PHS Column Repair

PHS Column Repair

Parkrose High School Exterior Column Recladding

OWNER
PARKROSE SCHOOL DISTRICT
www.parkrose.k12.or.us
10636 NE Prescott Street
Portland, OR 97220
(503) 408-2131
Robyn Stolin, Supervisor
ARCHITECT
SODERSTROM ARCHITECTS, LTD.
www.sdra.com
1331 NW Lovejoy St, Suite 775
Portland, OR 97209
(503) 228-5617
Marlene Gillis, Principal
PROJECT SITE
1. THE CONSTRUCTION CONTRACT IS FOR THE CONSTRUCTIO N OF A COMPLETE AND
FULLY FUNCTIONING INSTALLATION. THESE DOCUMENTS DESCRIBE THE DESIGN
INTENT AND SPECIFIC REQUIREMENTS OF THE INSTALLATION. THESE DOCUMENTS
DO NOT INTEND TO SHOW EVERY ITEM REQUIRED TO CONSTRUCT THE WORK. ITEMS
SUCH AS FASTENERS, CONNECTORS, FILLERS, MISCELLANEOUS CLOSURE
ELEMENTS, ANCILLARY CONTROL WIRING AND POWER WHERE REQUIRED FOR THE
CONTROL OR OPERATION OF THE PROVIDED EQUIPMENT ARE NOT ALWAYS SHOWN
BUT ARE CONSIDERED INCLUDED IN THE SCOPE OF THE WORK. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A FULLY FUNCTIONING
INSTALLATION WHICH MEETS THE DESIGN INTENT, INCLUDING THE SPECIFIC
REQUIREMENTS INCLUDED IN THESE DOCUMENTS.
2. THESE DOCUMENTS DESCRIBE A SINGLE CONSTRUCTION C ONTRACT. THE USE OF
SUBCONTRACTORS IS THE ELECTION OF THE CONTRACTOR. THESE DOCUMENTS DO
NOT INTEND TO DIVIDE THE WORK AMONG THE CONTRACTOR'S SUBCONTRACTORS.
WHERE THE DOCUMENTS IDENTIFY WORK WHICH IS "NOT IN MECHANICAL WORK" OR
"NOT IN ELECTRICAL WORK" IT MEANS THAT WORK IS NOT FURTHER DESCRIBED OR
SPECIFIED IN THE MECHANICAL OR ELECTRICAL DRAWINGS OR SPECIFICATIONS. IT
DOES NOT PRECLUDE THE CONTRACTOR FROM DELEGATING THE WORK TO THE
ENTITIES OF HIS ELECTION. IN ADDITION THE DIVISION OF THE CONTRACT
DOCUMENTS INTO ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL AND
OTHER DESIGN DISCIPLINES NEITHER DIVIDES THE WORK FOR THOSE DISCIPLINES
AS SHOWN ONLY IN THOSE DRAWINGS OR SPECIFICATIONS.
3. UNLESS OTHERWISE NOTED, IT IS THE RESPONSIBILITY OF THE GENERAL
CONTRACTOR AND THE SUBCONTRACTORS TO REVIEW ALL DRAWINGS, PROJECT
MANUAL, ADDENDA, ETC. IN ORDER TO ASSURE THE COORDINATION OF ALL WORK
AFFECTING EACH TRADE. FAILURE TO REVIEW AND COORDINATE ALL CONTRACT
DOCUMENTS BY THE GENERAL CONTRACTOR WITH ALL THE SUBCONTRACTORS FOR
APPLICABLE ITEMS OF THE WORK SHALL NOT RELIVE THE RESPONSIBLE PARTY
FROM PERFORMING ALL WORK SO REQUIRED AS PART OF THE CONTRACT.
4. UNLESS OTHERWISE NOTED, THE PROJECT MANUAL, WHIC H INCLUDES THE GENERAL
CONDITIONS, SUPPLEMENTAL CONDITIONS, AND TECHNICAL SPECIFICATIONS, AND
THE DRAWINGS ARE COMPLEMENTARY AND TOGETHER DESCRIBE THE PROJECT
REQUIREMENTS. WHERE THERE ARE DISCREPANCIES BETWEEN THE PROJECT
MANUAL AND THE DRAWINGS, THE CONTRACTOR SHALL ADVISE THE ARCHITECT AND
REQUEST A CLARIFICATION.
