Attachment J Drawings~2.pdf
PDF 39 MB Posted
- Attached to
- 25-0014 Aloha High School- Athletic Facility
- Solicitation number
- S-P34048-00015346
- Issued by
- Washington County, Amity City, Oregon
About this file
This file contains architectural and structural bidding documents for the Aloha High School Athletic Program Improvements project, a state and local contract opportunity in Washington County, Oregon, managed by the Beaverton School District. The project encompasses two primary components: construction of a new 2,160 square foot indoor batting cage facility with pre-engineered metal building construction, and expansion of the existing 1,082 square foot concessions stand with restroom renovation, totaling 1,234 square feet. The batting cage is classified as A-3 Assembly/B Occupancy with an occupant load of 44 persons and Construction Type V-B, while the concessions stand expansion is classified as B-Business occupancy, also Construction Type V-B. The project is located at Aloha High School, 18550 SW Kinnaman Road, Aloha, Oregon 97007. The bidding documents include comprehensive architectural drawings, structural plans, and civil/engineering documents prepared by multiple firms including Novak Architecture Inc., Froelich Engineers, AKS Engineering & Forestry LLC, and R&W Engineering LLC. The drawing set includes floor plans, elevations, sections, details, grading plans, and specialized construction notes. The drawing issue date for bidding is November 4, 2025, with permits anticipated November 5, 2025, and construction to follow.
The project is governed by the 2022 Oregon Structural Specialty Code, 2023 Oregon Plumbing Code, 2023 Oregon Electrical Code, 2023 Oregon Fire Code, and 2021 Oregon Energy Efficiency Code. Design criteria include wind speeds of 103 mph, ground snow load of 12 psf with design roof snow load of 25 psf, and seismic design category D. Special inspection and testing requirements are mandated per building code Section 1705, with continuous and periodic inspection required for concrete, masonry, steel, and post-installed anchors. All concrete work must conform to ACI 318 standards with 3,000 psi strength for footings and stemwalls, and 4,000 psi for exterior slabs. Reinforcing steel must conform to ASTM A615 Grade 60, and structural steel must meet ASTM A992 Grade 50 for wide-flange sections. The contractor is responsible for coordinating all trades, verifying existing conditions, and ensuring compliance with all applicable building codes and standards. Requests for information and substitution requests must be submitted through the general contractor to the architect for consideration.
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ALOHA HIGH SCHOOL
BIDDING DOCUMENTS
VICINITY MAP
SITE MAP
EXISTING LAND USE:
IMPERVIOUS AREA SUMMARY:
PROPERTY LOCATION:
PROJECT PURPOSE:
PROJECT TEAM
LEGEND
GEOTECHNICAL:
PROPERTY DESCRIPTION:
VERTICAL DATUM:
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DIRECTORY
OWNER
STRUCTURAL
ARCHITECTURAL
SHEET INDEX
ARCHITECT
BEAVERTON SCHOOL DISTRICT | Facilities Development 16550 SW Merlo Road Beaverton, OR 97003 CONTACT: Chris Hansen, Project Manager T: (503) 356-4321 E: Christopher_Hansen@beaverton.k12.or.us
NOVAK ARCHITECTURE INC
11174 SW Oneida Street Tualatin, OR 97062 CONTACT: Terry J Novak, AIA T: (503) 352-4987 E: tnovak@novakarchitecture.com
CIVIL (under separate permit)
STRUCTURAL
ALOHA HIGH SCHOOL - NEW BATTING CAGES
18550 SW Kinnaman Road
Aloha, OR 97007
VICINITY MAP
A000 COVER SHEET
A001 SYMBOLS, NOTES, MATERIALS AND ADA DETAILS
A002 GENERAL NOTES AND ABBREVIATIONS
A201 FLOOR PLANS AND CEILING PLAN
A301 EXTERIOR ELEVATIONS & SECTION
A601 DOOR & WINDOW SCHEDULE AND DETAILS
S001 COVER SHEET
S002 GENERAL STRUCTURAL NOTES
S003 GENERAL STRUCTURAL NOTES
S004 SPECIAL INSPECTIONS TABLES
S102 FOUNDATION PLAN
S500 DETAILS
MECHANICAL
M0.1 MECHANICAL LEGEND & SCHEDULES
M1.1 MECHANICAL FLOOR PLAN
CIVIL
C070 GRADING PLAN (FOR REFERENCE ONLY)
AKS ENGINEERING & FORESTRY, LLC
12965 SW Herman Road, Suite 100 Tualatin, OR 97062 CONTACT: Chris Knight, PE T: (503) 563-6151 E: KnightC@aks-eng.com
FROELICH ENGINEERS
17700 SW Upper Boones Ferry Road, Suite 115 Portland, OR 97224 CONTACT: Rod Hammerberg, PE T: (503) 624-7005 E: rhammerberg@froelich-engineers.com
MECHANICAL
R&W Engineering, LLC 9615 SW Allen Blvd, Suite 107 Beaverton, OR 97005 CONTACT: Kameron Jones T: (503) 292-6000 E: kjones@rweng.com
ELECTRICAL
R&W Engineering, LLC 9615 SW Allen Blvd, Suite 107 Beaverton, OR 97005 CONTACT: Jonathon Lilly, PE T: (503) 292-6000 E: jlilly@rweng.com
N O R T H
PROJECT SUMMARY
PROJECT SUMMARY
WORK SCOPE: construction of new indoor batting cage structure
JURISDICTION: BEAVERTON, OREGON
BUILDING AREA: 2,160 SF
OCCUPANCY GROUP: A-3 ASSEMBLY / (2) BATTING CAGES
CLASSIFIED AS B OCCUPANCY DUE TO OCCUPANT LOAD
BELOW 50 (PER OSSC 303.1.1)
OCCUPANT LOAD: "EXERCISE ROOM" AT 1:50 SF
2,160 / 50 = 44 OCCUPANTS
CONSTRUCTION TYPE: V-B
NOTICE TO %IDDING SU%�CONTRACTORS AND
SUPP/IERS�
ALL REQUESTS FOR INFORMATION AND SUBSTITUTION REQUESTS MUST
BE SUBMITTED TO AN GENERAL CONTRACTOR FOR REVIEW AND
FORWARDING TO THE ARCHITECT FOR CONSIDERATION. THE
ARCHITECT, ENGINEERS OR owner ARE NOT TO BE CONTACTED
DIRECTLY.
NOTICE TO %IDDING GENERA/ CONTRACTORS�
ALL REQUESTS FOR INFORMATION AND SUBSTITUTION REQUESTS MUST
BE SUBMITTED ONLY TO THE GENERAL CONTRACTOR FOR
CONSIDERATION. THE architect, ENGINEERS or owner ARE NOT TO
BE CONTACTED DIRECTLY.
GOVERNING CODES
BUILDING CODE: 2017 OREGON STRUCTURAL SPECIALTY CODE
PLUMBING CODE: 2014 OREGON PLUMBING SPECIALTY CODE
MECHANICAL CODE: 2014 OREGON MECHANICAL SPECIALTY CODE
ELECTRICAL CODE: 2014 OREGON ELECTRICAL SPECIALTY CODE
FIRE CODE: 2014 OREGON FIRE CODE
ENERGY CODE: 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE
GENERA/ NOTICE�
CHANGES OF ANY KIND ARE TO BE MADE TO DRAWING SET
WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT.
ELECTRICAL
E0.1 ELECTRICAL LEGEND & ABBREVIATIONS
E1.1 ELECTRICAL FLOOR PLAN
E2.1 ONE-LINE DIAGRAM & SCHEDULES
DRAWING ISSUE
BIDDING 11/04/25
PERMITS 11/05/25
CONSTRUCTION --
PRE�ENGINEERED META/ %UI/DING�
GENERAL CONTRACTOR WILL BE RESPONSIBLE FOR THE DESIGN AND
ENGINEERING OF THE PRE-ENGINEERED METAL BUILDING, INCLUDING
ALL EXTERIOR FINISHES, DOOR AND WINDOW OPENINGS AS SHOWN IN
DRAWINGS. STRUCTURAL FOUNDATION DESIGN shown in these drawings IS FOR BUDGETING PURPOSES ONLY.
A000
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BATTING CAGES
SECOND LEVEL
+10'-0"
TYPICAL SECTION
SECTION NUMBER
DIRECTION OF VIEW
SHEET NUMBER
NORTH ARROW REFERENCE
PROJ NORTH
LAYOUT GRID LINES
LEVEL LINE
REVISION NUMBER AND EXTENT
ROOM NAME AND NUMBER
PLAN DETAIL REFERENCE
SECTION DETAIL REFERENCE
DETAIL REFERENCE
EXTERIOR / INTERIOR ELEVATION
WALL TYPE IDENTIFICATION MARK
ELEVATION NUMBER AND
DIRECTION
SHEET WHERE DRAWN,
HYPHEN INDICATES DETAIL
ON SAME SHEET.
