B08_Attach_2a_NOCA_156728_100__CD_Drawings_Part1.pdf

APPROVED:

RECOMMENDED:

Superintendent

Project Manager

Date

Date

Mark Sheet REVISION Date Initial

1 1416/19/23

175004

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

A u to d e s k D o c s /1

N P

S S te h e k in

W W

T P

/0

-G

G e n e ra l.

rv t

/1

/2

:5 :4

P

M

G002

NORTH CASCADES NATIONAL PARK

156728

SHEET INDEXJ. GUZMAN

K. GREER

J. HILL

-00-

INDEX OF DRAWINGS

PAGE # SHEET # DESCRIPTION

SERIES 00 - GENERAL

00-G001 COVER SHEET

00-G002 SHEET INDEX

00-G003 GENERAL ABBREVIATIONS

00-G004 GENERAL LEGEND AND NOTES

00-G101 WORK PHASE A TREE REMOVAL PLAN

00-G102 WORK PHASE B SCOPE AND STAGING

00-G103 WORK PHASE C SCOPE AND STAGING

00-G104 WORK PHASE D SCOPE AND STAGING

00-C001 CIVIL LEGEND

00-S001 GENERAL STRUCTURAL NOTES

00-S501 GENERAL STRUCTURAL DETAILS

00-S502 GENERAL STRUCTURAL DETAILS

00-S503 GENERAL STRUCTURAL DETAILS

00-D001 GENERAL NOTES, ABBREVIATIONS, AND LEGEND

PROCESS

00-D002 PROCESS FLOW DIAGRAM

00-D003 HYDRAULIC PROFILE

00-D004 DESIGN CRITERIA

00-D501 GENERAL PROCESS DETAILS 1

00-D502 GENERAL PROCESS DETAILS 2

00-D503 GENERAL PROCESS DETAILS 3

00-M001 MECHANICAL LEGEND

00-P501 PLUMBING GREASE TRAP

00-E001 ELECTRICAL LEGEND 1

00-E002 ELECTRICAL LEGEND 2

00-Y001 INSTRUMENTATION LEGEND 1

00-Y002 INSTRUMENTATION LEGEND 2

SERIES 01 - PROCESS AND INSTRUMENTATION DIAGRAMS

01-Y101 P&ID INFLUENT LIFT STATION, PRE-EQ, HEADWORKS

01-Y102 P&ID PRIMARY AND PRE-ANOXIC TANKS

01-Y103 P&ID RECIRCULATING TEXTILE FILTER TANKS

01-Y104 P&ID TERTIARY FILTER AND POST-EQ TANK

01-Y105 P&ID DRAINFIELD BEDS

01-Y106 P&ID PROPANE SYSTEM

01-Y107 P&ID CHEMICAL SYSTEM

01-Y108 P&ID MISCELLANEOUS SYSTEMS

SERIES 02 - SITE WORK

02-C101 EXISTING SITE SURVEY/CONTROL PLAN

02-C102 OVERALL SITE AND GRADING PLAN

02-C103 YARD PIPE PLAN

02-C104 4" TREATED EFFLUENT YARD PIPE PLAN & PROFILE

02-C105 EROSION & SEDIMENT CONTROL PLAN

02-C401 DRAINFIELD PLAN

02-C402 ENLARGED FACILITY GRADING PLAN

02-C501 CIVIL DETAILS

02-C502 CIVIL DETAILS

02-C503 CIVIL DETAILS

02-C504 EROSION & SEDIMENT CONTROL DETAILS

02-C505 DRAINFIELD AND FIRE HYDRANT ENCLOSURE DETAILS

02-C506 TRAFFIC RATED SLAB DETAILS

02-E101 ELECTRICAL SITE PLAN

02-E401 ELECTRICAL DRAINFIELD PLAN

02-E601 DUCTBANK SCHEDULE

SERIES 03 - WWTP YARD

03-X101 SITE WORK DEMOLITION PLAN

03-X501 SITE WORK DEMO DETAILS

03-S101 WWTP YARD OVERALL FOUNDATION PLAN

03-S102 WWTP YARD SNOW PROTECTION CANOPY

FOUNDATION PLAN

03-S103 WWTP YARD SNOW PROTECTION CANOPY ROOF PLAN

03-S104 WWTP YARD POST-EQUALIZATION TANK

03-S301 WWTP YARD SNOW PROTECTION CANOPY SECTIONS 1

03-S302 WWTP YARD POST-EQUALIZATION TANK SECTIONS 2

03-S501 WWTP YARD SNOW PROTECTION CANOPY DETAILS 1

03-S502 WWTP YARD POST-EQUALIZATION TANK DETAILS 2

INDEX OF DRAWINGS

PAGE # SHEET # DESCRIPTION

03-A101 SNOW PROTECTION CANOPY GROUND LEVEL FLOOR

PLAN

03-A102 SNOW PROTECTION CANOPY ROOF PLAN

03-A201 SNOW PROTECTION CANOPY EXTERIOR ELEVATIONS 1

03-A202 SNOW PROTECTION CANOPY EXTERIOR ELEVATIONS 2

03-A301 SNOW PROTECTION CANOPY SECTIONS

03-A501 POST-EQUALIZATION TANK PLAN

03-A502 TANK STAIR PLAN & SECTION

03-D101 OVERALL PROCESS PLAN

03-D301 RTF PROCESS SECTIONS 1

03-D302 RTF PROCESS SECTIONS 2

03-D303 PROCESS SECTIONS

03-D601 TANK PENETRATION DIAGRAM 1

03-D602 TANK PENETRATION DIAGRAM 2

03-D603 TANK PENETRATION DIAGRAM 3

03-E101 RTF ELECTRICAL PLAN

SERIES 04 - WWTP BUILDING

04-G101 CODE COMPLIANCE TABLES

04-G102 CODE COMPLIANCE - WWTP BUILDING

04-X101 WWTP BUILDING PUMP ROOM DEMOLITION PLAN

04-X102 WWTP BUILDING GROUND LEVEL DEMOLITION PLAN

04-X103 WWTP BUILDING CEILING DEMOLITION PLAN

04-X104 WWTP BUILDING ROOF DEMOLITION PLAN

04-X301 WWTP BUILDING DEMOLITION SECTIONS

04-X302 WWTP BUILDING DEMOLITION SECTIONS

04-X501 WWTP BUILDING DEMOLITION DETAILS

04-S101 WWTP BUILDING FOUNDATION AND PUMP ROOM PLAN

04-S102 WWTP BUILDING STRUCTURAL GROUND LEVEL PLAN

04-S103 WWTP BUILDING ROOF FRAMING PLAN

04-S301 WWTP BUILDING STRUCTURAL SECTIONS 1

04-S501 WWTP BUILDING STRUCTURAL DETAILS 1

04-S502 WWTP BUILDING STRUCTURAL DETAILS 2

04-S503 WWTP BUILDING STRUCTURAL DETAILS 3

04-A100 SITE PLAN

04-A101 PUMP ROOM FLOOR PLAN

04-A102 GROUND LEVEL FLOOR PLAN

04-A103 ROOF PLAN

04-A104 REFLECTED CEILING PLAN

04-A201 EXTERIOR ELEVATIONS 1

04-A202 EXTERIOR ELEVATIONS 2

04-A301 BUILDING SECTIONS

04-A302 BUILDING SECTIONS

04-A303 WALL SECTIONS

04-A401 ENLARGED PLANS

04-A402 INTERIOR ELEVATIONS

04-A403 INTERIOR ELEVATIONS

04-A501 DETAILS

04-A502 DETAILS

04-A503 DETAILS

04-A601 SCHEDULES & DETAILS

04-D101 WWTP BUILDING PROCESS PUMP ROOM PLAN

04-D102 WWTP BUILDING GROUND LEVEL PROCESS PLAN

04-D301 PROCESS SECTIONS 1

04-D302 PROCESS SECTIONS 2

04-D901 PROCESS ISOMETRIC

04-M101 WWTP BUILDING PUMP ROOM HVAC PLAN

04-M102 WWTP BUILDING GROUND LEVEL HVAC PLAN

04-M301 WWTP BUILDING SECTION VIEW

04-M601 WWTP BUILDING MECHANICAL SCHEDULES

04-M602 WWTP BUILDING MECHANICAL DETAILS

04-M603 WWTP BUILDING MECHANICAL DETAILS

04-M604 WWTP BUILDING BOILER CONTROL DIAGRAM

04-P101 WWTP BUILDING UPPER LEVEL PLUMBING PLAN

04-P601 WWTP BUILDING PLUMBING SCHEDULES & DETAILS

04-P901 WWTP BUILDING PLUMBING RISER DIAGRAMS

04-E101 WWTP BUILDING ELECTRICAL PLAN

04-E102 WWTP PUMP ROOM ELECTRICAL PLAN

04-E103 WWTP BUILDING LIGHTING PLAN

04-E104 WWTP PUMP ROOM LIGHTING PLAN

04-E105 WWTP BUILDING INSTRUMENTATION PLAN

04-E106 WWTP PUMP ROOM INSTRUMENTATION PLAN

04-E107 WWTP BUILDING FIRE ALARM PLAN

04-E501 ELECTRICAL DETAILS

04-E601 ELECTRICAL DIAGRAM

04-E602 ELECTRICAL PANEL SCHEDULES

04-E603 ELECTRICAL SCHEDULES

04-E604 CABLE & CONDUIT SCEDULE - INSTRUMENTATION

04-Y501 INSTRUMENTATION DETAILS

04-Y502 INSTRUMENTATION DETAILS 2

04-Y601 NETWORK DIAGRAM

04-Y602 WWTP CONTROL PANEL LAYOUT

04-Y603 WWTP CONTROL PANEL POWER SCHEMATIC

04-Y604 WWTP BUILDING HEADWORKS GO/NO-GO PANEL

6/19/23 2 141

TOP OF BOLT, TOP OF BANK,

TOP OF BEAM, TOP OF BERM

TOP OF CURB, TOP OF CONCRETE

TOP OF DUCT

TOP OF FOOTING

TOP OF GRATING

TOLERANCE, TOP OF LEDGER

TOP OF MASONRY

TOP OF PLATE

TOPOGRAPHY

TOP OF SLAB, TOP OF STEEL,

TOE OF SLOPE

TOP OF WALL

TOILET PARTITION, TELEPHONE POLE,

TOE PLATE, TRAP PRIMER

TOILET PAPER DISPENSER

TOPPING, THROUGH PLATE GIRDER

TRANSOM

TRANSITION

TRENCH DRAIN

TYPICAL

URINAL

UNDERGROUND

ULTIMATE

UNFINISHED

UNLESS NOTED OTHERWISE

UTILITY

VENT, VELOCITY, VOLT

VOLT AMPERE

VACUUM

VARNISH, VARIABLE,

VOLT AMPERES REACTIVE

VAPOR BARRIER, VINYL BASE,

VALVE BOX

VERTICAL CURVE

VITRIFIED CLAY PIPE

VINYL COMPOSITION TILE,

VERTICAL CENTERLINE

VELOCITY

VENTILATION

VERTICAL

VERTICAL REINFORCING

VERTICAL GRAIN

VERIFY IN FIELD

VINYL

VOLUME

VERTICAL POINT OF CURVATURE

VERTICAL POINT OF INTERSECTION

VERTICAL POINT OF TANGENCY

VERSUS, VAPOR SEAL