5. UNLESS OTHERWISE NOTED, THE CONTRACTOR SHALL LAY OUT AND SEQUENCE THE
INSTALLATION OF THE WORK SO THAT THE DIFFERENT SYSTEMS DO NOT OBSTRUCT
THE INSTALLATION OF SUCCESSIVE WORK. IN GENERAL, SYSTEMS INSTALLED FIRST
SHOULD BE KEPT AS HIGH AND TIGHT TO STRUCTURE AS POSSIBLE TO LEAVE SPACE
AVAILABLE FOR SYSTEMS WHICH FOLLOW.
6. REFER TO THE PROJECT MANUAL FOR SPECIFICATIONS, GENERAL INFORMATION,
PRODUCTS AND EXECUTION REQUIREMENTS. REQUIREMENTS OF THE
SPECIFICATIONS APPLY TO ALL ASPECTS OF THE WORK AND ARE INCLUDED AS
ADDITIONAL INFORMATION FOR EACH ITEM SPECIFIED. IF DISCREPANCIES EXISTS
BETWEEN THE SPECIFICATIONS AND DRAWINGS, THE MORE S TRINGENT
REQUIREMENTS SHALL PREVAIL. THE GENERAL CONTRACTOR SHALL NOTIFY THE
OWNER'S REPRESENTATIVES OF ANY DISCREPANCIES.
7. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS WI LL VISIT THE SITE PRIOR
TO BIDDING IN ORDER TO FAMILIARIZE THEMSELVES WITH THE EXISTING SITE
CONDITIONS AND THE IMPACT OF THE PROPOSED NEW WORK, INDICATED ON THE
DRAWINGS AND SPECIFICATIONS, ON THESE CONDITIONS. ANY QUESTIONS
REGARDING THE COORDINATION OF NEW WORK OR EXISTING CONDITIONS MUST BE
SUBMITTED TO THE OWNER'S REPRESENTATIVE IN WRITING PRIOR TO BID
SUBMISSION AND WITH ADEQUATE TIME FOR RESPONSE TO ALL BIDDERS. THE
OWNER'S REPRESENTATIVE WILL RESPOND TO QUESTIONS, S UBMITTED IN A TIMELY
MANNER, WITH WRITTEN CLARIFICATIONS FORWARDED TO AL L BIDDERS.
8. ALL CONSTRUCTION RELATING TO BUILDING, SHALL CON FORM TO STATE OF OREGON
AND JURISDICTIONAL ACCESSIBILITY REQUIREMENTS.
9. THE EXISTING DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS ARE
ASSUMED TO BE ACCURATE BASED ON AVAILABLE INFORMATION. THE CONTRACTOR
SHALL, PRIOR TO THE START OF CONSTRUCTION, VERIFY ALL EXISTING CONDITIONS,
PROVIDE A COMPLETE FIELD LAYOUT ON THE JOB SITE, AND NOTIFY THE OWNER'S
REPRESENTATIVE OF ANY DEVIATIONS OR CONFLICTS WITH THESE DRAWINGS.
10. THE DRAWINGS SHALL NOT BE SCALED. THE GENERAL CONTRACTOR SHALL REFER
TO THE DIMENSIONS INDICATED OR THE ACTUAL SIZES OF CONSTRUCTION ITEMS.
WHERE NO DIMENSIONS OR METHOD OF DETERMINING A LOCATION IS GIVEN, VERIFY
CORRECT DIMENSIONS OR LOCATION WITH THE OWNER'S REPRESENTATIVE PRIOR
TO INSTALLATION.