DETAIL NUMBER
DETAIL NUMBER
SHEET WHERE DRAWN,
DASH TEXT INDICATES
DETAIL ON SAME SHEET
SHEET WHERE DRAWN
ELEVATION NUMBER AND
DIRECTION
GLAZING / WINDOW TYPE MARK
SEE ELEVATIONS AND
EXT WINDOW SCHEDULE
NAME OF LEVEL
INDICATES HEIGHT ABOVE
PROJECT DATUM
REVISION NUMBER - SEE
REVISION HISTORY ON THE
TITLE BLOCK OF EACH
SHEET
EXTENT OF CURRENT
REVISION
KEYED NOTE MARK
DRAWING TITLE
SEE CORRESPONDING
NUMBERED KEY NOTE ON
SHEET WHERE
REFERENCE OCCURS
A101
SIM
A101
SIM
AE101
SIM
SEE PLANS AND INTERIOR
GLAZING TYPES
TRUE NORTH
INTERIOR FINISH TAG
SEE MATERIAL FINISH SCHEDULE
EARTH
AGGREGATE BASE COURSE
CONCRETE
CONCRETE MASONRY UNIT/
TERRA COTTA
BRICK MASONRY
PRECAST CONCRETE
LIMESTONE, SANDSTONE, GRANITE
MARBLE
STEEL, STAINLESS STEEL
(LARGE SCALE)
ALUMINUM (LARGE SCALE)
OTHER METALS (LARGE
SCALE)
WOOD FRAMING -
CONTINUOUS (LARGE SCALE)
WOOD FRAMING - DISCONTINUOUS
(LARGE SCALE)
PLYWOOD
(LARGE SCALE)
FINISH WOOD (LARGE SCALE)
EIFS INSULATION BOARD
(LARGE SCALE)
SEMI-RIGID INSULATION
(LARGE SCALE)
BATT INSULATION
(LARGE SCALE)
MORTAR, SAND, FIREPROOFING,
STUCCO, GYPSUM BOARD
TERRAZZO (LARGE SCALE)
COMPOSITE BOARD
(LARGE SCALE)
ACOUSTIC TILE (LARGE SCALE)
PROTECTION BOARD
(LARGE SCALE)
CERAMIC TILE (LARGE SCALE)
GLASS (LARGE SCALE)
PLAN AND SECTION
TRAFFIC COATING
DETECTABLE WARNING FLOOR
SURFACING
ARCHITECTURAL REFERENCE SYMBOLS AND REFERENCE TAGS ARCHITECTURAL MATERIAL INDICATIONS
AREA
ROOM NAME
ROOM NAME
ROOM NAME
X
A
A
SIM
2 3
A1
A100
SECTION NUMBER
SHEET NUMBER
A
PT-1
A
EXTERIOR FINISH TAG
EXTERIOR MATERIAL
EXTERIOR COLOR
DOOR REFERENCE
M
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1/
C L R
3'-6"1'-0"
3'-4"
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1'
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O F
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ETC.
RESTROOM
DOOR
C L
P U S H P
L A T E S
H A N D
L E S P
U S H
B A R
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C L
D E A D
B O L T S
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1'-6" 1'-6"
C L
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1'
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1'-0" MAX
SINK 60" X 60"
CLEAR
FLOOR
SPACE
CLEAR FLOOR SPACE
AT W.C.
CLEAR FLOOR SPACE
AT SINKS
4'-0" MIN
1'-7"
MAX
1'-5" MIN
M
IN
4'-0"
MAX FORWARD REACH
OVER OBSTRUCTION
17"-19"
4'-0"
MAX HIGH AND LOW
SIDE REACH
M A X
SALES AND SERVICE
COUNTERTOP HEIGHT
904.3.2 PARALLEL
APPROACH
M A X
2'-0" MAX SIDE
REACH
1'
M A X
1'-8
MAX
M A X
M A X
1'-8" to 1'-11"
MAX
REACH w/ 0"-20"
OBSTRUCTION
REACH w/ 20"-23"
OBSTRUCTION
MAX HIGH AND LOW
FRONT REACH
MIN. CLEAR OF
OBSTRUCTION
PLUMBING FIXTURES AND ACCESSORIES
REACHING HEIGHTS AND LENGTHS
SCALE:E1 FLOOR PLAN
1/4" = 1'-0"
N O R T H
N O R T H
PER 2017 ICC A117.1
PER 2017 ICC A117.1
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A G
E S
B E
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T O
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C H
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3.
2.
A001
ABV
ABOVE
ACOUS ACOUSTICAL
ACP
AD
ACOUSTICAL CEILING PANEL
AREA DRAIN
ADDL ADDITIONALADDITIONAL
ADJ
AFF
ADJACENT
AFG
ABOVE FINISH FLOOR
ABOVE FINISH GRADE
AGGR
ALUM
AGGREGATE
ALT
ALUMINUM
ANOD
ALTERNATE
APPROX
ANODIZED
ARCH
APPROXIMATE(LY)
ARCHITECT(URAL)
ASPH ASPHALT
AUTO AUTOMATIC
BB
B
BULLETIN BOARD
BD BOARD
BTWN
BLDG
BETWEEN
BUILDING
BM
BOT
BEAM
BOTTOM
BITUM BITUMINOUS
BOS BOTTOM OF STEEL
BRG BEARING
BSMT BASEMENT
CAB
C
CABINET
CB CATCH BASIN
CCT
CG
CUBICLE CURTAIN TRACK
CORNER GUARD
CEM CEMENT, CEMENTITIOUS
CCTV CLOSED CIRCUIT TELEVISION
CH BD CHALKBOARD
CI CAST IRON
CJ CONTROL JOINT
CL
CLG
CLR
CMU
CNTR
COL
CONC
CONF
CONN
CONSTR
CONT
CONTR
CPT
CSK
CSP
CSWK
CW
CENTER LINE
CEILING
CLEAR
CONCRETE MASONRY UNIT
COUNTER
COLUMN
CONCRETE
CONFERENCE
CONNECTION
CONSTRUCTION
CONTINUOUS
CONTRACTOR
CARPET
COUNTERSUNK
COMBINATION STANDPIPE
CASEWORK
COLD WATER
D
D
DEPTH
DBL DOUBLE
DBL ACT DOUBLE ACTING
DEG DEGREE
DEMO DEMOLISH
DEPT DEPARTMENT
DET DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DIFF DIFFUSER
DIM DIMENSION
DIM PT DIMENSION POINT
DISP DISPENSER
DIST DISTANCE
DN DOWN
DR DRAIN
DS DOWNSPOUT
DSP DRY STANDPIPE
DT DRAPERY TRACK
DWG DRAWING
DWGS DRAWINGS
(E)
E
EXISTING
EA EACH
EDR EQUIPMENT DRAIN
EG EDGE GUARD
EIFS EXTERIOR INSULATION FINISH SYSTEM
EL ELEVATION
ELAST ELASTOMERIC
ELEC ELECTRICAL
ELEV ELEVATOR
EMER EMERGENCY
ENCL ENCLOSURE
ENGR ENGINEER
EOS EDGE OF SLAB
EP ELECTRICAL PANEL
EPDM ETHYLENE PROPYLENE DIENE MONOMER
EQ EQUAL
EQL SP EQUALLY SPACED
EQUIP EQUIPMENT
EQUIV EQUIVALENT
EST ESTIMATE(D)
EWC ELECTRIC WATER COOLER
EXP EXPANSION
EXP JT EXPANSION JOINT
EXT EXTERIOR
FURN FURNITURE
FXTR FIXTURE
G
G
GAS
H
H
HIGH
GA GAUGE, GAGE
GAL GALLON
GALV GALVANIZED
GB GRAB BAR
GC GENERAL CONTRACTOR
GFRC GLASS FIBER REINFORCED CONCRETE
GFRG GLASS FIBER REINFORCED GYPSUM
GL GLASS
GLU LAM GLUE LAMINATED
GLZ GLAZING
GR GRADE OR GRADING
GVL GRAVEL
GYP GYPSUM
GYP BD GYPSUM BOARD
GYP PLAS GYPSUM PLASTER
ID
I
INSIDE DIAMETER
JAN
J
JANITOR
KG
K
KILOGRAM
L L
LENGTH, LONG
M
M
METER (S)
(N)
N
NEW
QT
Q
QUARRY TILE
R
R
RISER
S SOUTH
T
T
TREAD
W
W
WEST
XFMR
X
TRANSFORMER
YD
Y
YARD
HB HOSE BIBB
HC HOLLOW CORE
HD HEAD
HDBD HARDBOARD
HDW HARDWARE
HDWD HARDWOOD
HGT HEIGHT
HM HOLLOW METAL
HNDRL HANDRAIL
HORIZ HORIZONTAL
HPT HIGH POINT
HR HOUR
HVAC HEATING-VENTILATION-AIR CONDITIONING
IN INCH
INCL INCLUDE, INCLUDING
INFO INFORMATION
INSUL INSULATION
INTR INTERIOR
INV INVERT
IVT INTRAVENOUS TRACK
JST JOIST
JT JOINT
KIT KITCHEN
KPL KICK PLATE
KS KNEE SPACE
LAB LABORATORY
LAM LAMINATE, LAMINATION
LAV LAVATORY
LB POUND
LED LIGHT EMITTING DIODE
LF LINEAR FOOT
LIN LINEAR
LL LEAD LINED
LPT LOW POINT
LT LIGHT
LT WT LIGHT WEIGHT
LTG LIGHTING
LVR LOUVER
HW HOT WATER
S
MACH MACHINE
MATL MATERIAL
MATV MASTER ANTENNA TELEVISION SYSTEM
MAX MAXIMUM
MB MACHINE BOLT
MC MEDICINE CABINET
MDF MEDIUM DENSITY FIBERBOARD
MECH MECHANICAL