VENT THROUGH ROOF

VINYL WALL COVERING

WITH

WITHOUT

WATT, WEST, WIDE, WINDOW, WIRE,

WIDE FLANGE BEAM

WOOD BASE

WATER CLOSET, WATER COLUMN

WOOD, WIDTH

WIDE FLANGE, WASH FOUNTAIN

WIRE GLASS, WATER GAGE

WALL HYDRANT, WEEP HOLE

WROUGHT IRON

WATER LEVEL

WELDED

WIRE MESH

WEATHERPROOF

WATERSTOP, WATER SURFACE

WAINSCOT

WEIGHT, WATER TIGHT

WATERPROOF, WORKING POINT

WELDED WIRE FABRIC

EXPLOSION-PROOF

EXTRA STRONG

CROSS SECTION

DOUBLE EXTRA STRONG

YARD HYDRANT

YIELD STRENGTH

TOB

TOC

TOD

TOF

TOG

TOL

TOM

TOP

TOPO

TOS

TOW

TP

TPD

TPG

TR

TRANS

TRD

TYP

U

UG

ULT

UNFN

UNO

UTIL

V

VA

VAC

VAR

VB

VC

VCP

VCT

VEL

VENT

VERT

VERTS

VG

VIF

VIN

VOL

VPC

VPI

VPT

VS

VTR

VWC

W/

W/O

W

WB

WC

WD

WF

WG

WH

WI

WL

WLD

WM

WP

WS

WSCT

WT

WTHP

WWF

XP

XS

XSECT

XXS

YH

YS

REMOVE AND REPLACE

REMOVE AND SALVAGE

RADIUS, REGISTER, RISER

RETURN AIR

RESILIENT BASE, ROCK BERM

RECEPTACLE

ROOF DRAIN

RECESS

RECEIVED

RECTANGULAR

REDUCER

REFERENCE

REINFORCING

REMOVE

REQUIRED

RESILIENT

RETAINING, RETURN

REVISION, REVERSE

RESILIENT FLOORING

ROOFING

REFLECTED, REFLECTOR

ROUGH

RIGID GALVANIZED STEEL

PVC COATED RGS

RELIEF HOOD, RIGHT HAND,

RELATIVE HUMIDITY

REQUIRED LAP

RELIEF AIR

ROUND

RUNNING

ROUGH OPENING

RIGHT-OF-WAY

REVOLUTIONS PER MINUTE

RAILROAD

ROCK SLOPE PROTECTION

RECIRCULATING TEXTILE FILTER

RESILIENT VINYL TILE

READY

SOUTH, SINK

SUPPLY AIR

SOUND-ABSORBING MASONRY UNIT

SANITARY

SPLASH BLOCK

SOLID CORE

SCHEDULE

SCHEMATIC

SCREEN

STEEL/ALUMINUM EDGE

SECONDARY, SECONDS

SECTION

SEPARATE

SQUARE FOOT, SILT FENCE

SHEET GLASS, SEALANT GROOVE

SHOWER

SHEET

SHEATHING

SILENCE

SIMILAR

SLAB JOINT

SLOPE, STEEL LINTEL

SLOTTED

SLEEVE

SEAMLESS

SLAB ON GRADE

SOUNDPROOF, STANDPIPE

SPACING

SPECIFICATION

SUPPLY

SINGLE POLE SINGLE THROW

SET POINT

SQUARE

SHORT RADIUS

SERVICE SINK

STAINLESS STEEL

STREET

STATION

STANDARD

STIFFENER

STIRRUP

STEEL

STORAGE

STRUCTURAL, STRAIGHT

SUBSTITUTE

SUCTION

SUSPENDED

SQUARE YARD

SYMBOL

SYMMETRICAL

SYNTHETIC

SYSTEM

TOP AND BOTTOM

TONGUE AND GROOVE

TILE, TREAD

TOILET ACCESSORY, TEMPERED AIR

TANGENT

TEMPORARY BENCHMARK

TEMPORARY CONSTRUCTION EASEMENT

TROWELED EPOXY FLOORING

TEMPORARY, TEMPERATURE

THREAD

THICK

THRESHOLD

TACK BOARD

R&R

R&S

R

RA

RB

RCPT

RD

REC

RECD

RECT

RED

REF

REINF

REM

REQD

RESIL

RET

REV

RF

RFG

RFL

RGH

RGS

RGS-PVC

RH

RL

RLFA

RND

RNG

RO

ROW

RPM

RR

RSP

RTF

RVT

RY

S

SA

SAMU

SAN

SB

SC

SCH

SCHEM

SCN

SE

SEC

SECT

SEP

SF

SG

SH

SHT

SHTG

SIL

SIM

SJ

SL

SLTD

SLV

SMLS

SOG

SP

SPA

SPEC

SPLY

SPST

SPT

SQ

SR

SS

SST

ST

STA

STD

STIF

STIR

STL

STOR

STR

SUB

SUC

SUSP

SY

SYM

SYMM

SYN

SYS

T&B

T&G

T

TA

TAN

TBM

TCE

TEF

TEMP

THD

THK

THRESH

TKBD

NORTH, NEUTRAL

NOT APPLICABLE

NATURAL, NATIONAL

NORMALLY CLOSED

NEGATIVE

NEAR FACE, NON-FUSED

NOT IN CONTRACT

NORMALLY OPEN, NUMBER

NOMINAL

NOMINAL PIPE SIZE

NATIONAL PIPE THREAD

NEAR SIDE

NOT TO SCALE

NORMAL WATER LEVEL

OUT TO OUT

OUTSIDE AIR, OVERALL

ON CENTER

OVER CURRENT PROTECTION DEVICE

OUTSIDE DIAMETER

OPEN END DUCT

OUTSIDE FACE, OFFICE FURNISHING

OWNER FURNISHED CONTRACTOR

INSTALLED

OWNER FURNISHED OWNER INSTALLED

ORIGINAL GROUND

OVERHEAD

OPENING

OPPOSITE

OPTIONAL

OUTSIDE RADIUS

OVERFLOW ROOF DRAIN

ORIGINAL

OVERFLOW

OVERHANG

OUNCE

PAINT

PUBLIC ADDRESS

PARALLEL, PARAPET

PANIC BAR, PULL BOX

PARTICLE BOARD

POINT OF CURVE, PIECE, PRECAST

POINT OF COMPOUND CURVATURE

POUNDS PER CUBIC FOOT

PERCENT

PLAIN END

PEDESTAL

PENETRATION

PERFORATED

PERMANENT

PERPENDICULAR

POWER FACTOR

PREFACED MASONRY UNIT

PHASE

POINT OF INTERSECTION

PACKAGE

PLATE, PROPERTY LINE,

PRECAST LINTEL

PLASTER

PLATFORM

PLUMBING

POUNDS PER LINEAR FOOT

PNEUMATIC

POLISH

POSITIVE, POSITION

POLYPROPYLENE, POWER POLE

POINT OF REVERSE CURVATURE

PREFINISHED

PREFABRICATED

PRELIMINARY

PREPARE

PRESSURE

PRIMARY

PROPERTY, PROPOSED

PROTECTION

PIPE SUPPORT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH ABSOLUTE

POUNDS PER SQUARE INCH GAGE

PRESTRESSED

POINT, POINT OF TANGENCY

PARTITION

POLYVINYL CHLORIDE, POINT OF

VERTICAL CURVE

PAVEMENT

PLYWOOD

PLYWOOD WEB JOIST

PIEZOMETER

RATE OF FLOW

QUARRY TILE

QUARTER

QUANTITY

QUALITY

N

NA

NAT

NC

NEG

NF

NIC

NO

NOM

NPS

NPT

NS

NTS

NWL

O TO O

OA

OC

OCPD

OD

OED

OF

OFCI

OFOI

OG

OH

OPNG

OPP

OPT

OR

ORD

ORIG

OVFL

OVHG

OZ

P

PA

PAR

PB

PBD

PC

PCC

PCF

PCT

PE

PED

PEN

PERF

PERM

PERP

PF

PFMU

PH

PI

PKG

PL

PLAS

PLAT

PLBG

PLF

PNEU

POL

POS

PP

PRC

PREF

PREFAB

PRELIM

PREP

PRES

PRI

PROP

PROT

PS

PSF

PSI

PSIA

PSIG

PST

PT

PTN

PVC

PVMT

PWD

PWJ

PZ

Q

QT

QTR

QTY

QUAL

ID

IE

IF

IH

IMP

IN

INC

INF

INSTR

INSUL

INT

INTR

INV

IPS

IPT

IR

IRR

ISO

JB

JCT

JF

JST

JT

K

KB

KCMIL

KD

KO

KSI

KW

L

LAD

LAM

LATL

LB

LCTB

LDG

LDR

LE

LF

LG

LH

LIN

LIQ

LLH

LLV

LMLU

LNG

LOC

LP

LPS

LR

LT

LTD

LTG

LTL

LTNG

LV

LVL

LVR

LW

LWC

LWL

MA

MACH

MAINT

MAN

MATL

MAX

MB

MBR

MC

MCB

MCJ

MDMJ

MECH

MED

MFR

MH

MIN

MIR

MISC

MJ

ML

MLO

MMB

MO

MOD

MON

MPT

MRGWB

MS

MSL

MT

MU

MULL

MV

MW

INSIDE DIAMETER, INTERIOR DIMENSION

INVERT ELEVATION, FOR EXAMPLE

INSIDE FACE

INTAKE HOOD

IMPACT

INCH

INCLUDE, INCANDESCENT

INFLUENT

INSTRUMENTATION

INSULATION

INTERIOR, INTERSECTION

INTERMEDIATE, INTERIOR

INVERT

IRON PIPE SIZE

INTERNAL PIPE THREAD

INSIDE RADIUS, IRON ROD

IRRIGATION

ISOMETRIC

JUNCTION BOX

JUNCTION

JOINT FILLER

JOIST

JOINT

KIP

KNEE BRACE

THOUSAND CIRCULAR MILS

KNOCK DOWN

KNOCK OUT

KIPS PER SQUARE INCH

KILOWATT

ANGLE, LENGTH, LAVATORY, LINTEL

LADDER

LAMINATE

LATERAL

LAG BOLT, POUND

LIQUID CHALK AND TACK BOARD

LANDING

LEADER

LIFTING EYE

LINEAR FOOT

LONG

LEFT HAND

LINEAR

LIQUID

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LIQUID MARKER LECTURE UNIT

LONGITUDINAL

LOCATION

LOW POINT

LOW-PRESSURE SODIUM

LONG RADIUS

LEFT

LIMITED

LIGHTING

LINTEL

LIGHTNING

LOW VOLTAGE

LAMINATED VENEER LUMBER

LOUVER

LIGHTWEIGHT

LIGHTWEIGHT CONCRETE

LOW WATER LEVEL

MIXED AIR

MACHINED

MAINTENANCE

MANUAL

MATERIAL

MAXIMUM

MACHINE BOLT

MEMBER

MECHANICAL CONTRACTOR,

MECHANICAL COUPLING,

MOMENT CONNECTION

METAL CORNER BEAD

MASONRY CONTROL JOINT

MODIFIED DOUBLE MECHANICAL JOINT

MECHANICAL

MEDIUM

MANUFACTURER

MANHOLE, METAL HALIDE

MINIMUM

MIRROR

MISCELLANEOUS

MECHANICAL JOINT

MASONRY LINTEL

MAIN LUGS ONLY

MEMBRANE

MASONRY OPENING

MODULAR, MODIFY

MONUMENT

MALE PIPE THREAD

MOISTURE-RESISTANT

GYPSUM WALLBOARD

MOP SINK

MEAN SEA LEVEL

MOUNT

MASONRY UNIT

MULLION

MEDIUM VOLTAGE

MONITORING WELL

F TO F

F&B

FAB

FB

FBD

FBG

FBM

FBO

FC

FCA

FD

FDC

FDR

FDTN

FE

FEC