EXTERIOR PAINT:
A. PAINT SYSTEMS - EXTERIOR:
1. EXTERIOR SURFACES TO BE PAINTED, UNLESS OTHERWIS E INDICATED: INCLUDING PRIMED
METAL.
a. TWO TOP COATS AND ONE COAT PRIMER.
b. TOP COAT(S): EXTERIOR LATEX; MPI #10, 11, 15, 119, OR 214.
1. PRODUCT:
2. SHERWIN-WILLIAMS SUPERPAINT EXTERIOR.
c. TOP COAT SHEEN:
1. SEMI-GLOSS: MPI GLOSS LEVEL 5; USE THIS SHEEN AT ALL LOCATIONS.
B. PRIMER:
1. PRIMERS: PROVIDE THE FOLLOWING UNLESS OTHER PRIM ER IS REQUIRED OR
RECOMMENDED BY MANUFACTURER OF TOP COATS AND COMPLIANT WITH VOC
REQUIREMENTS.
a. ANTI-CORROSIVE ALKYD PRIMER FOR METAL; MPI #79.
b. WATER BASED PRIMER FOR GALVANIZED METAL; MPI #134.
C. FIRE RATED PAINT SYSTEMS - EXTERIOR
1. WATER-BASED INTUMESCENT COATING DESIGNED FOR THE FIRE PROTECTION OF
STRUCTURAL STEEL
a. THIN FILM INTUMESCENT COATING THAT CREATES A FIRE RETARDANT AND FIRE
RESISTANT BARRIER ON A WIDE RANGE OF BUILDING SURFACES INCLUDING GYPSUM,
WOOD, AND STEEL.
b. FOR EXTERIOR APPLICATIONS THE MATERIAL MUST BE T OP COATED WITH AN
IMPERMEABLE EXTERIOR COATING.
2. PRODUCT: FORCEFIELD FIREGUARD E-84 INTUMESCENT P AINT FOR STEEL BY SHIELD
INDUSTRIES, LDT.
3. APPLICATION:
a. 40 MIL THICKNESS (DRY) FOR 1HR RATING. ST-17 1 HOUR FIRE ASSEMBLY.
b. APPLY PER MANUFACTURERS INSTRUCTIONS.
c. APPLY TWO TOP COATS OF 'PAINT SYSTEMS - EXTERIOR" AS LISTED ABOVE.
A1.01
1
DETAIL CALLOUT
GOVERNING CODES AND STANDARDS
• 2022 OREGON STRUCTURAL SPECIALTY CODE
• 2019 OREGON FIRE CODE
• 2017 OREGON PLUMBING SPECIALTY CODE
• 2021 OREGON MECHANICAL SPECIALTY CODE
• 2021 OREGON ELECTRICAL SPECIALTY CODE
• 2017 ANSI 117.1 GUIDELINES FOR ACCESSIBLE BUILDINGS
• ASHRAE 90.1-2019
PROPERTY DESCRIPTION
PARCEL:
ZONE:
JURISDICTION:
TL 1100
R7 - RESIDENTAL (IC)
PORTLAND/ MULTNOMAH
TYPE AND CLASSIFICATION (EXISTING)
CONSTRUCTION:
FIRE PROTECTION:
2 - 1 HOUR
ALARMED, SPRINKLERED
USE AND OCCUPANCY (EXISTING)
OCCUPANCY TYPE: E - EDUCATION
BUILDING HEIGHT AND AREA (EXISTING)
NUMBER OF STORIES:
ALLOWABLE STORIES:
BUILDING HEIGHT:
ALLOWABLE HEIGHT:
3
4
BUILDING AREA:
ALLOWABLE AREA:
220,780 SF
79,500 SF PER BUILDING
(6) SEPERATE
BUILDINGS SEPERATED
BUY 2-HR RATED FIRE
WALLS
SITE
PARCEL SIZE: 13.01 ACRES
40'-5"
85'-0"
EXISTING EXTERIOR COL - 1HR RATED NEW EXTERIOR COL - 1 HR RATED
(E) STEEL COL
PAINT TOP COAT OVER
INTUMESCENT COATING
1HR RATED INTUMESCENT
COATING ON COL 1-HR RATING:
BXUV.Y616
DESIGN NO. Y616
GENERAL
G1.02 PROJECT INFORMATION