MED MEDIUM
MEMB MEMBRANE
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
MELD MOLDING
MM MILLIMETERS
MO MASONRY OPENING
MOD MODULE, MODULAR
MTD MOUNTED
MTG MOUNTING
MOVABLE MOVABLE
MULL MULLION
DNA NOT APPLICABLE
NAT NATURAL
NE NORTHEAST
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
RC NOISE REDUCTION COEFFICIENT
NTS NOT TO SCALE
NW NORTHWEST
PLAS PLASTER
PLBG PLUMBING
PLF POUNDS PER LINEAR FOOT
PLYWD PLYWOOD
PNL PANEL
PNL BD PANEL BOARD
PNT PAINT
PORT PORTABLE
PP PUSH PLATE
PPM PARTS PER MILLION
PR PAIR
PRCST PRECAST
PREP PREPARATION / PREPARE
PREFAB PREFABRICATED
PRKG PARKING
PROJ PROJECT
PROP PROPERTY
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT POINT
PTN PARTITION
PTS PNEUMATIC TUBE STATION / SYSTEM
PVC POLYVINYL CHLORIDE
PVG PAVING
PVMT PAVEMENT
PWR POWER
QTR QUARTER
QTY QUANTITY
RA RETURN AIR
RAD RADIUS
RB RESILIENT BASE
RCP REFLECTED CEILING PLAN
RCPT RECEPTACLE
RD ROOF DRAIN
RECT RECTANGULAR
REF REFERENCE
REFR REFRIGERATOR
REG REGISTER
REINF REINFORCE (D) (ING) (MENT)
REQD REQUIRED
REQT REQUIREMENT
RESIL RESILIENT
RET RETURN
REV REVISION
RF RESILIENT FLOORING / RADIO FREQUENCY
RH RIGHT HAND
RHMS ROUND HEAD MACHINE SCREW
RHWS ROUND HEAD WOOD SCREW
RM ROOM
RND ROUND
RO ROUGH OPENING
ROW RIGHT OF WAY
RWL RAIN WATER LEADER
SB SPLASH BLOCK
SC SOLID CORE
SCHED SCHEDULE, SCHEDULED
SCRN SCREEN
SD STORM DRAIN
SE SOUTHEAST
SECT SECTION
SEG SEGMENT
SEP SEPARATION OR SEPARATE
SEP JT SEPARATION JOINT
SHT SHEET, SHEETING
SHWR SHOWER
SIM SIMILAR
SJ SEISMIC JOINT
SK SINK
SMS SHEET METAL SCREW
SP SPACE, SPACED, SPACING
SPEC SPECIFICATION
SPKLR SPRINKLER
SPKR SPEAKER
SQ SQUARE
SS SANITARY SEWER
SSK SERVICE SINK
SST STAINLESS STEEL
ST STREET
STA STATION
STAG STAGGERED
STC SOUND TRANSMISSION COEFFICIENT
STD STANDARD
STL STEEL
STOR STORAGE
STRUCT STRUCTURAL
STS SELF-TAPPING SCREW
SUSP SUSPENDED
SUSP CLG SUSPENDED CEILING
SW SOUTHWEST
SYMM SYMMETRICAL
SYST SYSTEM
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
TC TOP OF CONCRETE, TOP OF CURB
TD TRENCH DRAIN
TEL TELEPHONE
TEMP TEMPORARY
THERM THERMAL
THK THICK, THICKNESS
THRES THRESHOLD
THRU THROUGH
TMPD GL TEMPERED GLASS
TO TOP OF
TOR TOP OF RAILING
TOS TOP OF STEEL
TOT TOTAL
TOW TOP OF WALL
TP TOP OF PAVEMENT
TV TELEVISION
UC
U
UNDER COUNTER
TYP TYPICAL
UL UNDERWRITERS LABORATORIES
Uno UNLESS NOTED OTHERWISE
UPS UNINTERRUPTABLE POWER SUPPLY
UTIL UTILITY
W/ WITH
W/O WITHOUT
WC WATER CLOSET OR WALL COVERING
WD WOOD
WDW WINDOW
WGL WIRE GLASS
WCHR WHEELCHAIR
WM WIRE MESH
WO WHERE OCCURS
WPT WORKING POINT
WR WATER RESISTANT
WSCT WAINSCOT
WSP WET STANDPIPE
WT WEIGHT
WTHPRF WEATHERPROOF
WWF WELDED WIRE FABRIC
WWM WELDED WIRE MESH
CR CARD READER
BUR BUILT UP ROOFING SYSTEM
CT CERAMIC TILE / COMPUTED TOMOGRAPHY
F
FA FIRE ALARM
FBD FIBERBOARD
FCU FAN COIL UNIT
FD FLOOR DRAIN
FDC FIRE DEPARTMENT CONNECTION
FDN FOUNDATION
FEC FIRE EXTINGUISHER CABINET
FE FIRE EXTINGUISHER
FF FINISH FACE
FHC FIRE HOSE CABINET
FHMS FLAT HEAD MACHINE SCREW
FHWS FLAT HEAD WOOD SCREW
FHY FIRE HYDRANT
FLAM FLAMMABLE
FLASH FLASHING
FLEX FLEXIBLE
FLUOR FLUORESCENT
FO FACE OF
FSB FOLDING SHOWER BENCH
FSTNR FASTENER
FT FOOT, FEET
OC
O
ON CENTER
PA PUBLIC ADDRESS
OA OVERALL
OD OUTSIDE DIAMETER
OFCI
OFOI
OPP OPPOSITE
ORD OVERFLOW ROOF DRAIN
OVHD OVERHEAD
OZ OUNCE
PART PARTIAL
PBD PARTICLEBOARD
PCF POUNDS PER CUBIC FOOT
PCI POUNDS PER CUBIC INCH
PERF PERFORATED
PERIM PERIMETER
PERM PERMANENT
PERP PERPENDICULAR
PL PLATE OR PROPERTY LINE
PLAM PLASTIC LAMINATE
P
OWNER FURNISHED-CONTRACTOR INSTALLED
OWNER FURNISHED-OWNER INSTALLED
V
VB VALVE BOX
VCT VINYL COMPOSITION TYLE
VERT VERTICAL
VEST VESTIBULE
VIT VITREOUS
VP VENT PIPE
VOL VOLUME
VWC VINYL WALL COVERING
SYMBOLS AS
ABBREVIATIONS
ANGLE
@ AT
C CENTER LINEL
Ø DIAMETER
= EQUAL
> GREATER THAN
< LESS THAN
± PLUS OR MINUS (TOLERANCE)
# POUND(S)
' FOOT OR FEET
" INCH OR INCHES
FOF FACE OF FINISH
OH OPPOSITE HAND
HSS HOLLOW STRUCTURAL STEEL
SA SUPPLY AIR
A AIR
AB ANCHOR BOLT
ACT ACOUSTICAL CEILING TILE
AVG AVERAGE
BKG BACKING
BLW BELOW
BG BUMPER GUARD
EJ EXPANSION JOINT
EF EACH FACE
E EAST
FB FLAT BAR
O OXYGEN
N NORTH
MRI MAGNETIC RESONANCE IMAGING
LVT LUXURY VINYL TILES
FHV FIRE HOSE VALVE
FTG FOOTING
WP WATERPROOF (ING)
UR URINAL
VIF VERIFY IN FIELD
VNR VENEER
DEGREE (S) OF ANGULAR
MEASURE
o
MTL METAL
VC VA PROVIDED, CONTRACTOR INSTALLED
VV VA PROVIDED AND INSTALLED
COORD COORDINATE
PL PLATE
AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL
PCF POUNDS PER CUBIC FOOT
FLRG FLOORING
TRANS TRANSITION
LLV LONG LEG VERTICAL
FSK FOIL SCRIM KRAFT
S
GENERAL NOTES
1. VERIFY AND COORDINATE SITE CONDITIONS AND DIMENSIONS. BRING INCONSISTENCIES TO
ATTENTION OF ARCHITECT BEFORE PROCEEDING WITH WORK.
2. PROVIDE SHORING AND BRACING AS NECESSARY TO ENSURE STRUCTURAL INTEGRITY WHEN
WORK INCLUDES STRUCTURAL MEMBERS.
3. IMMEDIATELY BRING ERRORS AND OMISSIONS FOUND IN THESE DRAWINGS TO ATTENTION OF
ARCHITECT. WHERE CONTRACTOR IS AWARE OF CONFLICTS OR OMISSIONS AND HAS NOT
BROUGHT THEM TO ARCHITECT'S ATTENTION, IT IS UNDERSTOOD THAT CONTRACTOR HAS
MADE PROVISIONS FOR MORE COSTLY AND STRINGENT METHOD. WHERE CONFLICTS,
ERRORS OR OMISSIONS OCCUR IN DRAWINGS, PROJECT MANUAL, OR OTHER RELATED
CONTRACT DOCUMENT PROVISIONS SUCH AS MANUFACTURER'S INSTRUCTIONS, REFERENCE
STANDARDS, AND REGULATORY AGENCIES AND CODES, ASSUME MORE STRINGENT
REQUIREMENTS AND VERIFY WITH ARCHITECT BEFORE BEGINNING WORK.
4. DO NOT SCALE DRAWINGS. FOLLOW DIMENSIONS SHOWN ON DRAWINGS AND ACTUAL FIELD
MEASUREMENTS. NOTIFY ARCHITECT OF DISCREPANCIES.
5. ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE AND MASONRY, FACE OF
FRAMING OR CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE.
6. COMPLY WITH BUILDING CODES AND OTHER APPLICABLE CODES AND ORDINANCES.
7. WORK INSTALLED IN CONFLICT WITH CONSTRUCTION DOCUMENTS IS NON-CONFORMING WORK
AND REQUIRES CORRECTION AT NO ADDITIONAL COST TO OWNER AS DIRECTED BY
ARCHITECT.