FES

FEXT

FF

FG

FH

FIG

FIN

FJT

FL

FLEX

FLG

FLOR

FLR

FLS

FN

FO

FOB

FOC

FOF

FOM

FOS

FOT

FPT

FR

FRP

FRTM

FS

FT

FTG

FUR

FURN

FUT

FV

FW

FWD

FWE

FXTR

G

GA

GAL

GALV

GB

GC

GD

GEN

GFCI

GFMU

GG

GJ

GL

GLB

GND

GP

GR

GRTG

GSB

GT

GVL

GW

GWB

GYP

H

HB

HBD

HC

HD

HDR

HDW

HEX

HGR

HH

HID

HM

HORIZ

HP

HPC

HPS

HPT

HR

HS

HSS

HT

HTG

HV

HVAC

HWD

HWL

HYD

HZ

FACE TO FACE

FACE AND BYPASS

FABRICATE

FLOOR BEAM

FIBERBOARD

FIBERGLASS

BOARD FOOT MEASURE

FURNISHED BY OWNER

FLUSHING CONNECTION

FLANGED COUPLING ADAPTER

FLOOR DRAIN

FLEXIBLE DUCT CONNECTION

FEEDER

FOUNDATION

FLANGED END

FIRE EXTINGUISHER CABINET

FLARED END SECTION

FIRE EXTINGUISHER

FAR FACE, FACTORY FINISH, FLAT FACE

FINISHED GRADE

FIRE HYDRANT

FIGURE

FINISH

FLUSH JOINT

FLOW, FLOW LINE

FLEXIBLE

FLANGE

FLUORESCENT

FLOOR

FLASHING, FLUSH

FENCE

FINISHED OPENING

FLAT ON BOTTOM

FACE OF CONCRETE, FACE OF CURB

FACE OF FINISH

FACE OF MASONRY

FACE OF STUDS

FLAT ON TOP

FEMALE PIPE THREAD

FRAME

FIBERGLASS REINFORCED PLASTIC

FIRE RETARDANT TREATED MATERIAL

FLOOR SINK, FAR SIDE

FEET, FOOT

FOOTING, FITTING

FURRED, FURRING

FURNITURE, FURNISH

FUTURE

FACE VELOCITY

FIELD WELD, FIRE WALL

FORWARD

FURNISHED WITH EQUIPMENT

FIXTURE

GRILLE, GROUND

GAGE (METAL THICKNESS)

GALLON

GALVANIZED

GRAB BAR, GRADE BREAK

GROOVED COUPLING

GUARD

GENERAL

GROUND FAULT CIRCUIT INTERRUPTER

GROUND FACE MASONRY UNIT

GUTTER GRADE

GROOVED JOINT

GLASS

GLASS BLOCK, GLULAM BEAM

GROUND

GUY POLE

GRADE

GRATING

GYPSUM SHEATHING BOARD

GREASE TRAP

GRAVEL

GUY WIRE

GYPSUM WALLBOARD

GYPSUM HARDBOARD

HIGH

HOSE BIBB

HARDBOARD

HANDICAPPED, HOLLOW CORE, HORIZONTAL

CURVE, HORIZONTAL CENTERLINE

HEAD, HOT DIP

HEADER

HARDWARE

HEXAGONAL

HANGER

HANDHOLE

HIGH-INTENSITY DISCHARGE

HOLLOW METAL

HORIZONTAL

HIGH POINT, HORSEPOWER

HORIZONTAL POINT OF CURVATURE

HIGH-PRESSURE SODIUM

HORIZONTAL POINT OF TANGENCY

HOSE REEL, HOUR

HEADED STUD, HIGH STRENGTH

HOLLOW STRUCTURAL SHAPE

HEIGHT

HEATING

HIGH VOLTAGE

HEATING, VENTILATING AND

AIR CONDITIONING

HARDWOOD

HIGH WATER LEVEL

HYDRAULIC

HERTZ, CYCLES PER SECOND

CLKG

CLR

CMH

CMP

CMU

CO

COL

COM

COMB

COMM

COMP

CON

CONC

CONN

CONST

CONT

COR

CORR

CP

CPLG

CRL

CSC

CSK

CSS

CT

CTJ

CTR

CTRL

CVT

CU

CW

CY

d

D

DB

DBA

DBL

DC

DEG

DEG C

DEG F

DEMO

DEP

DEPT

DET

DI

DIA

DIAG

DIFF

DIM

DISCH

DIST

DIV

DL

DMJ

DMPF

DN

DO

DP

DPDT

DPST

DS

DT

DUP

DWG

DWL

DWR

E

EA

EC

ECC

ED

EDB

EE

EF

EFF

EHH

EIFS

EJ

EL

ELEC

EMBD

EMER

EMH

ENCL

ENGR

ENTR

EOP

EQ

EQUIP

EQUIV

ES

ESEW

EST

EW

EWC

EWEF

EWTB

EXC

EXH

EXP

EXST

EXT

CAULKING

CLEAR

COMMUNICATION MANHOLE

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CLEANOUT, CONCRETE OPENING, CONTRACTING

OFFICER

COLUMN

COMMON

COMBINATION

COMMUNICATION

COMPOSITION, COMPRESSIBLE,

COMPOSITE

CONCENTRIC

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

CONTRACTORS OFFICERS REPRESENTATIVE

CORROSIVE, CORRUGATED

CHECKER PLATE, CONTROL POINT

COUPLING

CORROSION-RESISTANT LINING

COMPRESSION SLEEVE COUPLING

COUNTERSINK

CLINIC SERVICE SINK

CERAMIC TILE

CONTRACTION JOINT

CENTER

CONTROL

CULVERT

COPPER, CUBIC

CLOCKWISE

CUBIC YARD

PENNY (NAIL MEASURE)

DEEP, DIFFUSER, DRAIN

DUCT BANK, DECIBEL, DRY BULB

DEFORMED BAR ANCHOR

DOUBLE

DIRECT CURRENT

DEGREE

DEGREE CENTIGRADE

DEGREE FAHRENHEIT

DEMOLITION

DEPRESSED

DEPARTMENT

DETAIL

DROP INLET, DUCTILE IRON, DIGITAL INPUT

DIAMETER

DIAGONAL, DIAGRAM

DIFFERENTIAL, DIFFERENCE

DIMENSION

DISCHARGE

DISTANCE, DISTRIBUTION

DIVISION

DEAD LOAD

DOUBLE MECHANICAL JOINT

DAMP PROOFING

DOWN

DISSOLVED OXYGEN, DIGITAL OUTPUT, DITTO

DEPTH

DOUBLE POLE, DOUBLE THROW

DOUBLE POLE, SINGLE THROW

DOWN SPOUT

DOUBLE TEE, DRIP TRAP ASSEMBLY

DUPLICATE

DRAWING

DOWEL

DRAWER

EAST

EACH, EXHAUST AIR

ELECTRICAL CONTRACTOR

ECCENTRIC

EQUIPMENT DRAIN

ELECTRICAL DUCT BANK

EACH END

EACH FACE

EFFLUENT, EFFICIENCY

ELECTRICAL HANDHOLE

EXTERIOR INSULATION &

FINISH SYSTEM

EXPANSION JOINT

ELBOW, ELEVATION

ELECTRICAL

EMBEDDED

EMERGENCY

ELECTRICAL MANHOLE

ENCLOSURE

ENGINEER

ENTRANCE

EDGE OF PAVEMENT

EQUAL

EQUIPMENT

EQUIVALENT

EACH SIDE, EQUAL SPACE,

EMERGENCY SHOWER

EMERGENCY SHOWER AND EYE WASH

ESTIMATE

EACH WAY, EMERGENCY

EYE/FACE WASH

ELECTRIC WATER COOLER

EACH WAY, EACH FACE

EACH WAY, TOP AND BOTTOM

EXCAVATION

EXHAUST

EXPANSION, EXPOSED

EXISTING

EXTERIOR, EXTERNAL, EXTENSION

A/C

A/E

A

AB

ABAN

ABC

ABT

AC

ACK

ACP

ACST

AD

ADDL

ADH

ADJ

AF

AFF

AFG

AGGR

AI

AIC

ALIG

ALT

ALUM

AM

AMB

ANC

AO

AP

APRX

APVD

ARCH

ASSY

AT

ATC

ATM

AUTO

AUX

AVE

AVG

AWG

AWT

B TO B

BAL

BBD

BC

BD

BE

BF

BITUM

BKG

BL

BLDG

BLK

BLKG

BM

BOC

BOD

BOG

BOL

BOP

BOR

BOT

BOU

BP

BRG

BRGP

BRKT

BS

BTU

BTW

BTWLD

BU

BUR

BW

BYP

CTOC

C&G

C

CAB

CAP

CAT

CAV

CB

CCB

CCW

CDF

CE

CER

CF

CFL

CHBD

CHD

CHFR

CHH

CI

CIP

CIPB

CIRC

CJ

CKT

CL

CLG

AIR CONDITIONING

ARCHITECT/ENGINEER

AMPERE

ANCHOR BOLT

ABANDON

AGGREGATE BASE COURSE

ABOUT

ALTERNATING CURRENT

ACKNOWLEDGE

ACOUSTIC CEILING PANEL,

ASPHALTIC CONCRETE PAVEMENT

ACOUSTIC

ADDENDUM, AREA DRAIN

ADDITIONAL

ADHESIVE

ADJUSTABLE, ADJACENT

AMP FRAME, AMP FUSE

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AGGREGATE

AREA INLET, ANALOG INPUT

AMPS INTERRUPTING CAPACITY

ALIGNMENT

ALTERNATE, ALTITUDE

ALUMINUM

ACOUSTICAL MATERIAL

AMBIENT

ANCHOR

ANALOG OUTPUT

ACCESS PANEL

APPROXIMATE

APPROVED

ARCHITECTURAL

ASSEMBLY

ACOUSTICAL TILE, AMP TRIP

ACOUSTICAL TILE CEILING

ATMOSPHERE

AUTOMATIC

AUXILIARY

AVENUE

AVERAGE

AMERICAN WIRE GAGE

ACOUSTICAL WALL TILE

BACK TO BACK

BALANCE

BULLETIN BOARD

BASE CABINET, BOTTOM CHORD,

BOLT CENTER, BOLT CIRCLE

BOARD

BOTH ENDS, BELL END

BOTH FACES, BOTTOM FACE,

BLIND FLANGE, BOARD FEET

BITUMINOUS

BACKING

BASE LINE

BUILDING

BLOCK

BLOCKING

BENCHMARK, BEAM

BACK OF CURB

BOTTOM OF DUCT

BOTTOM OF GRILLE

BOTTOM OF LOUVER, BOLLARD

BOTTOM OF PIPE

BOTTOM OF REGISTER

BOTTOM

BOTTOM OF UNIT

BASE PLATE

BEARING

BEARING PLATE

BRACKET

BOTH SIDES

BRITISH THERMAL UNIT

BETWEEN

BUTT WELD

BELL UP, BUILT-UP

BUILT-UP ROOFING

BOTH WAYS

BYPASS

CENTER TO CENTER

CURB AND GUTTER

CHANNEL SHAPE, CENTIGRADE, CONDUIT

CABINET

CAPACITY

CATALOG, CATALOGIORY

CAVITY

CATCH BASIN

CONCRETE BLOCK

COUNTER CLOCKWISE

CONTROLLED-DENSITY FILL

CONCRETE EDGE

CERAMIC

CUBIC FEET (FOOT)

COUNTER FLASHING

CHALKBOARD

CHORD

CHAMFER

COMMUNICATION HANDHOLE

CURB INLET

CAST-IN-PLACE

CONCRETE INTERLOCKING PAVER

BALLAST

CIRCULATION, CIRCULAR

CONSTRUCTION JOINT

CIRCUIT

CENTERLINE, CLASS, CLOSE

CEILING

GENERAL NOTES:

A. THESE ABBREVIATIONS APPLY TO THE ENTIRE SET

OF CONTRACT DRAWINGS.