ARCHITECTURAL
A1.02 OVERALL SITE PLAN
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4758
MARLENE R. GILLIS
DATE
FILE PATH:
Drawing Title
Project Number
Date
Issuance
Stamp
1331 NW Lovejoy Street,
Suite 775
Portland, OR 97209
T 503-228-5617
sdra.com
Consultant
Project
Sheet No
copyright © 2024
4/2/2025 3:17:26 PM
Autodesk Docs://Parkrose HS/24039_ParkroseHS_r23_cloud.rvt
PROJECT
INFORMATION
G1.02
24039
03/28/2025
ISSUE FOR BID
PARKROSE SCHOOL DISTRICT
PARKROSE HIGH SCHOOL RECLAD
12003 NE Shaver Street Portland, OR 97220
PROJECT ADDRESS:
PROJECT SUMMARY:
12003 NE Shaver Street
Portland, OR 97220
RENOVATION OF EXTERIOR EIFS SYSTEM ACROSS ENTIRE BU ILDING, REPAIR EIFS CLADDING WITH NEW EIFS
RESURFACING AND REPLACING ALL SEALS AND GASKETING A T EXT WINDOWS, DOORS, CONTROL JOINTS, AND
TRANSITIONS, MISCELLANEOUS PATCH AND REPAIR.
PARKROSE HIGH SCHOOL RECLAD
PROJECT TEAM
VICINITY MAP PROJECT NOTES
ABBREVIATIONS
# POUND OR NUMBER
A/C AIR CONDITIONING
A/V AUDIO VISUAL
AB ANCHOR BOLT
AC ASPHALTIC CONCRETE
ACM ALUMINUM COMPOSITE METAL
ACT ACOUSTICAL CEILING TILE
AD AREA DRAIN
ADD ADDENDUM
ADH ADHESIVE
ADJ ADJUSTABLE, ADJACENT
AFF ABOVE FINISH FLOOR
AGG AGGREGATE
AHJ AUTHORITY HAVING
JURISDICTION
AL(UM) ALUMINUM
ALT ALTERNATE
ANOD ANODIZED
AP ACCESS / ACOUSTIC PANEL
APPROX APPROXIMATE
ARCH ARCHITECT(URAL)
AUTO AUTOMATIC
BATT BATT INSULATION
BD BOARD
BIT BITUMINOUS
BLDG BUILDING
BLKG BLOCKING
BM BENCH MARK
BO BOTTOM OF
BOL BOLLARD
BOT BOTTOM
BR(N)Z BRONZE
BSMT BASEMENT
CAB CABINET
CB CATCH BASIN
CCTV CLOSED CIRCUIT TV
CEM CEMENT
CF CUBIC FOOT
CG CORNER GUARD
CI CONTINUOUS INSULATION
CJ(T) CONTROL JOINT
CL CENTERLINE
CLG CEILING
CLR CLEAR(ANCE)
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONST CONSTRUCTION
CONT CONTINUE, CONTINUOUS
COORD COORDINATE
CPT CARPET
CRS COURSE
CS COUNTERSINK
CSMT CASEMENT
CT CERAMIC TILE
CTR CENTER
CUST CUSTODIAL
CX CONNECTION
CY CUBIC YARD
DEM(O) DEMOLISH, DEMOLITION
DEP DEPRESSED
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DISP DISPENSER
DIV DIVISION
DL DEAD LOAD
DMT DEMOUNTABLE
DN DOWN
DR DOOR
DS DOWNSPOUT
DTL DETAIL
DWG(S) DRAWING(S)
DWR DRAWER
E EAST
EA EACH
EB EXPANSION BOLT
EJ EXPANSION JOINT
EL, ELEV ELEVATION
ELEC ELECTRIC(AL)
EMER(G) EMERGENCY
ENCL ENCLOSE(URE)
EOS EDGE OF SLAB
EP ELECTRICAL PANEL BOARD
EPDM ETHYLENE PROPYLENE
DIENEMONOMER
EQ EQUAL
EQUIP EQUIPMENT
EST ESTIMATE
EXH EXHAUST