8. COORDINATE WORK IN COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS TO ACCURATELY
LOCATE MECHANICAL, ELECTRICAL, AND OTHER PENETRATIONS AND SYSTEMS WITH
RESPECT TO STRUCTURAL FRAMING. DO NOT PENETRATE STRUCTURAL FRAMING EXCEPT
AS ACCEPTED BY ARCHITECT.
9. FOLLOW MANUFACTURERS' INSTRUCTIONS EXCEPT WHERE MORE STRINGENT REQUIREMENTS
ARE INDICATED OR REQUIRED BY CODE.
10. VERIFY WITH ARCHITECT AND PROVIDE REQUIRED BLOCKING AND BACKING FOR WALL OR
CEILING MOUNTED ITEMS.
11. COORDINATE SIZES AND LOCATIONS OF OPENINGS AND ROUGH-INS FOR MECHANICAL
EQUIPMENT WITH MECHANICAL CONTRACTOR, AND SHOP DRAWINGS APPROVED BY
ARCHITECT, BEFORE PROCEEDING WITH THE WORK.
12. ALL PIPE, CONDUIT, DUCTS AND STRUCTURE TO BE CONCEALED BEHIND FINISHED
CONSTRUCTION UNLESS NOTED AS EXPOSED TO VIEW ON DRAWINGS OR APPROVED BY
ARCHITECT.
13. OFFSET AND ADJUST NON-LOAD BEARING FRAMING AS NECESSARY TO MAKE FINISHED
SURFACES FLUSH AND TRUE TO LINE.
14. PROVIDE GALVANIC ISOLATION BETWEEN DISSIMILAR METALS.
15. VERIFY BLOCKING & BACKING REQUIREMENTS WITH EQUIPMENT SUPPLIERS
16. NOTES INCLUDING "AS REQUIRED" INDICATE AS REQUIRED BY LOCAL JURISDICTION, VERIFY
REQUIREMENTS PRIOR TO BID AND BEGINNING THE WORK.
17. NOTES INCLUDING "COMPLETE" INDICATE ALL ASSEMBLIES & APPURTENANCES ASSOCIATED
WITH AN ASSEMBLY THAT ARE REQUIRED FOR THE PROPER INSTALLATION AND OPERATION
OF THAT ASSEMBLY OR THE FULL AND ENTIRE REMOVAL OF THAT ASSEMBLY
18. THE DRAWINGS ARE INTENDED TO GRAPHICALLY ILLUSTRATE THE OVERALL NATURE OF THE
WORK; THE CONFIGURATION, ARRANGEMENT, AND LOCATION OF THE WORK AND ITS PARTS;
AND THE PHYSICAL DIMENSIONS OF THE WORK - THE DRAWINGS TAKE PRECEDENCE OVER
THE SPECIFICATIONS WITH RESPECT TO INFORMATION OF THIS NATURE.
19. THE SPECIFICATIONS ARE INTENDED TO COMMUNICATE THE DETAILED PROPERTIES AND
QUALITY OF THE INDIVIDUAL MATERIALS, ASSEMBLIES, AND SYSTEMS THAT COMPRISE THE
WORK; THE FUNCTIONAL AND PERFORMANCE REQUIREMENTS FOR THE INDIVIDUAL PARTS OF
THE WORK; AND THE FABRICATION AND INSTALLATION REQUIREMENTS FOR INDIVIDUAL PARTS
OF THE WORK - THE SPECIFICATIONS TAKE PRECEDENCE OVER THE DRAWINGS WITH
RESPECT TO INFORMATION OF THIS NATURE.
20. AS PART OF THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE WORK OF ALL SUB-
CONTRACTORS, TRADES, AND SUPPLIERS, THE CONTRACTOR SHALL ENDEAVOR TO IDENTIFY
AND NOTIFY THE VA REPRESENTATIVE OF ANY CONFLICTS AT THE EARLIEST POSSIBLE DATE
SO AS TO ALLOW REASONABLE AND ADEQUATE TIME FOR THE CONFLICT TO BE RESOLVED
WITHOUT DELAYING THE WORK, ALL DEVIATIONS FROM THAT WHICH IS REQUIRED BY THE
CONTRACT DOCUMENTS MUST BE APPROVED IN ADVANCE BY THE VA REPRESENTATIVE.
21. THE ARCHITECTURAL DRAWINGS ARE A PART OF A LARGER SET OF DRAWINGS WHICH, WHEN
COMPLETE, CONSISTS OF ALL DRAWINGS LISTED BY THE INDEX OF DRAWINGS, THE WORK
DESCRIBED BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE AFFECTED BY THE WORK
DESCRIBED ON DRAWINGS OF ANOTHER DISCIPLINE AND MAY REQUIRE REFERENCE TO
THE DRAWINGS OF ANOTHER DISCIPLINE. PARTIAL SETS OF DRAWINGS ARE INCOMPLETE
AND SHOULD NOT BE DISTRIBUTED OR UTILIZED BY THE CONTRACTOR. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF ALL
SUB-CONTRACTORS, TRADES, AND SUPPLIERS WITH ALL REQUIREMENTS OF THE CONTRACT
DOCUMENTS BEFORE COMMENCING CONSTRUCTION, AND TO ASSURE THAT ALL PARTIES ARE
AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE REQUIREMENTS OCCUR IN THE
CONTRACT DOCUMENTS, WHICH MIGHT AFFECT THE WORK OF THAT PARTY.
22. THE ARCHITECTURAL DRAWINGS ESTABLISH AND COORDINATE THE FINISHED APPEARANCE
AND EXACT LOCATION OF ALL EXPOSED ELEMENTS OF THE WORK OF ALL TRADES,
INCLUDING THAT WORK WHICH IS ILLUSTRATED PRIMARILY ON DRAWINGS OF OTHER
DISCIPLINES, LOCATIONS SHOWN ON OTHER DRAWINGS ARE SCHEMATIC, UNLESS OTHERWISE
NOTED ON THE ARCHITECTURAL DRAWINGS. THE ARCHITECTURAL DRAWINGS TAKE
PRECEDENCE FOR THE FINISHED APPEARANCE AND EXACT LOCATION OF ALL PARTS OF
THE WORK.
EXCEPTION: DIMENSIONED LOCATIONS SHOWN ON DRAWINGS OF OTHER DISCIPLINES SHALL
GOVERN ONLY WHERE:
1. SPECIFICALLY AND INDIVIDUALLY INDICATED BY SYMBOL, KEYED NOTE, OR NOTATION
ON THE ARCHITECTURAL DRAWINGS.
2. OCCURRING WITHIN A ROOM OR OTHER IDENTIFIED SPACE FOR WHICH ARCH SHEET OR
SCHEDULE NOTES INDICATE THAT DIMENSIONS PROVIDED ELSEWHERE SHALL GOVERN.
23. THE ARCHITECTURAL FLOOR PLANS, REFLECTED CEILING PLANS, SECTIONS, AND ELEVATIONS
ILLUSTRATE THE EXACT LOCATION OF MANY, BUT NOT ALL, EXPOSED PARTS OF THE WORK,
APPLY THE RULES INDICATED BY THE DRAWING "TYPICAL MOUNTING HEIGHTS AND
CONFIGURATION DIAGRAMS" TO DETERMINE THE EXACT LOCATION OF EACH EXPOSED PART
OF THE WORK.
24. REFER TO THE STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR THE
DETAILED DESIGN OF STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING SYSTEMS, OF
WHICH PORTIONS MAY BE SHOWN ON THE ARCHITECTURAL DRAWINGS.
25. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE FLOOR SLAB, Uno. WHERE THE
CONCRETE IS DEPRESSED TO ACCOMMODATE MORTAR BEDS, SETTING BEDS, RAISED
ACCESS FLOORS, AND OTHER SIMILAR FLOOR ASSEMBLIES, FINISHED FLOOR ELEVATIONS
ARE TO TOP OF FINISH FLOOR ASSEMBLY INDICATED.
26. CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACES, UNLESS OTHERWISE NOTED.
FO
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B
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IN
G C
A G
E S
B E
A V
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T O
N S
C H
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IS
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T W
A S
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3.
2.
A002
36'-0"
5'-8" 12'-4" 12'-4" 5'-8"
5'-8" 12'-4" 12'-4" 5'-8"
9'-4"
8'-0" 8'-0"
E
Q U A L S
P A C E S
A201
SCALE:1 FLOOR PLAN
3/16" = 1'-0"
FLOOR PLAN KEYNOTES
1. pemb steel stucture (tbd)
2. potential brace frame (tbd)
3. steel canopy above (by pemb)
4. 3'-4"W X 4'-8"H WHITE FIXED vinyl windows W/ TEMPERED GLASS
5. 8' x 8' high lift INSULATED overhead door
6. 55'L x 12'w x 12'h batting cage netting - of/oi
7. 2" x 2" 10 gage wire mesh in 1" x 1/4" steel frame window guard - cf/ci
8. artificial turf, to be selected by owner - cf/ci
9. 5/8" high impact gyp board over 1-1/2" metal furring on all walls
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PL
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A H
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H O
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B
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IN
G C
A G
E S
B E
A V
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T O
N S
C H
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IS
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T W
A S
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IN
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3.
2.