B. LISTING OF ABBREVIATIONS DOES NOT IMPLY THAT

ALL ABBREVIATIONS ARE USED IN THE CONTRACT

DRAWINGS.

C. ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE

VARIATIONS OF A WORD. FOR EXAMPLE, "MOD" MAY

MEAN MODIFY OR MODIFICATION, "INC" MAY MEAN

INCLUDED OR INCLUDING, AND "REINF" MAY MEAN

REINFORCE OR REINFORCING.

D. SEE INSTRUMENTATION LEGEND SHEET FOR

PROJECT-SPECIFIC EQUIPMENT AND PIPING SYSTEM

ABBREVIATIONS.

TOTAL INORGANIC NITROGENTIN

TOTAL KJELDAHL NITROGENTKN

GDP

GPM

GALLONS PER DAY

GALLONS PER MINUTE

MG/L MILLIGRAMS PER LITER

RIGHTRT

BOD5 BIOCHEMICAL OXYGEN DEMAND, 5-DAY

TOTAL SUSPENDED SOLIDSTSS

COOR COORDINATE

PRE-ENGINEERED BUILDINGPEB

PRE-ENGINEERED BUILDING MANUFACTURERPEBM

CLSM CONTROLLED LOW STRENGTH MATERIAL

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

A u to d e s k D o c s /1

N P

S S te h e k in

W W

T P

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G e n e ra l.

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NORTH CASCADES NATIONAL PARK

156728

GENERAL ABBREVIATIONSJ. GUZMAN

K. GREER

J. HILL

-00- 3 1416/19/23

X

X

X

X

XXX

X

ROOM

NAME

XX-XX

ARCHITECTURAL

KEY NOTE DESIGNATION

PLAN TITLE

SECTION CUT MARKER

DETAIL MARKER

SINGLE ELEVATION OR PHOTO MARKER

MULTIPLE ELEVATION OR PHOTO MARKER

DETAIL MARKER

SECTION TITLE

ELEVATION TITLE

DETAIL TITLE

FULL BUILDING SECTION CUT MARKER

SINGLE ELEVATION OR PHOTO MARKER

1/4" = 1'-0"

X

XXX 3/8" = 1'-0"

XXX

XXXXXX

X

XXX 1/4" = 1'-0"

X

XXX

X

XXX

X

XXX 3" = 1'-0"

X

XXX

A

X

XXX

X

XXX

KEY NOTE NUMBER

LOUVER

WINDOW TYPE

WALL TYPE

COLUMN GRID LINE

ROOM NUMBER

DOOR NUMBER

ACCESSORY, FURNITURE,

AND MISCELLANEOUS

EQUIPMENT IDENTIFIER

ARROW INDICATES

DIRECTION OF PLAN

NORTH

4-HOUR FIRE RATED WALL

3-HOUR FIRE RATED WALL

2-HOUR FIRE RATED WALL

1-HOUR FIRE RATED WALL

COLUMN GRID LINE/CENTERLINE

FOR REFERENCING DETAILS BOUND IN

SPECIFICATIONS OR SEPARATE VOLUME.

SHEET WHERE SECTION

IS LOCATED

SHEET WHERE SECTION

VIEW IS FIRST CUT *

SHEET WHERE DETAIL

IS LOCATED *

ELEVATION

IDENTIFICATION NUMBER

SHEET WHERE POINT OF VIEW

MARKER CAN BE FOUND *

* EXCEPTIONS WHERE THE SHEET NUMBER IS REPLACED BY A DASH (-).

1) FOR COMMON DETAILS, SECTIONS, ELEVATIONS OR DETAILS

THAT ARE CUT OR CALLED OUT ON MULTIPLE SHEETS.

2) SECTIONS, ELEVATIONS OR DETAILS THAT ARE LOCATED ON THE

SAME SHEET THEY ARE CUT OR CALLED OUT ON.

ARROW

INDICATES POINT

OF VIEW

SHEET WHERE ELEVATION

IS LOCATED *

ARROW INDICATES POINT OF

VIEW ELEVATION

INDICATES SHEET WHERE

ELEVATION IS LOCATED

FOR REFERENCING DETAILS INCLUDED IN DRAWING SET.

X

XX

X

SECTION LETTER

FLAG INDICATES

DIRECTION OF SECTION

CUT

SECTION LETTER

DETAIL NUMBER

SHEET WHERE DETAIL

IS LOCATED *

DETAIL NUMBER

INTERIOR EXTERIOR

ELEVATION NUMBER

ELEVATION NUMBER

SHEET WHERE

SECTION IS LOCATED

SECTION LETTER

ARROW INDICATES

POINT OF VIEW

SHEET WHERE

ELEVATION IS LOCATED *

INTERIOR EXTERIOR

ELEVATION NUMBER

TARGET ELEVATION

ARROW INDICATES

DIRECTION OF SECTION

CUT

GENERAL LINE SYMBOLOGY

GENERAL SYMBOLOGY

PLAN

SECTION

DETAIL

ELEVATION

X

XXX

X

XXX

MATERIALS IN PLAN/SECTION

RIPRAP (PLAN AND/OR SECTION)

WEEP JOINT MORTAR

PROTECTION SYSTEM (SECTION)

SOD (SECTION)

FILTER POINT MAT (PLAN)

GRATING (PLAN)

PARTICLE BOARD (SECTION)

ORIENTED STRAND BOARD (SECTION)

GLULAM LUMBER (SECTION)

FINISHED WOOD (SECTION)

BRICK MASONRY (PLAN AND/OR SECTION)

ACOUSTICAL CEILING TILE (SECTION)

PLYWOOD (SMALL-SCALE SECTION)

GROUT (SECTION)

ASPHALT (LARGE-SCALE SECTION)

DEMOLITION (PLAN AND/OR SECTION)

CONCRETE (PLAN AND/OR SECTION)

GRANULAR FILL (SECTION)

EARTH (SECTION)

GRATING (SECTION)

CHECKERED PLATE (PLAN)

BATT INSULATION (SECTION)

WOOD - CONTINUOUS (SECTION)

METAL (SECTION)

RIGID INSULATION (SECTION)

WOOD - BLOCKING (SECTION)

PLYWOOD (LARGE-SCALE SECTION)

GYPSUM BOARD (SECTION)

SAND (SECTION)

CONCRETE MASONRY (PLAN

AND/OR SECTION)

PRECAST CONCRETE (PLAN

AND/OR SECTION)

ASPHALT (PLAN OR SMALL-SCALE SECTION)

X

XXX

GENERAL NOTES:

A. THIS IS A STANDARD SHEET SHOWING COMMON

SYMBOLOGY. ALL SYMBOLS ARE NOT NECESARILY

USED ON THIS PROJECT.

B. SCREENING OR SHADING OF WORK IS USED TO

INDICATE EXISTING COMPONENTS OR TO DE-

EMPHASIZE PROPOSED IMPROVEMENTS TO

LIGHTLIGHT SELECTED TRADE WORK. REFER TO

CONTEXT OF EACH SHEET FOR USAGE.

SHEET TYPE DESIGNATOR

DISCIPLINE DESIGNATOR & DISCIPLINE ORDER

EXAMPLE

SHEET TYPE DESIGNATOR

SHEET NUMBER

DISCIPLINE DESIGNATOR

BUILDING OR AREA DESIGNATION

GENERAL (SYMBOLS, LEGENDS)

PLANS

ELEVATIONS

SECTIONS

LARGE SCALE VIEWS

DETAILS

SCHEDULES AND DIAGRAMS

PROFILES

3D REPRESENTATIONS

G X C S A D M P E Y

0 3

S

0 1

0 3 S 3 0 1

WWTP YARD

STRUCTURAL

SECTIONS

SHEET 01

EXAMPLE

GENERAL

DEMOLITION

CIVIL

STRUCTURAL

ARCHITECTURAL

PROCESS

MECHANICAL (HVAC)

PLUMBING

ELECTRICAL

PROCESS, INSTRUMENTATION AND CONTROLS (P&ID's)

SHEET NAMING CONVENTION

A. FULL TONE AND CROSS-HATCHED AREAS INDICATE MATERIAL OR EQUIPMENT TO BE REMOVED.

B. EXISTING SURFACES DISTURBED BY WORK IN THIS CONTRACT SHALL BE PATCHED AND FINISHED TO MATCH ADJACENT SURFACES

IN A MANNER THAT ELIMINATES EVIDENCE OF PATCHING AND REPAIRING.

C. REMOVAL WORK SHALL BE DONE IN SUCH A MANNER AS TO PREVENT MATERIALS FROM DAMAGING ADJACENT STRUCTURES OR STRUCTURES BELOW. RESTORE EXPOSED FINISHES OF PATCHED OR REPAIRED AREAS AND EXTEND FINISH RESTORATION INTO ADJOINING CONSTRUCTION TO REMAIN IN A MANNER THAT ELIMINATES EVIDENCE OF PATCHING AND REPAIRING. DEMOLISH AND REMOVE EXISTING CONSTRUCTION ONLY TO THE EXTENT REQUIRED BY NEW CONSTRUCTION AND AS INDICATED.

D. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF EXISTING STRUCTURES SURROUNDING THE CONTRACT AREA.

DAMAGE TO EXISTING STRUCTURES OR EQUIPMENT SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE GOVERNMENT.

E. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF WORK. THE CONTRACTOR SHALL NOTIFY THE CO PRIOR TO REMOVAL OF MATERIAL OR EQUIPMENT NOT INDICATED ON THE DRAWINGS TO BE REMOVED.

F. ALL DEMOLITION WORK IS TO BE COORDINATED WITH NEW WORK. IF UNDOCUMENTED CONDITIONS EXIST THAT ARE AFFECTED BY

NOTED DEMOLITION, CONTACT THE CO BEFORE PROCEEDING.

G. REMOVE/DEMOLISH: REMOVE AND LEGALLY DISPOSE OF ALL ITEMS EXCEPT ITEMS INDICATED TO BE REINSTALLED, SALVAGED, OR

TO REMAIN THE OWNER'S PROPERTY.

H. EXISTING TO REMAIN: PROTECT CONSTRUCTION INDICATED TO REMAIN AGAINST DAMAGE AND SOILING DURING SELECTIVE DEMOLITION. WHEN PERMITTED BY THE CO ITEMS MAY BE REMOVED TO A SUITABLE, PROTECTED STORAGE LOCATION DURING SELECTIVE DEMOLITION AND THEN CLEANED AND REINSTALLED IN THEIR ORIGINAL LOCATIONS.

I. DISPOSAL: PROMPTLY DISPOSE OF DEMOLISHED MATERIALS. DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON SITE.

J. EXCEPT FOR ITEMS OR MATERIALS INDICATED TO BE REUSED, SALVAGED, REINSTALLED, OR OTHERWISE INDICATED TO REMAIN THE GOVERNMENT'S PROPERTY, DEMOLISHED MATERIALS SHALL BECOME THE CONTRACTOR'S PROPERTY AND SHALL BE REMOVED

FROM THE SITE WITH FURTHER DISPOSITION AT THE CONTRACTOR'S OPTION.

