H
ED
U
LE
2" SEE SCHEDULE 2"
2"
SCHEDULE
SEE 1' - 6" 2"
SE
E
SC
H
ED
U
LE
"2
"2
SE
E
SC
H
ED
U
LE
2"
SCHEDULE
SEE
2"
1' - 6" 2"
SE
E
SC
H
ED
U
LE
2"
SCHEDULE
SEE 2"
SE
E
SC
H
ED
U
LE
2"
SCHEDULE
SEE 2"
T
T
T
T
T T
A
/2
/2
EQ EQ
SCHEDULE
SEE DOOR
6' - 11"
V
IF
TT
T T
/2
/2
2' - 6" 3' - 0" 2' - 6"
VIF
8' - 0"
V
IF
" T
T
T
T
V
IF
" T
T
T
T
0B
2' - 10"2' - 6"
SLIDING TRANSACTION
WINDOW
TTT
/2
/2
VIF
6' - 6"
EQ EQ
V
IF
/2
/2
VIF
3' - 4"
V
IF
/2
/2
VIF
3' - 4"
V
IF
/2
/2
V
IF
EQ EQ
VIF
6' - 3 1/8" s w S im p so n
A v e
Su it e
B e n d
O re g o n t
.3
.5 f
.3
.8
C O
P Y
R
IG
H T
B
B T
A R
C H
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EC
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Date
Project Number
PHASE 2
/1
/2
:3 :2
P
M
P2-A8.01
SCHEDULES
Hermiston School District Highland Hills Elementary School
450 SE 10TH STREET
HERMISTON, OR 97838
06/02/2025
2007.4
RECORD DRAWINGS
DOOR SCHEDULE - PHASE 2
MARK WIDTH HEIGHT
PANEL
DOOR GLAZING
FRAME HARDWARE
GROUP FIRE RATING COMMENTSTYPE MATERIAL FINISH TYPE MATERIAL FINISH
9 3' - 0" 7' - 0" HL WD FF 1 HM PT 01
10 3' - 0" 7' - 0" F WD FF 1 HM PT 02
30A 3' - 0" 7' - 8 5/8" FG AL FF T SF AL FF 03 ALUMINUM STOREFRONT DOOR
30B 3' - 0" 7' - 8 5/8" FG AL FF T SF AL FF 04 ALUMINUM STOREFRONT DOOR
31 3' - 0" 7' - 8 5/8" FG AL FF T SF AL FF 05 ALUMINUM STOREFRONT DOOR
32 3' - 0" 7' - 0" V HM FF 1 HM PT 06
34 3' - 0" 7' - 0" HL WD FF 1 HM PT 07
35 3' - 0" 7' - 0" HL WD FF 1 HM PT 07
36 3' -…
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