SCALE:2 CEILING PLAN
3/16" = 1'-0" SCALE:3 ROOF PLAN
3/16" = 1'-0"
CEILING PLAN KEYNOTES
1. pendant light fixtures with wire impact protection cages, see electrical
ROOF PLAN KEYNOTES
1. sheet metal gutters
2. sheet metal downspout, see civil for storm connections
A301
A301
A301
1 2 1 2 1 2
A
B
C
D
A
B
C
D
A
B
C
D
1 1
2 2
A A
A A
N O R T H N
N O R T H N
N O R T H N
2'-0"
3'-0"
20'-0"
4'-3" 4'-3"
19'-6"
2'-0"
2'-0"
T Y P
" 2
2'-0"
2'-0"
9'-4"
1"
A301
SCALE:3 WEST ELEVATION
3/16" = 1'-0"
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SCALE:1 SOUTH ELEVATION
3/16" = 1'-0"
BUILDING ELEVATION KEYNOTES
1. vertical ribbed seam siding (by pemb)
2. horizontal 1-1/2" corrugated siding (by pemb)
3. 3'-4"W X 4'-8"H WHITE FIXED vinyl windows W/ TEMPERED GLASS
4. insulated HOLLOW METAL door
5. 8'w x 8'h insulated manual overhead door
6. school signage (tbd)
7. steel canopy and tie rods (by pemb)
8. standing seam metal roofing (by pemb)
9. sheet metal gutter (by pemb)
10. sheet metal downspouts (by pemb)
11. wall pack light fixtures, cf/ci
12. 6" exposed SEALED concrete stem wall
13. 1/2" PAINTED STEEL SUPPORT RODS AND TURNBUCKLES
14. METAL SOFFIT, BY PEMB SUPPLIER, TYP.
SCALE:5 BUILDING SECTION
1/4" = 1'-0"
SCALE:2 NORTH ELEVATION
3/16" = 1'-0"
SCALE:4 EAST ELEVATION
3/16" = 1'-0"
A3
01 5 A3
BUILDING SECTION KEYNOTES
1. pemb structure
2. pendent lights with wire cages, see electrical
3. 12'h batting cage netting of/oi
4. steel mesh window guard, see 6/a601
5. insulated high lift overhead doors
6. artificial turf over compacted crushed gravel base.
per manufacturers recommendation
7. batt insulation with banded liner system, by pemb supplier; 1-1/2" METAL FURRING WITH 5/8" GYP. BOARD ON
ALL WALLS
8. standing seam metal roofing, per pemb supplier
9. asphalt paving, see civil
10. r-15 rigid insulation at perimeter, typ
11. SEALED EXPOSED CONCRETE STEM WALL., TYP.
12. METAL SOFFIT, BY PEMB SUPPLIER, TYP.
13. 5/8" high impact gyp board over 1-1/2" metal furring on all walls
A B C D
1 2 2 1
D C B A
X
5 2 1
4 4
6 910
A301
SCALE:6 STEM WALL
1-1/2" = 1'-0" metal siding, per elevations by pemb supplier
BASE FLASHING, by pemb supplier
STEM WALLTURF OVER 6" COMPACTED
GRAVEL BASE
14 14
3'-4"
A601
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DOOR SCHEDULE
DOORSIZE FRAME
HEIGHTWIDTH THK. MATERIAL MATERIAL FINISH NOTES:FINISH
DOOR TAG
HARDWARE
GROUP
MANUF. 8'-0" 1 3/4"8'-0"OVERHEAD MANUFSTEEL STEEL
A 7'-0" 1 3/4"3'-0"FLUSH PAINTHM HM
INSULATED MANUAL OPERATION
Type A ENTRANCE LOCKSET (EXTERIOR SIDE); KEYING PER SCHOOL DISTRICT STANDARD
PANIC DEVICE (INTERIOR SIDE)
1-1/2 PAIR STAINLESS STEEL BUTTS (NRP)
WEATHER SEALS
DOOR BOTTOM
max. 1/2' high ADA compliantaluminum THRESHOLD
HARDWARE SCHEDULE
INSULATED DOOR AND FRAME
DOOR
TYPE
MANUF
PAINT
SCALE:
DOOR TYPES
3/8" = 1'-0" SCALE:
WINDOW TYPES
3/8" = 1'-0"
A1 2
SCALE:1 DOOR THRESHOLD
3" = 1'-0" SCALE:2 DOOR HEAD
3" = 1'-0" SCALE:3 DOOR JAMB
3" = 1'-0"
HOLLOW METAL DOOR/FRAME
FACE OF PEMB
SLOPE CONCRETE SLAB AWAY FROM
BUILDING
THRESHOLD TO MEET ADA
ACCESSIBILITY REQUIREMENTS; SET IN
CONTINUOUS BED OF SEALANT
EXTERIOR PAVEMENT
5/8" high impact GYP. BOARD
INTERIOR FINISH; PAINTED
1-1/2" LIGHT GAGE FURRING on all walls
METAL PANEL SIDING, PER ELEVATIONS
INSULATION LINER, PER PEMB SUPPLIER
STEEL GIRT, BY PEMB SUPPLIER
FLASHING BY PEMB SUPPLIER
INSULATED METAL DOOR FRAME
INSULATED HOLLOW METAL DOOR
EXTERIORINTERIOR
METAL SIDING, PER ELEVATIONS
FLASHING, PER PEMB SUPPLIER
SEALANT, ALL AROUND DOOR FRAME
INSULATED HOLLOW METAL DOOR
INSULATED METAL DOOR FRAME
INSULATION LINER, BY PEMB
SEALANT ALL AROUND DOOR FRAME
STEEL JAMB FRAMING BY PEMB
SUPPLIER
1-1/2" LIGHT GAGE FURRING
5/8" high impact GYP. BOARD
INTERIOR FINISH; PAINTED
SCALE:4 OVERHEAD DOOR HEAD
3" = 1'-0"
OVERHEAD DOOR AND TRACK; BY GC
METAL SIDING, PER ELEVATIONS
INSULATION LINER, PER PEMB
STEEL GIRT HEAD AND JAMB FRAMING,
BY PEMB
FLASHING ON ALL SIDES OF OPENING, BY
PEMB
EXTERIORINTERIOR
SCALE:5 OVERHEAD DOOR JAMB
3" = 1'-0"
METAL SIDING, PER ELEVATIONS
FLASHING AROUND OPENING, BY PEMB
STEEL JAMB FRAMING, BY PEMB
INSULATION LINER, BY PEMB
OVERHEAD DOOR AND TRACK, BY GC
1-1/2" LIGHT GAGE FURRING
5/8" high impact GYP. BOARD
INTERIOR FINISH; PAINTED
A6
01 2 A6
A601
A601 1
A6
SCALE:6 WINDOW JAMB
3" = 1'-0" cover trim on all sides, by pemb vinyl window
4" x 2" lag bolt with spacer washer
(2) 1/8" welded steel frame
1.5" x 1.5" x .0120" wire mesh, weld to frame
A601
NOT FOR
CONSTRUCTION
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ADA EGRESS GATE DETAIL 3
C070
STEP DETAIL 1
C070
FILTER CATCHBASIN 2
C070
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S001
C O
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H E
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STRUCTURAL SYMBOLS / LEGEND:
- INDICATES FOOTING TYPE, REF SCHEDULE.-
- INDICATES STRUCTURAL COLUMN STARTING AT THIS LEVEL.
REF COLUMN SCHEDULE.
XX
- INDICATES CONCRETE WALL
- INDICATES CMU WALL.
- INDICATES STRUCTURAL WALL.
- INDICATES NON-STRUCTURAL WALL.
- INDICATES LINTEL TYPE. REF. SCHEDULE.L-
- INDICATES DIRECTION DECK OR SHEATHING TO SPAN.
- INDICATES ELEVATION.
- INDICATES KEYED NOTE.#
- INDICATES SNOW DRIFT LOAD. JOIST MANUFACTURER SHALL MAKE
PROVISION FOR THESE IN THE DESIGN OF THE JOISTS REF PLANS
FOR LOAD & EXTENT.