K. IDENTIFY AND ACCURATELY LOCATE CAPPED UTILITIES AND OTHER SUBSURFACE STRUCTURAL, ELECTRICAL, OR MECHANICAL

CONDITIONS.

L. UTILITY REQUIREMENTS: LOCATE, IDENTIFY, SHUT OFF, DISCONNECT, AND SEAL OR CAP OFF INDICATED UTILITY SERVICES

SERVING BUILDING TO BE SELECTIVELY DEMOLISHED.

M. REGULATORY REQUIREMENTS: COMPLY WITH GOVERNMENTAL AGENCIES BEFORE STARTING SELECTIVE DEMOLITION. COMPLY

WITH HAULING AND DISPOSAL REGULATIONS OF AUTHORITIES HAVING JURISDICTION.

N. STORAGE OR SALE OF REMOVED ITEMS OR MATERIALS ON SITE WILL NOT BE PERMITTED.

O. SURVEY THE CONDITION OF THE BUILDING TO DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN STRUCTURAL DEFICIENCY OR UNPLANNED COLLAPSE OF ANY PORTION OF THE STRUCTURE OR ADJACENT STRUCTURES DURING SELECTIVE

DEMOLITION.

P. PERFORM SURVEYS AS THE WORK PROGRESSES TO DETECT HAZARDS RESULTING FROM SELECTIVE DEMOLITION ACTIVITIES.

Q. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN IN SERVICE AND PROTECT THEM AGAINST DAMAGE DURING SELECTIVE

DEMOLITION OPERATIONS.

R. DRAIN, PURGE, OR OTHERWISE REMOVE, COLLECT, AND DISPOSE OF CHEMICALS, GASES, EXPLOSIVES, ACIDS, FLAMMABLES, OR OTHER DANGEROUS MATERIALS BEFORE PROCEEDING WITH SELECTIVE DEMOLITION OPERATIONS.

S. COVER AND PROTECT FURNITURE AND EQUIPMENT THAT HAS NOT BEEN REMOVED OR EXISTING TO REMAIN.

T. ERECT AND MAINTAIN DUST PROOF PARTITIONS AND TEMPORARY ENCLOSURES TO LIMIT DUST AND DIRT MIGRATION AND TO

SEPARATE AREAS FROM FUMES.

U. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT SURFACES AND AREAS.

V. PATCH AND REPAIR FLOOR, WALL SURFACES, AND CEILINGS IN THE NEW SPACE WHERE DEMOLISHED WALLS OR PARTITIONS EXTEND ONE FINISHED AREA INTO ANOTHER. PROVIDE A FLUSH AND EVEN SURFACE OF UNIFORM COLOR AND APPEARANCE.

W. STAGE DEMOLITION AND NEW CONSTRUCTION SO AS NOT TO OBSTRUCT OR BREACH EXISTING SYSTEMS.

X. SEE ADDITIONAL DEMOLITION GENERAL NOTES KEY NOTES ON SPECIFIC SHEETS FOR FURTHER DETAILED DESCRIPTION FOR WORK

TO BE PREFORMED.

GENERAL DEMOLITION NOTES

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

A u to d e s k D o c s /1

N P

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NORTH CASCADES NATIONAL PARK

156728

GENERAL LEGEND AND

NOTES

J. GUZMAN

K. GREER

J. HILL

-00- 1416/19/23 4

1416/19/23 5

6 1416/19/23

7 1416/19/23

14186/19/23

14196/19/23

GENERAL

G1. SCOPE

THE NOTES ON THIS SHEET AND THE STANDARD STRUCTURAL DETAILS ARE GENERAL AND

APPLY TO THE ENTIRE PROJECT WHETHER SPECIFICALLY CALLED OUT OR NOT, EXCEPT

WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY ON STRUCTURAL SHEETS. IF

THERE ARE QUESTIONS, THEY SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER AND

ANSWERED IN WRITING PRIOR TO CONSTRUCTION.

G2. APPLICABLE SPECIFICATIONS AND CODES

A. INTERNATIONAL BUILDING CODE, IBC 2021 WITH APPLICABLE EDITIONS OF THE CODE REFERENCED

STANDARDS.

B. ACI 318-19

C. TMS 402-16, 602-16

D. NATIONAL PARK STANDARDS

G3. DESIGN CRITERIA

1. APPLIES TO ALL STRUCTURES (UNO)

A. DEAD LOAD:

1. ACTUAL TRIBUTARY STRUCTURE WEIGHT

2. SUPERIMPOSED DEAD LOAD:

B. LIVE LOAD:

1. ELEVATED FLOORS: 250 PSF

2. WALKWAYS, STAIRS, GRATING: 100 PSF

3. SLAB ON GRADE: 250 PSF

4. ROOF: 20 PSF (NOT REDUCIBLE)

C. WIND:

1. BASIC WIND SPEED: 110 MPH

2. RISK CATEGORY: III

2. EXPOSURE CATEGORY: C

3. ALL STRUCTURES ARE ENCLOSED EXCEPT AS FOLLOWS: SNOW PROTECTION STRUCTURE

D. SEISMIC:

1. ABOVE GRADE, NON WATER BEARING STRUCTURES:

a. RISK CATEGORY, III

b. IMPORTANCE FACTOR: 1.25

c. SPECTRAL RESPONSE ACCELERATION, SS = 0.541

d. SPECTRAL RESPONSE ACCELERATION, S1 = 0.209

e. SITE CLASS: D

f. SEISMIC DESIGN CATEGORY: D

g. SPECTRAL RESPONSE COEFFICIENT, SDS = 0.493

h. SPECTRAL RESPONSE COEFFICIENT, SD1 = 0.459

i. BASIC SEISMIC FORCE RESISTING SYSTEM: MASONRY LOAD BEARING WALLS

j. ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE

AT HEADWORKS ADDITION

k. DESIGN BASE SHEAR: 25 KIPS AT HEADWORKS ADDITION

l. SEISMIC RESPONSE COEFFICIENT, Cs = 0.3081

m. RESPONSE MODIFICATION FACTOR, R = 2

E. SNOW LOAD:

1. GROUND SNOW LOAD = 165 PSF

2. SLOPED ROOF SNOW LOAD = 165 PSF

3. UNBALANCED ROOF LOAD = 181.5 PSF

3. EXPOSURE FACTOR = 1.1

4. IMPORTANCE FACTOR = 1.1

5. THERMAL FACTOR = 1.0

G4. THE FOLLOWING NON-CONTRACTUAL GEOTECHNICAL REPORT WAS DEVELOPED FOR THIS

PROJECT AND IS THE BASIS OF THIS STRUCTURAL DESIGN:

GEOTECHNICAL FIRM NAME: SHANNON & WILSON

ADDRESS: 400 N 34TH STREET, SUITE 100

SEATTLE, WA 98103

REPORT NUMBER: 106705-001

REPORT DATE: JULY 26, 2022

1. FROST DEPTH: = 36 IN

2. ALLOWABLE BEARING PRESSURE = 3 KSF

G5. SAFETY

SAFETY AND STRUCTURE STABILITY DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY

OF THE CONTRACTOR. STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN LIVE

LOADS ONLY AS A COMPLETED STRUCTURE.

G6. OPENINGS

OPENINGS FOR PIPES, DUCTS, CONDUITS, ETC. ARE NOT ALL SHOWN ON THE

STRUCTURAL DRAWINGS. COORDINATE AND PROVIDE OPENINGS AS REQUIRED TO

ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND

OTHERWISE REQUIRED FOR THE FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT.

REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE

SHOWN.

G7. SPECIAL INSPECTIONS

SPECIAL INSPECTIONS ARE REQUIRED IN ACCORDANCE WITH CHAPTER 1 AND CHAPTER 17

OF THE IBC. THE CONTRACTOR IS RESPONSIBLE FOR SPECIAL INSPECTIONS (STSI) BY QUALIFIED

PERSONNEL. THE CONTRACTOR SHALL PROVIDE FOR FULL ACCESS TO THE WORK

BY STSI AGENTS AND SHALL PROVIDE FOR THESE INSPECTIONS IN THEIR

CONSTRUCTION SCHEDULE IN ACCORDANCE WITH THE SPECIFICATIONS. THE SPECIAL

INSPECTION PROGRAM AND STATEMENT OF SPECIAL INSPECTIONS SHALL BE IN ACCORDANCE

WITH 01 45 33.

G8. STANDARD DETAILS

THE STANDARD DETAILS DEPICT TYPICAL DETAILING TO BE USED ON THIS PROJECT. IF

CONDITIONS ARE NOT EXPLICITLY SHOWN ON THE DRAWINGS THEY SHALL BE MADE

SIMILAR TO THE STANDARD DETAILS. OBTAIN APPROVAL OF THE CONTRACTING OFFICER IN

WRITING FOR SIMILAR CONDITIONS PRIOR TO CONSTRUCTION.

G9. FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING

CONSTRUCTION AS REQUIRED TO COORDINATE NEW CONSTRUCTION. SUBMIT REQUIRED

CHANGES FOR APPROVAL.

G10. SUBMIT FOR REVIEW ALL EQUIPMENT SIZES, OPERATING WEIGHTS, VIBRATION FORCES,

SUPPORT LOCATIONS, ALONG WITH ANY FLOOR OPENINGS, NOTCHES, AND RECESSES

REQUIRED BY SUCH EQUIPMENT. CONCRETE SUPPORT PADS AND/OR FRAMING REQUIRED

TO SUPPORT SAID EQUIPMENT SHALL NOT BE FABRICATED AND PLACED UNTIL THE CONCRETE

SUPPORT PADS AND/OR FRAMING IS APPROVED TO SUPPORT THE EQUIPMENT.

CONCRETE

C1. DESIGN STRENGTHS:

F'c = 4,500 PSI REBAR Fy = 60,000 PSI PRECAST F'c = 5,000 PSI

C2. CONCRETE COVER

UNLESS OTHERWISE NOTED, PROVIDE CONCRETE COVER FOR REINFORCING AS FOLLOWS:

CONCRETE DEPOSITED AGAINST EARTH: 3"

FORMED SURFACES EXPOSED TO WEATHER OR IN CONTACT WITH EARTH:

a. 2 INCH FOR REINFORCING BARS #6 OR LARGER.

b. 1-1/2 INCH FOR REINFORCING BARS LESS THAN #6.

INTERIOR SURFACES:

a. 1-1/2 INCH FOR BEAMS, GIRDERS, AND COLUMNS.

b. 3/4 INCH FOR SLABS, WALLS AND JOINTS.

ALL OTHER: 2"

SEE DRAWINGS FOR EXCEPTIONS

C3. SEE SPECIFICATIONS FOR REINFORCING PLACEMENT REQUIREMENTS.

C4. REFER TO OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION FOR EMBEDDED ITEMS

AND PENETRATIONS NOT SHOWN ON STRUCTURAL DRAWINGS. AS REQUIRED TO

ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND

OTHERWISE REQUIRED FOR THE FURNISHING OF A FUNCTIONALLY COMPLETE PROJECT.

REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE

SHOWN.

C5. PROVIDE 3/4" CHAMFERS AT ALL EXPOSED EDGES. NOT ALL CHAMFERS MAY BE SHOWN

ON DRAWINGS.