EXIST/(E) EXISTING
EXP EXPOSED, EXPANSION
EXT EXTERIOR
FA FIRE ALARM
FAF FLUID APPLIED FLOORING
FD FLOOR DRAIN, FIRE DAMPER
FE(C) FIRE EXTINGUISHER (CABINET)
FF FINISH FLOOR
FFE FURNISHINGS FIXTURES
EQUIPMENT
FGL FIBERGLASS
FHC FIRE HOSE CABINET
FHMS FLATHEAD MACHINE SCREW
FHWS FLATHEAD WOOD SCREW
FIN FINISH(ED)
FL FLOOR
FLASHG FLASHING
FLCO FLOOR CLEANOUT
FLR FLOOR(ING)
FLS FIRE LIFE SAFETY
FLUOR FLUORESCENT
FND(N) FOUNDATION
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOS FACE OF STEEL/STUD
FP FIREPROOFING
FR FRAME(D), FRAMING
FS FULL SIZE, FLAME SPREAD
FT FIRE TREATED
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GB GRAB BAR, GYPSUM BOARD
GL GLASS, GLAZING, GRIDLINE
GWB GYPSUM WALL BOARD
GYP (BD) GYPSUM (BOARD)
HB HOSE BIB
HBD HARDBOARD
HC HOLLOW CORE
HD HEAVY DUTY
HDR HEADER
HDW(R) HARDWARE
HM HOLLOW METAL
HOR(IZ) HORIZONTAL
HR HOUR
HT HEIGHT
HTG HEATING
HVAC HEATING, VENTILLATION, AND
AIR CONDITIONING
HWD HARDWOOD
HWH HOT WATER HEATER
ID INSIDE DIAMETER
INCL INCLUDE(D), INCLUDING
INS(UL) INSULATE(D), INSULATION
INT INTERIOR
JAN(T) JANITOR
JC JANITOR'S CLOSET
JT JOINT
KO KNOCK-OUT
LAM LAMINATE(D)
LAV LAVATORY
LH LEFT HAND
LW LIGHTWEIGHT
MAX MAXIMUM
MB MACHINE BOLT, MARKER
BOARD
MECH MECHANICAL
MEZZ MEZZANINE
MFR MANUFACTURE(R)
MGR MANAGER
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
MO MASONRY OPENING
MOD MODULAR
MP METAL PANEL
MRGB MOISTURE RESISTANT
GYPSUM WALL BOARD
MTL METAL
MULL MULLION
MWP MEMBRANE WATERPROOFING
N NORTH
NAT NATURAL
NIC NOT IN CONTRACT
NOM NOMINAL
NTS NOT TO SCALE
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OH OVERHEAD
OPG OPENING
OPP OPPOSITE
OVHD OVERHEAD
PAR PARAPET
PERF PERFORATE(D)
PJT PANEL JOINT
PLAM PLASTIC LAMINATE
PLAT PLATFORM
PNL PANEL
PNT PAINT
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT PRESSURE TREATED, POINT
PTD PAINTED, PAPER TOWEL
DISPENSER
PTL PARTIAL
PTN PARTION
PVC POLYVINYL CHLORIDE
PWD PLYWOOD
QT QUARRY TILE
RA RETURN AIR
RAD RADIUS
RB RESILIENT BASE
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REF(R) REFER(ENCE), REFRIGERATOR
REINF REINFORCE(D), REINFORCING
REQ(D) REQUIRED
REV REVISION(S), REVISED
RH RIGHT HAND
RM ROOM
RND ROUND
RO ROUGH OPENING
S SOUTH
SA SUPPLY AIR
SAM SELF-ADHERED MEMBRANE
SC SOLID CORE
SCHED SCHEDULE
SEC(T) SECTION
SIM SIMILAR
SL SLEEVE
SPEC(S) SPECIFICATION(S)
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
STL STEEL