XX PSF
XX'-XX"
ALOHA, OREGON
DESIGN DEVELOPMENT - 07/11/2025
ALOHA HIGH SCHOOL - BATTING CAGES
" INCH DBA DEFORMED BAR ANCHOR HAS HEADED ANCHOR STUD OC ON CENTER T AND B TOP AND BOTTOM
# NUMBER, POUND DBL DOUBLE HC HOLLOW-CORE OD OUTSIDE DIAMETER T-AND-G TONGUE-AND-GROOVE
' FEET DEFL DEFLECTION HCP HOLLOW-CORE PLANK OH OVERHEAD TAN TANGENT
(E) EXISTING DEMO DEMOLITION HDD HEADED ANCHOR STUD OPNG OPENING THK THICK
(N) NEW DEPT DEPARTMENT HDR HEADER OPP OPPOSITE, OPPOSITE HAND THRD THREADED
DETL DETAIL HEX HEXAGONAL OSWJ OPEN-WEB STEEL JOIST TOB TOP OF BEAM
AB ANCHOR BOLT DF DOUG FIR (DOUGLAS FIR) HM HOLLOW METAL TOC TOP OF COLUMN, TOP OF CURB
ACI AMERICAN CONCRETE INSTITUTE DIA DIAMETER HORIZ HORIZONTAL P/L PROPERTY LINE TOF TOP OF FOOTING
ADD ADDENDUM, ADDITION DIAG DIAGONAL HSS HOLLOW STRUCTURAL SHAPE PAF POWER-ACTUATED FASTENERS TOJ TOP OF JOIST
ADJ ADJUST, ADJUSTABLE DIAPH DIAPHRAGM HT HEIGHT PC PRECAST TOL TOP OF LINTEL, LANDING
AESS ARCHITECTURALLY EXPOSED STRUCTURAL STEEL DIM DIMENSION HVAC HEATING, VENTILATION, AIR CONDITIONING PCF POUNDS PER CUBIC FOOT TOL TOLERANCE
AFF ABOVE FINISH FLOOR DKG DECKING PERF PERFORATE, PERFORATED, PERFORMANCE TOP TOP OF PIER, TOP OF PLATE
ALT ALTERNATE DL DEAD LOAD IBC INTERNATIONAL BUILDING CODE PERIM PERIMETER TOPV TOP OF PAVEMENT
ALUM ALUMINUM DWG DRAWING ICF INSULATED CONCRETE FORMS PE PROFESSIONAL ENGINEER TOS TOP OF SLAB, TOP OF STEEL
APPROX APPROXIMATELY DWGS DRAWINGS ID INSIDE DIAMETER PERP PERPENDICULAR TOW TOP OF WALL
ARCH ARCHITECTURE DWL DOWEL IN INCH, INCHES PL PLATE TRANS TRANSVERSE
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS INFO INFORMATION PLF POUNDS PER LINEAL FOOT TRANSL TRANSLUCENT
AVG AVERAGE EIFS EXTERIOR INSULATED FINISH SYSTEM INSP INSPECTION PLWD PLYWOOD TYP TYPICAL
AWS AMERICAN WELDING SOCIETY ELEV ELEVATOR INSUL INSULATION PNL PANEL
ENGR ENGINEER INT INTERIOR PRE-MANUF PRE-MANUFACTURED UNO UNLESS NOTED OTHERWISE
BALC BALCONY EOR ENGINEER OF RECORD PREFAB PREFABRICATED UTIL UTILITY
BD BOARD EQ EQUAL JST JOIST PREFIN PREFINISHED
BEV BEVEL EQPT EQUIPMENT JT JOINT, JOINTS PSF POUNDS PER SQUARE FOOT VERT VERTICAL
BKR BACKER ES EACH SIDE PSI POUNDS PER SQUARE INCH VFY VERIFY
BLDG BUILDING EW EACH WAY K KILOPOUND (1000 POUNDS) PSL PARALLEL STRAND LUMBER VIF VERIFY IN FIELD
BLK BLOCK EXIST EXISTING KIP KILOPOUND (1000 POUNDS) PT PRESERVATIVE-TREATED, POST-TENSIONED
BLKG BLOCKING EXP EXPANSION W/ WITH
BM BEAM EXT EXTERIOR L ANGLE, LEFT, LENGTH QTY QUANTITY W/O WITHOUT
BOC BOTTOM OF CURB LAM LAMINATE, LAMINATED WD WOOD
BOT/BTM BOTTOM F TO F FACE TO FACE LAT LATERAL RAD RADIUS WF WIDE-FLANGE (STRUCTURAL STEEL)
BOW BOTTOM OF WALL FAB FABRICATIONS / FABRICATED LB POUND RCP REFLECTED CEILING PLAN WP WORK POINT OR WORKING POINT
BP BASE PLATE FDTN FOUNDATION LF LINEAL FEET, LINEAR FOOTAGE RD ROOF DRAIN WR WATER-RESISTANT, WATER-RESISTIVE
BRDG BRIDGE, BRIDGING FE FROELICH ENGINEERS LIN LINEAR REF REFERENCE WS WATERSTOP
BRG BEARING FF FINISH FLOOR LIN FT LINEAL FEET, LINEAR FOOTAGE REINF REINFORCED, REINFORCING WT WEIGHT
BRK BRICK FFE FINISH FLOOR ELEVATION LL LIVE LOAD REQ REQUIREMENTS WWF WELDED WIRE FABRIC
BSMT BASEMENT FIN FINISH LLH LONG LEG HORIZONTAL REQD REQUIRED
BU BUILT-UP FLR FLOOR LLV LONG LEG VERTICAL REV REVISION
FOC FACE OF CONCRETE LNTL LINTEL RO ROUGH OPENING
CEM CEMENT, CEMENTITIOUS FOF FACE OF FINISH LONG LONGITUDINAL
CGS CENTER OF GRAVITY OF STRAND FOM FACE OF MASONRY LSL LAMINATED STRAND LUMBER SCHED SCHEDULE
CIP CAST-IN-PLACE FOS FACE OF STUD LT WT LIGHTWEIGHT SE STRUCTURAL ENGINEER
CJ CONTROL JOINT FR FIRE-RATED, FIRE RESISTIVE LVL LAMINATED VENEER LUMBER SECT SECTION
CL CENTER LINE FRM FRAMED, FRAMING SF SQUARE FEET
CLG CEILING FRR FIRE-RESISTANCE-RATED MANUF MANUFACTURER, MANUFACTURED SGL SINGLE
CLR CLEAR FRT FIRE-RETARDANT-TREATED MAX MAXIMUM SHT SHEET
CMU CONCRETE MASONRY UNIT FT FOOT, FEET MB MACHINE BOLT SHTG SHEATHING
COL COLUMN FTG FOOTING MECH MECHANICAL SHTH SHEATHING
COMP COMPOSITE, COMPENSATION FUT FUTURE MEZZ MEZZANINE SIM SIMILAR
CONC CONCRETE MFR MANUFACTURER, MANUFACTURED SIMP SIMPSON STRONG-TIE
COND CONDITION GA GAUGE MIN MINIMUM SL SNOW LOAD
CONN CONNECTION GALV GALVANIZED MISC MISCELLANEOUS SOG SLAB-ON-GRADE
CONSTR CONSTRUCTION GC GENERAL CONTRACTOR MTL METAL SPEC SPECIFICATION, SPECIFICATIONS
CONT CONTINUOUS GEN GENERAL MUL MULLION SQ SQUARE
CORR CORRIDOR GL GLUED-LAMINATED SS STAINLESS STEEL
CTR CENTER GLB GLUED-LAMINATED BEAM N NORTH STD STANDARD
CTRL CONTROL GLULAM GLUED-LAMINATED NIC NOT IN CONTRACT STIFF STIFFENER
CU CUBIC GND GROUND NO NUMBER STL STEEL
CUST CUSTOM GR GRADE NOM NOMINAL STRUCT STRUCTURAL
GYP GYPSUM NTS NOT TO SCALE SUSP SUSPENDED
GYP BD GYPSUM BOARD SYM SYMMETRICAL
STRUCTURAL SHEETS:
SHEET NUMBER SHEET TITLE
S001 COVER SHEET
S002 GENERAL STRUCTURAL NOTES
S003 GENERAL STRUCTURAL NOTES
S004 SPECIAL INSPECTIONS
S102 FOUNDATION PLAN
S500 DETAILS
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GENERAL STRUCTURAL NOTES
PROJECT DESCRIPTION:
● ADDITION TO EXISTING CONCESSION STAND
● CONVENTIONAL SPREAD AND STRIP CONCRETE FOUNDATIONS
● CONCRETE SLAB-ON-GRADE
● REINFORCED CMU WALLS
● STEEL CANOPY
GENERAL:
1. THE STRUCTURAL DRAWINGS ARE A PORTION OF THE CONTRACT DOCUMENTS AND ARE
INTENDED TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL, CIVIL, MECHANICAL, AND
ELECTRICAL DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE
REQUIREMENTS FROM THE ENTIRE SET OF CONTRACT DOCUMENTS (INCLUDING THE PROJECT
SPECIFICATIONS) INTO THEIR WORK.
2. THESE GENERAL NOTES SUPPLEMENT THE PROJECT SPECIFICATIONS. REFER TO THE
PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
3. NOTES AND DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER THE GENERAL
STRUCTURAL NOTES AND TYPICAL DETAILS.
4. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ELEVATIONS PROVIDED ON STRUCTURAL
DRAWINGS WITH ALL DISCIPLINES INCLUDING, BUT NOT LIMITED TO ARCHITECTURAL,
GEOTECHNICAL ENGINEER, AND CIVIL ENGINEER PRIOR TO CONSTRUCTION.
5. DETAILS ON THESE PLANS DEPICT THE GENERAL CONSTRUCTION METHODS FOR THIS
STRUCTURE. CONNECTIONS, DETAILS AND CONDITIONS NOT SPECIFICALLY SHOWN THAT ARE
SIMILAR TO THOSE THAT ARE SPECIFIED SHALL BE ASSUMED ONE AND THE SAME. IF
QUESTIONS REGARDING THE APPLICATION OF DETAILS ARE ENCOUNTERED, NOTIFY THE
ARCHITECT/ENGINEER FOR CLARIFICATION IN A TIMELY MANNER PRIOR TO BID OPENING.
CODE REQUIREMENTS:
1. CONFORM TO THE 2022 OREGON STRUCTURAL SPECIALTY CODE (OSSC), BASED UPON THE
2021 INTERNATIONAL BUILDING CODE (IBC), HERETOFORE REFERENCED IN THE STRUCTURAL
PLANS AS THE BUILDING CODE.
2. ALL REFERENCE TO OTHER CODES AND STANDARDS (ACI, AISC, AWS, NDS, ASTM, ETC.) SHALL
BE FOR THE EDITIONS NOTED IN CHAPTER 35 OF THE IBC/OSCC.
TEMPORARY CONDITIONS:
1. THE STRUCTURE HAS BEEN DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE
CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND / OR
SUPPORT REQUIRED AS A RESULT OF THE CONTRACTOR’S CONSTRUCTION METHODS AND / OR
SEQUENCES.
2. CONTRACTOR’S CONSTRUCTION METHODS AND / OR SEQUENCES SHALL RECOGNIZE AND
CONSIDER THE EFFECTS OF THERMAL MOVEMENTS OF STRUCTURAL ELEMENTS DURING THE
CONSTRUCTION PERIOD.
3. RETAINING WALLS THAT TIE TO UPPER SLABS SHALL NOT BE BACKFILLED UNTIL THE UPPER
SLABS REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVIDED AT THE TOP OF THE
WALL.