C6. FIELD ADJUST REINFORCING AT OPENINGS AND EMBEDDED ITEMS AS INDICATED.

C7. ANCHOR BOLTS NOT SPECIFIED BY ENGINEER SHALL BE DESIGNED AND CERTIFIED BY A

REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON, RETAINED

BY THE CONTRACTOR, IN ACCORDANCE WITH APPLICABLE PROJECT AND CODE REQUIREMENTS.

SUBMIT AS A SHOP DRAWING FOR REVIEW AND APPROVAL BY THE ENGINEER. COORDINATE

LOCATION, SIZE AND EMBEDMENT PRIOR TO CASTING CONCRETE.

C8. CONTINUOUS WATERSTOP SHALL BE INSTALLED IN JOINTS SUBJECT TO STATIC WATER

PRESSURE.

C9. ABSOLUTELY NO WELDING OF REINFORCING BARS OR TORCHING TO BEND REINFORCING

BARS SHALL BE ALLOWED WITHOUT SPECIFIC APPROVAL FROM THE STRUCTURAL

ENGINEER.

C10. CONTRACTOR SHALL SUBMIT A CONCRETE PLACEMENT PLAN PER SPECIFICATION 03 31 31

IDENTIFYING JOINT TYPES, JOINT LOCATIONS AND CONCRETE PLACEMENT SEQUENCE.

C11. ALL CAST IN PLACE AND POST-INSTALLED ANCHORS INDICATED IN THE STRUCTURAL

DOCUMENTS SHALL COMPLY WITH CHAPTER 17 OF ACI 318 AND CHAPTER 19 OF THE

IBC. ALL EXPANSION AND ADHESIVE ANCHORS SHALL HAVE THE ICC REPORT SHOWING

EQUIVALENT LOAD CAPACITY. SUBMIT AND INSTALL PER THE ICC EVALUATION REPORT.

MASONRY

M1. DESIGN STRENGTHS:

F'm= 2,000 PSI

REBAR Fy = 60,000 PSI

M2. GROUT FOR FILLING MASONRY CAVITIES TO BE COARSE GROUT UNO, MAXIMUM COARSE

AGGREGATE SIZE IS 3/8 INCH.

M3. GROUT POURS SHALL NOT EXCEED 4 FEET IN HEIGHT UNLESS CLEANOUTS ARE

PROVIDED IN THE BOTTOM COURSE OF THE CELL(S) TO BE GROUTED AND WRITTEN

PERMISSION IS OBTAINED FOR HIGH LIFT GROUTING.

M4. RESTRICTED BAR ANCHORAGE:

IN CASES WHERE REINFORCING BARS CANNOT BE EXTENDED AS FAR AS REQUIRED, THE

BARS SHALL EXTEND AS FAR AS POSSIBLE AND END IN STANDARD HOOK. SHOW ON

SHOP DRAWINGS AND HIGHLIGHT WITH A BOX TO BRING TO THE ATTENTION OF THE

CONTRACTING OFFICER.

M5. ANCHOR BOLTS:

ALL ADHESIVE ANCHORS SHALL HAVE THE ICC REPORT SHOWING EQUIVALENT LOAD

CAPACITY. SUBMIT AND INSTALL PER THE ICC EVALUATION REPORT.

M6. IF BOND BEAMS AT INTERSECTING WALLS ARE SHOWN ON THE DRAWINGS TO MEET AT

DIFFERENT ELEVATIONS, EXTEND REINFORCING OF BOTH BOND BEAMS AROUND

INTERSECTING CORNER NOT LESS THAN 4 FEET IN EACH DIRECTION.

M7. LINTEL BLOCKS SHALL NOT BE USED AS BOND BEAM BLOCKS EXCEPT AT OPENINGS

WHERE BOND BEAMS AND LINTELS COINCIDE.

M8. LOOSE LINTEL SCHEDULE:

UNLESS OTHERWISE NOTED, PROVIDE LOOSE LINTELS AS FOLLOWS:

(ONE ANGLE FOR EACH 4" OF WALL THICKNESS TO BEAR 6" MINIMUM EACH END.)

OPENINGS UP TO 4'-0" ANGLE: 3 1/2 x 3 1/2 x 1/4 OPENINGS 4'-1" TO 5'-4" ANGLE: 5 x 3 1/2 x 1/4 LLV OPENINGS 5'-5" TO 6'-6" ANGLE: 6 x 3 1/2 x 5/16 LLV

DEFERRED SUBMITALS

D1. PORTIONS OF THE STRUCTURE HAVE ELEMENTS OF PROPRIETARY DESIGN AND FABRICATION, WHICH SHALL BE SUBMITTED BY THE SUPPLIER FOR APPROVAL. THESE ITEMS SHALL

CONFORM TO THE REQUIREMENTS OF PRE-ENGINEERED OTHER

STRUCTURES SPECIFIED ON THIS SHEET.

D2. DEFERRED SUBMITTAL WILL BE REVIEWED BY THE CONTRACTING OFFICER FOR COMPLIANCE

WITH THE SPECIFIED DESIGN REQUIREMENTS, STAMPED AS REVIEWED, AND FORWARDED TO

THE BUILDING DEPARTMENT FOR APPROVAL.

D3. FINAL ISSUANCE OF THE BUILDING PERMIT MAY BE CONTINGENT ON BUILDING DEPARTMENT

APPROVAL OF THE DEFERRED SUBMITTAL DOCUMENTS.

D4. DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL

DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING DEPARTMENT.

D5. DEFERRED SUBMITTAL INCLUDE:

1. PRE-ENGINEERED METAL FRAME BUILDING

2. ALUMINUM STAIRS

3. CFMF TRUSSES

PRE-ENGINEERED STRUCTURES

P1. PRE-ENGINEERED STRUCTURES SHALL BE DESIGNED FOR THE STRUCTURAL DESIGN CRITERIA

NOTED ON THESE DRAWINGS. APPLIED LOADS AND LOAD COMBINATIONS SHALL BE IN

ACCORDANCE WITH 2021 INTERNATIONAL BUILDING CODE. SEISMIC RESPONSE COEFFICIENT

MAY BE MODICIED TO THE APPROPRIATE LATERAL FORCE RESISTING SYSTEM.

P2. SUBMIT DRAWINGS AND CALCULATIONS FOR THE PRE-ENGINEERED STRUCTURES TO THE

CONTRACTING OFFICER FOR APPROVAL. DRAWINGS AND CALCULATIONS SHALL BE PREPARED

UNDER THE CONTROL AND SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER

LICENSED IN THE STATE OF WASHINGTON AND SHALL BE SEALED AND SIGNED.

P3. CONTRACTOR'S ENGINEER OR PRE-ENGINEERED STRUCTURE SUPPLIER SHALL BE RESPONIBLE

FOR THE DESIGN OF ANY BASE PLATES AND ANCHORAGE TO EXISTING STRUCTURE ALONG

WITH ALL OTHER STRUCTURAL MEMBERS AND CONNECTIONS.

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

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NORTH CASCADES NATIONAL PARK

156728

GENERAL STRUCTURAL

NOTES

J. CORONADO

C. MULDERICK

R. NELSON

-00- 06/19/2023 6/19/23

OF10 141

NOTES:

1. PROVIDE ABOVE PAD UNDER ALL ELECTRICAL AND MECHANICAL EQUIPMENT SUPPORTED ON

STRUCTURAL SLABS. ALSO PROVIDE FOR EQUIPMENT WEIGHING LESS THAN 5000 POUNDS WHICH

ARE SUPPORTED ON GRADE, OR WHERE SPECIFICALLY NOTED ON PLANS. FOR PAD HEIGHT

GREATER THAN 8", SEE TALL EQUIPMENT SUPPORT PAD.

2. PAD THICKNESS SHALL BE A MINIMUM OF 4". CONTRACTOR SHALL VERIFY THE PAD THICKNESS WITH

EQUIPMENT SUPPLIER. THICKEN SLAB ON GRADE BELOW EQUIPMENT PAD AS REQUIRED TO

MAINTAIN MINIMUM 3" COVER ON EQUIPMENT ANCHOR BOLTS.

3. PROVIDE EMBEDDED CHANNELS FOR ANCHORING ELEC EQUIPMENT WHERE REQ'D.

#4@12 EW

1 1/2"

CLR

#4 ADDITIONAL

CLOSED TIE

COUNTINUOUS

@ PERIMETER

CONCRETE SURFACE SHALL BE CLEAN, FREE

OF LAITANCE, ROUGHENED TO A 1/4"

AMPLITUDE, & COATED WITH BONDING AGENT

3" CLR @ SLAB ON GRADE,

1 1/2" CLR @ ELEVATED SLABS

#4@12 TYP, PLACE VERT LEG

IN 3/4" DIA DRILLED HOLE

FILLED W/NON-SHRINK GROUT

OR #4@12 HOOKED EE CAST

INTO SLAB

8" LEG TYP

3/4" CHAMFER, TYP

EQUIPMENT ANCHOR BOLT

EQUIPMENT BASE PLATE

PAD NOTES:

1. PAD DETAILS 3 AND 4 ON THIS SHEET APPLY FOR SUPPORT OF ALL EQUIPMENT

UNLESS INDICATED OTHERWISE ON THE DRAWINGS.

2. BEFORE EQUIPMENT SUPPORT PADS ARE CAST, THE PAD SIZES AND REINFORCING

SHALL BE APPROVED BY THE CONTRACTING OFFICER AS BEING CAPABLE OF SUPPORTING

EQUIPMENT TO BE PLACED THEREON. EQUIPMENT BASE DIMENSIONS SHALL BE THE

LARGER AS DETERMINED BY THE EQUIPMENT MANUFACTURER OR AS INDICATED ON

THE DRAWINGS. SUBMIT ALL EQUIPMENT DIMENSIONS AND LOADS TO CONTRACTING

OFFICER. THE SIZE, NUMBER, TYPE, LOCATION, AND THREAD PROJECTION OF THE ANCHOR

BOLTS (AB) SHALL BE AS DETERMINED BY THE EQUIPMENT MANUFACTURER AND

SHALL BE AS APPROVED BY THE ENGINEER. AB SHALL BE HELD IN POSITION WITH A

TEMPLATE WHILE EQUIPMENT PAD IS CAST.

3. 6" MINIMUM PAD EDGE DIMENSION TO EQUIPMENT AB APPLIES FOR ALL

NON-ELECTRICAL EQUIPMENT SUPPORT PADS. AT ELECTRICAL EQUIPMENT PROVIDE

1" FROM EDGE OF EQUIPMENT TO EDGE OF EQUIPMENT PAD.

4. THE SIZE, NUMBER, TYPE, LOCATION, AND THREAD PROJECTION OF THE ANCHOR BOLTS

SHALL BE AS DETERMINED BY THE EQUIPMENT MANUFACURER AND SHALL BE AS

APPROVED BY THE CONTRACTING OFFICER. ANCHOR BOLTS SHALL BE HELD IN POSITION

WITH A TEMPLATE WHILE EQUIPMENT BASE IS BEING CAST, SEE DETAIL 4/00-S501.

5. EQUIPMENT BASES SHALL BE INSTALLED LEVEL UNLESS SPECIFIED OTHERWISE,

TOLERANCE IS 1/8" ACROSS PLAN DIAGONALS.

SEE PLAN FOR SLAB THICKNESS AND REINF

4" MIN

8" MAX

6" MIN*

4" MIN.