STRUCT STRUCTURAL
SUPP SUPPLEMENT, SUPPLY
SUSP SUSPENDED
SV SHEET VINYL
TB,
TCKBD
TACKBOARD
TEL TELEPHONE
TEMP TEMPERED, TEMPERATURE
TG, T&G TONGUE AND GROOVE
TO TOP OF
TOC TOP OF CURB, TOP OF
CONCRETE
TOF TOP OF FRAMING
TOP TOP OF PARAPET
TOPL TOP OF PLATE
TOR TOP OF ROOF
TOS TOP OF STEEL
TOW TOP OF WALL
TS TUBE STEEL
TYP TYPICAL
U/C UNDERCOUNTER
UON,
UNO
UNLESS NOTED OTHERWISE
VB VAPOR BARRIER
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VEST VESTIBULE
VFY VERIFY
VIF VERIFY IN FIELD
W WEST
W/ WITH
W/O WITHOUT
WC WATER CLOSET
WD WOOD
WP WATERPROOF(ING)
WS WATERSTOP
WWF WELDED WIRE FABRIC
XPS EXTRUDED POLYSTYRENE
YD YARD
± PLUS OR MINUS
ø DIAMETER
PRODUCT AND MATERIALS
SYMBOLS LEGEND
CODE ANALYSIS
1HR RATED COLUMN
SHEET INDEX
DEMOLISHING SELECT EXISTING COLUMN FIREPROOFING AND REPLACING WITH NEW INTUMESCENT PAINT
WITH TOPCOAT.

-RATED COLUMNS
RATED COLUMNS
ISSUE FOR BID /
ISSUE FOR PERMIT
Revisions
No. Description Date

HC
HC
HC HC HC
HC
HC
HC
HC
HC
NE SHAVER ST
(E) HIGH
SCHOOL
(4) GROUND MOUNTED COL(S), ±36'-0"
HT, TO BE INTUMESCENT PAINTED TO
1-HR FP, TYP
A1.02
4
A1.02
4
(12) ROOF MOUNTED COL(S), ±
22'-0" HT, TO BE INTUMESCENT
PAINTED TO 1-HR FP, TYP
EXT COLS TO BE INTUMESCENT PAINTED TO 1-HR FIRE RATING
DEMO (E) 1-HR CEMENT PLASTER COATING OFF COLS, SAND COLS TO REMOVE ALL
DEBRIS AND RUST, PAINT COLS W/ NEW 1HR INTUMESCENT PAINT AND PRIMER PER
MFR INSTRUCTIONS, APPLY ADDITIONAL EXT PAINT OVER INTUMESCENT PAINT,
SEE G1.02 FOR COL DETAIL
DEMO (E) 1-HR MASTIC AND
INTUMESCENT CEMENT
PLASTER COATING, SAND
COL TO REMOVE ALL
DEBRIS, PAINT EXT COLS W/
INTUMESCENT 1-HR FP, TYP
REMOVE AND REINSTALL (E)
DS
REMOVE AND REINSTALL (E)
DS
NORTH
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4758
MARLENE R. GILLIS
DATE FILE PATH:
Drawing Title
Project Number
Date
Issuance
Stamp
1331 NW Lovejoy Street,
Suite 775
Portland, OR 97209
T 503-228-5617
sdra.com
Consultant
Project
Sheet No
copyright © 2024
4/2/2025 3:17:27 PM
Autodesk Docs://Parkrose HS/24039_ParkroseHS_r23_cloud.rvt
OVERALL SITE PLAN
A1.02
24039
03/28/2025
ISSUE FOR BID
PARKROSE SCHOOL DISTRICT
PARKROSE HIGH SCHOOL RECLAD
12003 NE Shaver Street Portland, OR 97220
( 1/32" = 1'-0" )
SITE PLAN
1
SITE PLAN LEGEND
( 1/16" = 1'-0" )
PARTIAL RCP - ROOF AT UPPER CR WINGS
4
COLUMNS PHOTO FOR REF
2
COLUMNS PHOTO FOR REF
3
-RATED COLUMNS
ISSUE FOR BID /
ISSUE FOR PERMIT
Revisions
No. Description Date