4. FOR EXISTING BUILDINGS, ADDED STRUCTURAL MEMBERS, HARDWARE, CONNECTORS,
STRAPS, FASTENERS, ETC. SHOWN ON THE STRUCTURAL DRAWINGS MAY NECESSITATE THE
UNCOVERING / EXPOSURE OF PART OF THE EXISTING STRUCTURAL SYSTEM. THIS MAY
INCLUDE, BUT IS NOT LIMITED TO PARTIAL DEMOLITION OF ELEMENTS SUCH AS CLADDING,
FINISHES, CEILING, ROOFING, INSULATION, ELECTRICAL, PLUMBING, MECHANICAL, SPRINKLERS, ARCHITECTURAL, STRUCTURAL, ETC. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING
THE MEANS, METHODS, AND EXTENT OF EXPOSURE / DEMOLITION REQUIRED TO EXECUTE AND
INSTALL ELEMENTS SHOWN ON THE STRUCTURAL DRAWINGS. REMOVED / DEMOLISHED
ELEMENTS AS PREVIOUSLY NOTED THAT ARE PART OF THE FINAL PRODUCT SHALL BE
RESTORED TO THEIR ORIGINAL STATE UPON COMPLETION AND SHALL COMPLY WITH
REQUIREMENTS OF THE SPECIFICATIONS, ARCHITECT, OTHER DISCIPLINES AND CURRENT
BUILDING CODES AND STANDARDS.
5. FOR EXISTING BUILDINGS, SHORING OF PORTIONS OF THE EXISTING STRUCTURE MAY BE
NECESSARY PRIOR TO REMOVAL / DEMOLITION. TAKE CARE TO AVOID DAMAGE AND DISTRESS
TO THE EXISTING STRUCTURE BEYOND THE DEMOLITION EXTENTS INDICATED. THE
CONTRACTOR IS RESPONSIBLE FOR AND PROVIDE ALL MEASURES NECESSARY TO PROTECT
THE STRUCTURE (EXISTING AND NEW) DURING CONSTRUCTION. THE CONTRACTOR IS
RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND / OR SUPPORT REQUIRED AS A
RESULT OF THE CONTRACTOR’S CONSTRUCTION METHODS AND / OR SEQUENCES.
EXISTING CONDITIONS:
1. FIELD VERIFY ALL EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS - ONLY FIELD
VERIFIED DIMENSIONS ARE TO BE USED IN CREATION OF THE SHOP DRAWINGS. THE
CONTRACTOR SHALL NOTIFY THE ARCHITECT AND ENGINEER OF ANY SIGNIFICANT
DISCREPANCIES FROM DIMENSIONS AND CONDITIONS SHOWN ON THE DRAWINGS.
2. X-RAY OR GPR SHALL BE USED PRIOR TO DRILLING OR CUTTING INTO CONCRETE
CONSTRUCTION TO LOCATE AND AVOID REINFORCEMENT AND/OR TENDONS. APPROVED
HOLES (APPROVED BY FROELICH ENGINEERS) THROUGH EXISTING CONCRETE CONSTRUCTION
SHALL BE CORE-DRILLED OR SAWCUT. DO NOT CUT THROUGH ANY REINFORCING STEEL OR
POST-TENSIONED TENDONS.
3. APPROVED HOLES (APPROVED BY FROELICH ENGINEERS) THROUGH EXISTING STEEL
STRUCTURE SHALL BE CUT CAREFULLY AND CLEANLY. DO NOT TORCH OR FLAME CUT.
4. DUE TO LIMITED OBSERVATION AND ACCESS TO THE EXISTING STRUCTURE PRIOR TO THE
PREPARATION OF THE STRUCTURAL DRAWINGS, FROELICH ENGINEERS ASSUMES THAT THE
EXISTING STRUCTURE IS IN LIKE-NEW CONDITION WITH NO CORROSION, DETERIORATION,
DAMAGE, ETC. AND WAS CONSTRUCTED IN ACCORDANCE WITH THE ORIGINAL CONSTRUCTION
DOCUMENTS (IF AVAILABLE). GENERAL CONTRACTOR SHALL VERIFY THE ABOVE ASSUMPTIONS
AND NOTIFY THE ENGINEER OF RECORD OF CONCERNS, DAMAGE, OR DISCREPANCIES.
5. FOR NEW EQUIPMENT OR CONSTRUCTION ADDED ATOP OR BENEATH EXISTING
CONSTRUCTION, THE GENERAL CONTRACTOR SHALL VERIFY THAT PROPER ROOF SLOPE AND
DRAINAGE IS STILL IN PLACE.
DESIGN CRITERIA:
1. DESIGN WAS BASED ON THE STRENGTH AND DEFLECTION CRITERIA OF THE BUILDING CODE.
IN ADDITION TO THE DEAD LOADS, THE FOLLOWING LOADS AND ALLOWANCES WERE USED
FOR DESIGN, WITH LIVE LOADS (LL) REDUCED IN ACCORDANCE WITH THE IBC:
DESIGN CRITERIA
GEOTECHNICAL CRITERIA
DESIGN BASED ON
GEOTECHNICAL REPORT BY: NONE
ALLOWABLE SOIL BEARING
PRESSURE
1500 PSF (ASSUMED)
BUILDING RISK CATEGORY
RISK CATEGORY III
LIVE LOAD CRITERIA
ROOF CRITERIA
ROOF LIVE LOAD 20 PSF
SNOW CRITERIA
DESIGN ROOF SNOW LOAD 25 PSF MINIMUM IN ACCORDANCE WITH THE BUILDING CODE
SNOW DRIFT PER OSSC AS SHOWN ON PLANS (IN ADDITION TO DESIGN ROOF
SNOW LOAD, NOT FLAT ROOF SNOW LOAD)
GROUND SNOW LOAD P g = 12 PSF
IN ACCORDANCE WITH THE BUILDING CODE
FLAT ROOF SNOW LOAD P f = 15 PSF SNOW EXPOSURE FACTOR C e = 1.0
SNOW LOAD IMPORTANCE
FACTOR I
s = 1.0
THERMAL FACTOR C t = 1.0
WIND CRITERIA
MAIN WIND FORCE RESISTING
SYSTEM 103 MPH BASIC WIND SPEED
COMPONENTS AND CLADDING 103 MPH BASIC WIND SPEED
EXPOSURE CATEGORY B
GUST/INTERNAL PRESSURE GC pi = +/- 0.18
COMPONENT AND CLADDING
PRESSURES
WALL CLADDING, TYP ZONE +19.3 -20.9
WALL CLADDING, EDGE ZONE +19.3 -25.8
ROOF CLADDING, TYP ZONE +7.9 -19.3
ROOF CLADDING, EDGE ZONE +7.9 -32.3
ROOF CLADDING, CORNER ZONE +7.9 -48.7
PRESSURES GIVEN ARE FOR AN AREA OF 10 SQUARE FEET. ADDITIONAL DATA AVAILABLE UPON
REQUEST.
SEISMIC CRITERIA
SITE CLASS C
IMPORTANCE FACTOR I e = 1.25
SEISMIC DESIGN CATEGORY D
MCE SPECTRAL
ACCELERATIONS S
S = 0.96 S
= 0.38
DESIGN SPECTRAL
ACCELERATIONS S
DS
= 0.8 S
D1 = 0.54
ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE, REF ASCE 7-16 SECTION 12.8
NORTH-SOUTH DIRECTION EAST-WEST DIRECTION
SEISMIC LOAD RESISTING
SYSTEM
REINFORCED MASONRY SHEAR
WALLS
REINFORCED MASONRY SHEAR
WALLS
RESPONSE MODIFICATION
FACTOR R = 5 R = 5
SEISMIC RESPONSE
COEFFICIENT C
S = 0.20 C
S = 0.20
STRUCTURAL OBSERVATION:
1. THE STRUCTURAL ENGINEER OF RECORD (SER) WILL PERFORM STRUCTURAL OBSERVATIONS
BASED ON THE REQUIREMENTS OF THE BUILDING CODE AT THE STAGES OF CONSTRUCTION
LISTED BELOW. THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR THE
SER TO PERFORM THESE OBSERVATIONS:
STRUCTURAL OBSERVATIONS
CONSTRUCTION PHASE OBSERVATION BY SER COMMENTS
AS REQUIRED TO ADDRESS STRUCTURAL
ISSUES X REF FOOTNOTE A, B
A. STRUCTURAL OBSERVATIONS ARE INTENDED TO VERIFY GENERAL CONFORMANCE WITH
THE STRUCTURAL DRAWINGS. SPECIAL INSPECTIONS AND TESTING ARE STILL REQUIRED.
B. A FIELD REPORT WILL BE SUBMITTED TO THE BUILDING DEPARTMENT FOLLOWING EACH
VISIT.
C. STRUCTURAL OBSERVATION TO OCCUR AFTER THE REINFORCING STEEL HAS BEEN
INSTALLED.
SPECIAL INSPECTION AND TESTING:
1. SPECIAL INSPECTION WILL BE PROVIDED BY THE OWNER BASED ON THE REQUIREMENTS OF
THE BUILDING CODE AS SUMMARIZED IN THE SPECIAL INSPECTION AND TESTING PROGRAM ON
SHEET ***S0.0X***. THE CONTRACTOR SHALL PROVIDE SUFFICIENT NOTICE AND ACCESS FOR
THE SPECIAL INSPECTOR TO PERFORM THESE INSPECTIONS.