RECTANGULAR OPENING DETAIL CIRCULAR OPENING DETAIL

TWO #5 X 4'-0" EACH

FACE TYP 4 LOCATIONS

ADDITIONAL REINF

SEE NOTE 1

SYMM ABOUT

OPENING

NOTES:

1. PROVIDE ADDITIONAL REINFORCING THE SAME SIZE AS DISCONTINUOUS

REINFORCEMENT AT OPENING. QUANTITY OF REINFORCING IN EACH

DIRECTION SHALL BE EQUAL TO OR ONE GREATER THAN THE NUMBER OF

DISCONTINUOUS BARS. PLACE 1/2 OF ADDITIONAL REINFORCING BARS

EACH SIDE OF OPENING, PLACE ADDITIONAL REINFORCEMENT AT 3" OC

(TYPICAL BOTH DIRECTIONS AND ALL LAYERS OF REINFORCEMENT). START

FIRST BAR 2" CLEAR TO OPENING.

2. EXTEND ADDITIONAL REINFORCING BEYOND EDGE OF OPENING AS SHOWN.

ADDITIONAL BARS MAY TERMINATE AT THE END OF THE WALL WITH

A STANDARD HOOK WHERE THE LENGTH OF THE WALL WILL NOT PERMIT

BARS TO EXTEND AS SHOWN ABOVE.

3. TYPICAL WALL OR SLAB REINFORCING NOT SHOWN FOR CLARITY. TERMINATE

TYPICAL REINFORCING 2" CLEAR TO OPENING.

4. OPENINGS 12" OR LESS IN SLABS AND WALLS, NO EXTRA REBARS ARE

REQUIRED UNLESS SHOWN OTHERWISE. TYPICAL REINFORCING SHALL BE

RESPACED (NOT CUT) TO ALLOW FOR OPENINGS TO BE MADE.

5. UNLESS SHOWN OTHERWISE ON DRAWINGS, PROVIDE EXTRA REINFORCING

AROUND OPENINGS AS SHOWN AND INDICATED ABOVE.

6. PROVIDE ADDITIONAL DOWELS PER NOTE 1 ABOVE FOR ALL OPENINGS NEAR

THE FLOOR SLAB, BASE SLAB, OR CORNERS.

TYP

L/2 +

LAP LENGTH W/2

CL

SYMM ABOUT

OPENINGCL

TYP

D/2 +

LAP LENGTH

SYMM ABOUT

OPENINGCL

T Y

P

W /2

L A

P L

E N

G T

H L /2

L /2

T Y

P

D /2

L A

P L

E N

G T

H D

180 DEG STD HOOK90 DEG STD HOOK

CONCRETE JOINT

TL

3"

5"

4 1/2"

HW

4"

5"

3"

7"

8"

1'-1"

11 3/4"

8"

7"

1'-2 3/4"

1'-1 1/4" 11 1/2"

10 1/2"

6"6"

HL

8"

6"

10"

BAR SIZE

#3

#5

#4

1'-2"

1'-7"

1'-4"

1'-10"

2'-0"

#7

#9

#8

#10

#11

#6 1'-0"

GRADE 60

D

2 1/4"

3 3/4"

3"

5 1/4"

6"

12"

10 3/4"

9 1/2"

4 1/2"

L E

N G

T H

L d h

D E

V E

L O

P M

E N

T

D T

Y P

* MIN

COVER HL=

HOOK LENGTH

M

IN

C O

V E

R

HW=

HOOK LENGTH

T L

T A

IL

L

E N

G T

H f'c=4.5 OR 5.0 KSI

6"

9"

7"

10"

Ldh

12"

14"

15"

17"

19"

COMPLYING WITH MINIMUM COVER REQUIREMENTS OF

ACI 318, 25.4.3. OTHERWISE Ldh MUST BE RE-CALCULATED.

NOTES:

1. PROVIDE MINIMUM LAP SPLICE

LENGTHS AND EMBEDMENTS PER

TABLE UNLESS NOTED OTHERWISE.

EMBEDMENT LENGTH EQUALS THE

LAP SPLICE LENGTH UNLESS

OTHERWISE NOTED.

2. BAR SPACING AT LAP SPLICE IS THE

MINIMUM CLEAR DISTANCE

BETWEEN LAPPED BARS PLUS ONE

BAR DIAMETER.

3. ALL SPLICES TO BE CONTACT

SPLICES AND WIRED TOGETHER

UNLESS OTHERWISE APPROVED BY

THE ENGINEER.

LAP SPLICE AND EMDEDMENT LENGTHS

f'c =4.5 ksi fy = 60 ksi f'c =5.0 ksi

BAR BARS SPACED

GREATER THAN

4"

BARS SPACED

LESS THAN

OR EQUAL TO

4"

#3 14" 20"

#4 19" 32"

#5 29" 46"

#6 39" 62"

#7 55" 87"

#8 69" 107"

#9 76" 116"

#10 97" 140"

#11 120" 146"

GRADE 60GRADE 420

#18#57

#14#43

#11#36

#10#32

#9#29

#8#25

METRIC INCH-POUND

#10 #3

#13 #4

#16 #5

#19 #6

#22 #7

NOTE:

BAR SIZES NOTED ON DRAWINGS ARE GIVEN IN

"INCH-POUND" BAR SIZES. EQUIVALENT "METRIC

BARS" HAVING THE SAME PHYSICAL SIZE AND

MINIMUM YIELD STRENGTH MAY BE

SUBSTITUTED PER THE TABLE ABOVE.

NOTES:

1. DRILL INTO SLAB TO INDICATED DEPTH AT 8" ON CENTER AROUND PERIMETER OF CONCRETE EQUIPMENT SUPPORT BASE AND SET #5 DOWEL HOOKED AS SHOWN USING ADHESIVE FOR CONCRETE ANCHORS.

THICKNESS TO BE COORDINATED WITH EQUIPMENT SUPPLIER. THICKEN SLAB ON GRADE BELOW EQUIPMENT PAD AS REQUIRED TO MAINTAIN MINIMUM 3" COVER ON EQUIPMENT ANCHOR BOLTS.

2. FOR CONCRETE EQUIPMENT SUPPORT BASES ON NEW SLABS, PROVIDE #5 DOWELS HAVING TWO HOOKED ENDS AT 12" ON CENTER AROUND PERIMETER, MINIMUM.

3. MACHINE BASE/SOLE PLATE DIMENSION SHALL BE AS REQUIRED BY THE APPROVED SHOP DRAWINGS.

4. ANCHOR ROD AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER. RODS SHALL BE HELD IN POSITION WITH A TEMPLATE WHILE EQUIPMENT SUPPORT BASE IS BEING CAST IN PLACE. TAPE OR GREASE ALL PORTIONS OF THE ANCHOR ROD THAT EXTENDS ABOVE THE TOP OF CONCRETE TO THE TOP OF THE BASE PLATE SO THAT THE GROUT WILL NOT BOND TO THE ANCHOR ROD.

5. SLEEVES SHALL BE STEEL PIPES AS SHOWN IN POST TENSIONED ANCHOR ROD DETAIL.

6. GROUT VENT HOLES SHALL BE INSTALLED IN ALL EQUIPMENT BASE PLATES THAT ARE LARGER THAN 12" WIDE SO THAT GROUT IS ABLE TO COMPLETELY FILL IN UNDER THE ENTIRE BASE PLATE.

7. ONCE NON-SHRINK GROUT HAS REACHED DESIGN STRENGTH, BACK OFF JACK SCREWS AND POST TENSION ANCHORS TO REQUIRED TENSION LOAD SPECIFIED BY ANCHOR DESIGNER. ANCHOR BOLTS SHALL BE

PRETENSIONED BY CONTRACTOR'S ENGINEER (ANCHOR DESIGNER).

8. FOLLOWING CONSTRUCTION, CARE SHOULD BE TAKEN TO ENSURE THAT REQUIRED TENSION IS MAINTAINED WITHIN THE ANCHOR FOR FULL DURATION OF EQUIPMENT LIFESPAN. THIS SHALL INCLUDE ANNUAL TENSION CHECKS OF THE ANCHORS FOR THE FIRST 5 YEARS OF OPERATION, FOLLOWED BY TENSION CHECKS EVERY 3 YEARS.

9. FOR EQUIPMENT 50 HP AND BELOW, ANCHOR SLEEVES MAY BE OMITTED.

10. WHERE EQUIPMENT SKIDS ARE PROVIDED FOR EQUIPMENT MOUNTING, SKIDS SHALL BE FILLED WITH GROUT AFTER INSTALLATION , UNLESS NOTED OTHERWISE BY THE MANUFACTURER.

11. EQUIPMENT PAD SHOWN APPLIES FOR ROTATING EQUIPMENT WHERE SPECIFICALLY REFERENCED ON THE DRAWINGS.

ANCHOR ROD SEE NOTE 4

1'-0" MINIMUM

OR AS REQD BY

EQUIPMENT

FURNISHED

GROUT HOLE

(WHERE PROVIDED)

CHAMFER TYP

MACHINE BASE/SOLE PLATE

SEE NOTE 3

#5@12 EW

SEE NOTE 2

SEE NOTE 1

CONCRETE SURFACE SHALL BE CLEAN, FREE OF

LAITANCE, ROUGHENED TO A 1/4" AMPLITUDE,

AND COATED WITH BONDING AGENT

#5@6

CLOSED TIES

SEE PLAN FOR SLAB

THICKNESS AND REINF

4" MIN ALL AROUND

9" MIN

2" CLR, TYP

E M

B E

D

JACKSCREW W/PAD

SLEEVE, SEE NOTE 5

NON-SHRINK GROUT SEE NOTE 6

VENT HOLE (TYP)

LEAVE TOP OF PAD UNFINISHED,

ROUGHEN SURFACE AS

REQUIRED TO 1/4" AMPLITUDE

/2

M

IN

1" MIN, 2" MAX

(D) DIAMETER

I.D.

(D) DIAMETER

B Y

A N

C H

O R

D E

S

IG

N E

R

(E

E M

B E

D M

E N

T

(D

L E

N G

T H

(D

T H

R E

A D

(G

G R

O U

T

(P

P R

O J E

C T

IO

N

MACHINE BASE/SOLE

PLATE

NON-SHRINK GROUT

THREADED ROD

HEAVY HEX NUT AND

HARDENED WASHER

SCH 40 PIPE SLEEVE

TACK WELD,

TYP.

SINGLE HEAVY

HEX NUT

TOP OF ROD

ELEVATION

TOP OF CONCRETE

ELEVATION

FILL SLEEVE WITH

FOAM OR RTV SILICONE

CONCRETE EQUIPMENT PAD POST TENSIONED ANCHOR ROD

ANCHOR ROD SEE NOTE 4

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

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NORTH CASCADES NATIONAL PARK

156728

GENERAL STRUCTURAL

DETAILS

J. CORONADO

C. MULDERICK

R. NELSON

-00-

NOT TO SCALE-

3 TYPICAL SHALLOW EQUIPMENT SUPPORT PAD

NOT TO SCALE-

1 EXTRA REINFORCING AROUND OPENINGS

NOT TO SCALE-

5 REINFORCING HOOK SCHEDULE

NOT TO SCALE-

CONCRETE REINFORCING LAP AND

EMBEDMENT SCHEDULE6

NOT TO SCALE-

2 REINFORCING BAR SIZE

- 12" = 1'-0"

4 CONCRETE PAD FOR DYNAMIC EQUIPMENT

06/19/2023 11 1416/19/23

1. EPOXY SHALL BE PER SPECIFICATIONS.

2. EMBEDMENT LENGTHS SHOWN ARE MINIMUM. FOLLOW

MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION.

3. DO NOT USE ADHESIVE ANCHORS FOR UPWARDLY INCLINED

APPLICATIONS.

4. EMBED LENGTHS SHOWN REFLECT CRACKED CONCRETE,

SEISMIC LOADING CONDITIONS USING HY-150 MAX-SD

ADHESIVE. FOR ADHESIVE WITH A LOWER BOND STRENGTH

CONSULT CONTRACTING OFFICER FOR ALTERNATE

EMBEDMENT.

5. FOR ANCHORS WITH 1.5L OF EDGE, CONSULT CONTRACTING

OFFICER.

ADHESIVE ANCHOR SCHEDULE

REINFORCING BARS ANCHOR BOLTS/RODS

BAR SIZE EMBEDMENT LENGTH (L) DIA (IN) EMBEDMENT LENGTH (L)

#3 4" 3/8" 5"

#4 5" 1/2" 6"

#5 6" 5/8" 7"

#6 7" 3/4" 8"

#7 8" 7/8" 9"

#8 9" 1" 10"

REBAR

ANCHOR

BOLT/ROD

L L

SINGLE NUT OR

STANDARD BOLT HEAD

BASE PLATE

THREADED ROD (AS

SHOWN) OR ALL

THREADED ROD OR

BOLT (ASTM F1554)

(NOTE 1)

NOTE:

1. PROVIDE SST ANCHOR BOLTS WHERE INDICATED IN SECTIONS AND DETAILS.

2. STANDARD BOLT THREAD LENGTH MAY BE USED WHERE APPLICABLE.

3. DIMENSION IN SCHEDULE OR STANDARD BOLT HEAD.

TOB

TOC

SCHEDULE-ANCHOR BOLT TYPE A

4 1/4" 32"2"

2 1/2"

3" 6 1/4"

5 1/2"

66"

48"

DOUBLE NUT TYP UNO

WILSON SLEEVE OR

EQUAL

NON-SHRINK GROUT

BURR LAST THREAD

WASHER

1/2"

3/8"

3/4"

7/8"

5/8"

1 3/4"

1 1/2"

1 3/8"

1 1/4"

1 1/8"

1" 2 1/4" 16"

2 3/4"

3 3/4"

3 1/4"

2 1/2"

3" 22"

28"

24"

20"

18"

1 1/4"

1 1/2"

1 3/4"

2"

1"

10"

12"

14"

8"

6"

D A B

6"

8"

7"

4"

5 1/2"

4 3/4"

4 1/2"

4 1/4"

5"

3 1/4"

3 1/2"

3 3/4"

2 3/4"

3"

K

S E

N O

T

3A

B

D

D

K

S

N O

T

L3 X 2 X 1/4 LEDGER ANGLE

LLV MATERIAL TO MATCH GRATING

1 - 5/8" DIA POST-INSTALLED

ANCHOR W/ 5" MIN EMBED

@ 24" OC MAX 6" MAX

FROM EA END

GRATING - SEE PLAN FOR DETAILS

1/2" DIA x 5" LONG HEADED ANCHOR

OR STRAP @ 18" OC MAX MATERIAL

TO MATCH GRATING WELD TO ANGLE

ANGLE DEPTH AS REQD

FOR TOP OF GRATING

TO MATCH TOP OF

ADJACENT CONCRETE

NEW CONCRETE

CONT 1/4" THICK

ANGLE MATERIAL

TO MATCH GRATING

ONLY TO BE USED AT CONT WALL ABOVE GRATING

OR AT PRE-EXISTING CONCRETE CONSTRUCTION

NOTES:

1. GRATING SIZE PER CONTRACT DOCUMENTS.

2. ALL ENDS AND OPENINGS SHALL BE BANDED, SEE SPECIFICATION.

3. ATTACH GRATING TO ALL SUPPORT ANGLES WITH BOLTED CLIPS, SPACED AT 2'-0" MAX

CENTERS.

4. PROVIDE DISSIMILAR MATERIAL PROTECTION FOR ALUMINUM IN CONTACT WITH CONCRETE

PER SPECIFICATION.

/8

1/4" MAX

"T

.5"

1 1/4" MIN

1/4" CLR

SLOPE 2% MIN.

FROM DOOR

1/2" EXP. JOINT. LOCATE BELOW DOOR JAMB OR

CENTER IN STEMWALL. FOR CONDITIONS WHERE

STOOPS ARE ADDED TO EXISTING SLAB, LOCATE

JOINT TO THE OUTSIDE FACE OF EXISTING SLAB

#4 CONT.

DOOR JAMB BEYOND

#4x4'-0" @12" OC, CENTERED OVER

FOUNDATION WALL

NOTES:

1. AT STAIR STOOPS, PROVIDE SIMILAR STOOP WITH TURNED-DOWN EDGE.

2. TURNED-DOWN EDGE MAY BE OMITTED AT EDGES WHERE SIDEWALK

CONTINUES BEYOND.

3. PROVIDE 1/2" EXPANSION JOINT PERPENDICULAR TO BUILDING WHERE

STOOPS INTERFACE ADJACENT FINISHES.

#4@12" EW W/HOOKED

ENDS

FOUNDATION WALL (REINF. NOT SHOWN)

#4@12 30"

30"

TURNED DOWN SLAB EDGE

ALL SIDES EXCEPT AT

FOUNDATION WALL

COMPACTED ENGINEERED

FILL, 5'-0" BELOW STOOP

(M

IN

SEE PLANS

ROUGHEN SURFACE TO

1/4" AMPLITUDE

#4 VERT

@ 12"

SECTION A - A

4"

1"

P E

R M

F R

/2

1"

1" TYP

1"

NOSING DETAIL

NOSING

SEE ARCH

ABRASIVE NOSING

AT HEAD OF STAIRS

CONC BEAM

OR WALL

3/4" DIA SST

ADHESIVE ANCHORS

ALUM L1 1/2x1 1/2x1/4

WELDED TO STRINGER TYP

FULL PENETRATION WELD AT

ALL BENDS IN STRINGERS TYP

ALUM PIPE COLUMN

IF REQUIRED

ALUM PLATE T&B

ALUM BOLTS TYP

ALUM GRATING TREAD

W/ NON-SLIP NOSING

TYP, UNO (NOTE 7)

STAIR STRINGER TYP

(ALUM C12x8.64 MIN)

HANDRAIL

POST TYP 3/16

ALUM L4x4x1/4

ALUM CLOSURE PLATE

@ END OF STRINGER

3/4" DIA SST

WEDGE TYPE

ANCHOR

SEE NOTE 5

PROVIDE ALUM L2 1/2x2 1/2x1/4

DIAGONAL BRACING BETWEEN

BOT FLANGES OF ALUM STRINGERS

BETWEEN EACH STRINGER SPAN

A

A

3/16

ALUM 1/4" PLATE

W/ 1-3/4" DIA SST

WEDGE TYPE ANCHOR

3/16

EE

ALUM L4x4x1/4

(REQD ONLY AT

ELEVATED SLABS)

ALUM L4x4x3/8

ALUM PL

3/8x4 TYP

(NOTE 7)

1" NON-SHRINK GROUT

1" NON-SHRINK

GROUT

ALUMINUM STAIR NOTES:

1. DETAILS SHOWN FOR ALUMINUM GRATING TREADS. FRP CHECKERED PL AND

ALUMINUM CHECKERED PL TREADS ARE SIMILAR. SEE ARCH STAIR SCHEDULE FOR

TREAD MATERIALS.

2. STAIRS AND LANDINGS SHALL BE DESIGNED BY FABRICATOR SUBJECT TO APPROVAL

OF CONTRACTING OFFICER. DESIGN LIVE LOAD SHALL BE AS STATED BELOW.

3. ANCHOR ALUMINUM TO CONCRETE WITH 3/4" DIA STAINLESS STEEL ANCHOR BOLTS,

NUTS, AND WASHERS AS SHOWN IN DETAIL.

4. ALL STAIRS, LANDINGS, THEIR CONNECTIONS AND SUPPORTS SHALL BE DESIGNED FOR

A LIVE LOAD OF 100 PSF UNIFORM LOAD OR A CONCENTRATED LIVE LOAD OF 1000 LB,

WHICHEVER PRODUCES THE GREATER STRESSES AND REACTIONS. THE 1000 LB LOAD

SHALL BE ABLE TO BE PLACED ANYWHERE ON THE STAIR SYSTEM. STAIR DEFLECTION

DUE TO LIVE LOAD SHALL NOT EXCEED SPAN/480. SEE SPECIFICATION SECTION 05 50

00 FOR ADDITIONAL STAIR DESIGN REQUIREMENTS.

5. BASE PLATES FOR ALUMINUM COLUMNS SHALL REST ON 1" NON-SHRINK GROUT.

6. SEE ARCH DETAILS FOR STAIR DETAILS NOT SHOWN.

7. PROVIDE CHECKERED PLATE TREAD CLOSED RISERS WHERE INDICATED ON ARCH

DRAWINGS.

8. STAIR RAILING AND GUARDRAIL TO COMPLY WITH SPECIFICATION 05 52 46.

3/4" DIA SST

WEDGE TYPE

ANCHOR TYP

CONC SLAB

SEE PLAN

3/16

3/4" DIA SST ADHESIVE

ANCHORS

ALUM L4x4x3/8x0'-9"

NOTE:

FOR ADDL INFORMATION, SEE 1A

1A

1B

M

IN

D E

T A

IL

S E

E N

O S

IN

G

DATE:

DESIGNED:

TECH. REVIEW:

SUB SHEET NO.

PMIS/PKG NO.

DRAWING NO.

SHEET

TITLE OF SHEET

OF

A u to d e s k D o c s /1

N P

S S te h e k in

W W

T P

/0

-G

G e n e ra l.

rv t

/1

/2

:3 :1

P

M

S502

NORTH CASCADES NATIONAL PARK

156728

GENERAL STRUCTURAL

DETAILS

J. CORONADO

C. MULDERICK

R. NELSON

-00-

NOT TO SCALE-

1 ADHESIVE ANCHOR

NOT TO SCALE-

2 ANCHOR BOLT DETAIL

NOT TO SCALE-

3 GRATING AND SUPPORT DETAIL

NOT TO SCALE-

4 STOOP DETAIL

NOT TO SCALE-

5 ALUMINUM STAIR

06/19/2023 12 1416/19/23

CORNER INTERSECTION

LAP LENGTH

ONE CORNER BAR

SAME SIZE AS

BOND BEAM BARS

CORNER VERTS

(WHEN SCHEDULED)

CORNER

VERT

L A

P L

E N

G T

H

STD 90° HOOK, TYP

TERMINATE

INTERMEDIATE HORIZ

REINF AT ALL MCJ'S

SPECIFIED

INTERSECTION

VERTS, SEE

SCHEDULE

JAMB OR END OF WALL MASONRY CONTROL JOINT (MCJ)

ROOF BOND BEAM

REINFORCING SHOWN

JAMB VERTS,

SEE SCHEDULE

PROVIDE HAIRPINS SIZED

TO MATCH WALL REINF.

LAP TO HORIZ WHERE

INDICATED ON PLAN

PROVIDE HAIRPINS SIZED

TO MATCH WALL REINF.

LAP TO HORIZ WHERE

INDICATED ON PLAN

MCJ FULL HEIGHT

HORIZ REBAR CONTINUOUS

THROUGH MCJ AT ROOF

LEVEL BOND BEAM (SHOWN)

& DISCONTINUOUS AT MCJ

AND ALL OTHER…