2. SPECIAL INSPECTIONS SHALL CONFORM TO SECTION 1705 OF THE BUILDING CODE, CONTRACT
DOCUMENTS AND APPROVED SUBMITTALS. REFER TO SPECIAL INSPECTION AND TESTING
TABLES FOR PROJECT REQUIREMENTS.
3. SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY AN APPROVED
ACCREDITED INDEPENDENT AGENCY MEETING THE REQUIREMENTS OF ASTM E329
(MATERIALS). THE INSPECTION AND TESTING AGENCY SHALL FURNISH TO THE STRUCTURAL
ENGINEER ARCHITECT A COPY OF THEIR SCOPE OF ACCREDITATION. SPECIAL INSPECTORS
SHALL BE APPROVED BY THE BUILDING OFFICIAL. WELDING INSPECTORS SHALL BE QUALIFIED
PER SECTION 6.1.4.1(1) OF AWS D1.1.
4. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE
APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS.
5. THE SPECIAL INSPECTOR AND GEOTECHNICAL ENGINEER SHALL FURNISH INSPECTION
REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, STRUCTURAL ENGINEER,
ARCHITECT, CONTRACTOR, AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A
FINAL REPORT STATING THAT THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED
AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL
DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED.
6. QUALITY ASSURANCE (QA) IS REQUIRED FOR STRUCTURAL STEEL ITEMS PER AISC 360 AND 341
UNLESS SPECIFICALLY NOTED OTHERWISE. QUALITY CONTROL (QC) TO BE PROVIDED BY THE
FABRICATOR, ERECTOR OR OTHER RESPONSIBLE CONTRACTOR AS APPLICABLE. CONTRACTOR
AND SPECIAL INSPECTOR TO DOCUMENT QUALITY CONTROL AS REQUIRED IN AISC 360
SECTION N3 AND AISC 341 SECTION J2.
7. INSPECTION TYPES:
CONTINUOUS: THE FULL-TIME OBSERVATION OF WORK REQUIRING SPECIAL INSPECTION BY AN
APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE WORK IS BEING
PERFORMED.
PERIODIC: THE PART-TIME OR INTERMITTENT OBSERVATION OF WORK REQUIRING SPECIAL
INSPECTION BY AN APPROVED SPECIAL INSPECTOR WHO IS PRESENT IN THE AREA WHERE THE
WORK HAS BEEN OR IS BEING PERFORMED AND AT THE COMPLETION OF THE WORK.
PERIODIC (FOR POST-INSTALLED ANCHORS): WHERE PERIODIC INSPECTION IS ALLOWED BY
THE ANCHOR ICC/IAPMO EVALUATION REPORT, INSPECTIONS SHALL BE AS FOLLOWS:
A. INSPECTIONS SHALL BE IN STRICT CONFORMANCE WITH THE EVALUATION REPORT AND
MANUFACTURER'S INSTALLATION REQUIREMENTS. ANCHOR INSTALLERS SHALL BE
QUALIFIED AS REQUIRED BY JURISDICTION REQUIREMENTS.
B. THE SPECIAL INSPECTOR SHALL BE ONSITE INITIALLY DURING ANCHOR INSTALLATION
TO VERIFY ANCHOR PARAMETERS (AS THEY APPLY TO THE PARTICULAR ANCHOR TYPE):
DRILL BIT TYPE AND SIZE, ANCHOR TYPE OR BAR TYPE, ANCHOR DIMENSIONS,
CONCRETE TYPE, CONCRETE COMPRESSIVE STRENGTH, ADHESIVE IDENTIFICATION
AND EXPIRATION DATE, HOLE DIMENSIONS, HOLE CLEANING PROCEDURES, ANCHOR OR
BAR EMBEDMENT, TIGHTENING TORQUE (WHERE APPLICABLE), ANCHOR SPACING AND
EDGE DISTANCE, AND ADHERENCE TO THE MANUFACTURER'S WRITTEN INSTALLATION
INSTRUCTIONS.
C. THE SPECIAL INSPECTOR SHALL BE ONSITE TO CONTINUOUSLY INSPECT THE
INSTALLATION OF THE FIRST 10 ANCHORS INSTALLED BY EACH INSTALLER FOR
CONFORMANCE WITH THE EVALUATION REPORT AND THE CONSTRUCTION DOCUMENTS.
PROVIDED ALL ANCHORS ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
WRITTEN INSTRUCTIONS AND CONFORM TO THE CONSTRUCTION DOCUMENTS,
SUBSEQUENT INSTALLATIONS OF THE SAME ANCHOR TYPE AND SIZE BY THE SAME
INSTALLER IS PERMITTED TO BE PERFORMED IN THE ABSENCE OF THE SPECIAL
INSPECTOR. PROVIDE PERIODIC INSPECTION ON A MINIMUM OF 10% OF THE NEXT 1000
ANCHORS BY EACH INSTALLER AND A MINIMUM OF 5% OF THE REMAINING ANCHORS BY
EACH INSTALLER. INSPECTIONS SHALL OCCUR A MINIMUM OF ONCE PER WEEK AT A
RANDOM TIME WHILE ANCHOR INSTALLATION IS UNDERWAY. ANY NON-COMPLIANCE
ISSUES SHALL RESET THE INSPECTION REQUIREMENTS TO (10) CONTINUOUS
INSPECTIONS AND REQUIRE ALL PREVIOUS ANCHORS TO BE INSPECTED.
NON-COMPLIANT ANCHORS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER
OF RECORD FOR REVIEW AND SHALL BE BROUGHT INTO COMPLIANCE BY EITHER
TESTING OR RE-INSTALLATION.
D. FOR ALL ANCHORS, PRIOR TO CONCEALMENT, VERIFY: ANCHOR TYPE OR BAR TYPE,
ANCHOR DIMENSIONS, TIGHTENING TORQUE (WHERE APPLICABLE), ANCHOR SPACING
AND EDGE DISTANCE.
E. POST-INSTALLED ANCHOR INSPECTION REPORTS SHALL IDENTIFY NAMES OF
INSTALLERS, LOCATION(S) AND CONDITION(S) OF ANCHORS INSPECTED, ANCHOR
IDENTIFICATION AND EXPIRATION DATE (WHERE APPLICABLE), ANCHOR TYPE AND SIZE,
HOLE DIMENSIONS, HOLE CLEANING PROCEDURES OBSERVED, DRILL BIT TYPE AND
SIZE, AND TIGHTENING TORQUE.
F. SPECIAL INSPECTOR SHALL PROVIDE DOCUMENTATION AT THE END OF ANCHOR
INSTALLATIONS STATING THAT THE MINIMUM NUMBER OF ANCHORS WERE INSPECTED
PER APPROVED ANCHOR EVALUATION REPORT.
OBSERVE: OBSERVE THESE FUNCTIONS ON A RANDOM, DAILY BASIS. OPERATIONS NEED NOT
BE DELAYED PENDING OBSERVATIONS.
PERFORM: INSPECTIONS SHALL BE PERFORMED PRIOR TO THE FINAL ACCEPTANCE OF THE
ITEM.
8. PERFORM INSPECTION PRIOR TO FINAL ACCEPTANCE OF THE ITEM FOR TEN WELDS TO BE
MADE BY A GIVEN WELDER, WITH THE WELDER DEMONSTRATING UNDERSTANDING OF
REQUIREMENTS AND POSSESSION OF SKILLS AND TOOLS TO VERIFY THESE ITEMS, THE
PERFORM DESIGNATION OF THIS TASK SHALL BE REDUCED TO OBSERVE, AND THE WELDER
SHALL PERFORM THIS TASK. SHOULD THE INSPECTOR DETERMINE THAT THE WELDER HAS
DISCONTINUED PERFORMANCE OF THIS TASK, THE TASK SHALL BE RETURNED TO PERFORM
UNTIL SUCH TIME AS THE INSPECTOR HAS RE-ESTABLISHED ADEQUATE ASSURANCE THAT THE
WELDER WILL PERFORM THE INSPECTION TASKS LISTED.
9. TESTING ABBREVIATIONS:
NDT - NON-DESTRUCTIVE TESTING
CJP - COMPLETE JOINT PENETRATION
MT - MAGNETIC PARTICLE TESTING
RBS - REDUCED BEAM SECTION
10. DOCUMENT (D): INDICATES CONTRACTOR AND SPECIAL INSPECTOR TO PROVIDE
DOCUMENTATION IN ACCORDANCE WITH AISC 341.
11. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF THE MAIN WIND-OR
SEISMIC-FORCE-RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND-OR
SEISMIC-RESISTING COMPONENT LISTED IN THE TABLES SHALL SUBMIT A WRITTEN STATEMENT
OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE
COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S
STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING:
A. ACKNOWLEDGEMENT OF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN
THE STATEMENT OF SPECIAL INSPECTIONS.
B. ACKNOWLEDGEMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE
WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL.
C. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION,
THE METHOD AND FREQUENCY OF REPORTING AND DISTRIBUTION OF THE REPORTS.
D. IDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL
AND THEIR POSITION(S) IN THE ORGANIZATION.
SUBMITTALS:
1. REVIEW OF THE SUBMITTALS IS ONLY FOR REVIEW OF GENERAL CONFORMANCE WITH THE
DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH THE INFORMATION
GIVEN IN THE CONTRACT DOCUMENTS. NO RESPONSIBILITY IS ASSUMED BY THE STRUCTURAL
ENGINEER FOR CORRECTNESS, DIMENSIONS OR DETAILS CONTAINED WITHIN THE SUBMITTALS.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL
QUANTITIES AND DIMENSIONS; SELECTING FABRICATION PROCESSES AND…
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