Project Information

Bid Title

Columbia Heights ES Reroof Addendum 2

Issuing Agency

Longview Public Schools

Location

Washington

Published Date

Apr 29, 2026

Closing Date

May 15, 2026

Government Level

State & Local

Status

Closed

Original Source

Join to Access Full Details

Bid Inquiries

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Bid Documents

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Project Description

Columbia Heights ES Reroof

Permit Set

Structural Calculations

Hazmat survey

Advertisement to Bid

Lead Assessment

Addendum 1

Addendum 2

Attachment Preview

COLUMBIA HEIGHTS ES REROOF

Longview School District

SHEET INDEX

GENERAL

G-000

COVER SHEET

ARCHITECTURAL

A-103

REROOF PLAN & RCP

A-311

ELEVATIONS, SECTIONS

A-501

EXTERIOR DETAILS

STRUCTURAL

S1.1

S2.1

S3.1

STRUCTURAL NOTES

WALKWAY CANOPY FRAMING PLAN

DETAILS

PROJECT DESCRIPTION

REROOF PROJECT FOR A PORTION OF COLUMBIA HEIGHTS

ELEMENTRY SCHOOL. CLASSROOM BUILDING WILL RECIEVE

A NEW MEMBRANE LAYER AND REPAIR OF CLADDING NEAR

THE TOP OF THE BUILDING. THE SURROUNDING CANOPY

WILL HAVE MINOR STURCTURAL WORK TO REPAIR DRYROT

AND WILL RECIEVE A NEW MEMBRANE ROOF.

ALTERNATES

ALTERNATE 01: PROVIDE COST FOR REPLACING UPPER

SECTION OF UPPER CLADDING W/ FIBER CEMENT PANEL

SIDING ON NORTH FACADE.

CODE INFORMATION

APPLICABLE BUILDING CODES

2021 WASHINGTON STATE BUILDING CODE

2021 WASHINGTON STATE ENERGY CODE

2021 WASHINGTON STATE EXISTING BUILDING CODE

2021 WASHINGTON STATE MECHANICAL CODE

2021 WASHINGTON STATE FIRE CODE

KEY PLAN

NTS

PROJECT

SCOPE

(ROOF AND

CANOPY)

PERMIT/BID SET

PARKVIEW DR

N

COLUMBIA HEIGHTS ELEMENTRY SCHOOL CAMPUS

ARCHITECTURAL ABBREVIATIONS

A

AB

ADJ

AED

AFF

ALT

ALUM

AP

APPROX

ARCH

AUTO

AVG

AWRB

ANCHOR BOLT

ADJACENT

AUTOMATED EXTERNAL DEFIBRILLATOR

ABOVE FINISH FLOOR

ALTERNATE

ALUMINUM

ACOUSTIC PANELS

APPROXIMATE

ARCHITECT, ARCHITECTURAL

AUTOMATIC

AVERAGE

AIR AND WATER-RESISTIVE BARRIER

B

B

BCS

BLDG

BLKG

BM

BO

BRG

BUR

BLINDS

BABY CHANGING STATION

BUILDING

BLOCKING

BEAM

BOTTOM OF

BEARING

BUILT UP ROOF

C

CG

CIP

CJ

CL

CLG

CLR

CLT

CMU

CO

COL

CONC

CONST

CONT

CPT

CT

CTR

CW

CORNER GUARD

CAST-IN-PLACE

CONTROL JOINT

CENTER LINE

CEILING

CLEAR, CLEARANCE

CROSS LAMINATED TIMBER

CONCRETE MASONRY UNIT

CLEAN OUT

COLUMN

CONCRETE

CONSTRUCTION

CONTINUOUS

CARPET

COUNTERTOP

CENTER

CURTAIN WALL

D

D

DBL

DEMO

DEP

DET

DF

DIA

DIAG

DIM

DIV

DN

DR

DS

DTL

DW

DEPTH OR DRYER

DOUBLE

DEMOLISH, DEMOLITION

DEPRESSED

DETAIL

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DIVISION

DOWN

DOOR

DOWNSPOUT

DETAIL

DISHWASHER

DWG

DRAWING

E

(E)

E

EA

EJ

EL

ELEC

ELEV

EMER

EP

EQ

EQUIP

ERV

EV

EWD

EWP

EXP

EXT

EXISTING

EAST

EACH

EXPANSION JOINT

ELEVATION

ELECTRICAL

ELEVATOR

EMERGENCY

EXTERIOR PAINT

EQUAL

EQUIPMENT

ELECTRIC VEHICLE READY

ELECTRIC VEHICLE

EXTERIOR WOOD

EXTERIOR WALL PANEL

EXPANSION

EXTERIOR

F

FAC

FB

FC

FD

FDN

FE

FEC

FIN

FIP

FLR

FO

FRP

FRT

FSS

FT

FTG

FACTORY FINISH

FACE BRICK

FIBER CEMENT

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH

FOAMED-IN-PLACE

FLOOR

FACE OF

FIBERGLASS REINFORCEMENT PANEL

FIRE RETARDANT TREATED

FOLDING SHOWER SEAT

FOOT OR FEET

FOOTING

G

GA

GALV

GB

GC

GL

GLU-LAM

GWB

GYP

GAUGE, GAGE

GALVANIZED

GRAB BAR

GENERAL CONTRACTOR

GLASS OR GLAZING

GLU-LAMINATED

GYPSUM WALL BOARD

GYPSUM

H

HB

HD

HDR

HDW

HM

HORIZ

HR

HOSE BIB

HAND DRYER

HEADER

HARDWARE

HOLLOW METAL

HORIZONTAL

HOUR

HSS

HT

HVAC

I

ID

IGU

INCL

INFO

INSUL

INT

L

L

LAB

LAV

LB(S)

LVR

M

M

MAX

MDF

MECH

MED

MEZZ

MFR

MH

MICRO

MIN

MIP

MO

MP

MR

MTL

MULL

N

(N)

N

NIC

NO

NOM

NTS

O

OC

OD

OFCI

OFOI

OH

OPNG

OPP

OTA

OTS

HOLLOW STRUCTURAL SECTION

HEIGHT

HEATING/VENTILATION/AIR CONDITIONING

INSIDE DIAMETER

INSULATED GLASS UNIT

INCLUDE

INFORMATION

INSULATION

INTERIOR

LENGTH, LONG

LABORATORY

LAVATORY

POUND(S)

LOUVER

MIRROR

MAXIMUM

MEDIUM DENSITY FIBERBOARD

MECHANICAL

MEDIUM

MEZZANINE

MANUFACTURER

MOP HOLDER

MICROWAVE

MINIMUM

METAL INFILL PANEL

MASONRY OPENING

METAL PANEL

MEMBRANE ROOF

METAL

MULLION

NEW

NORTH

NOT IN CONTRACT

NUMBER

NOMINAL

NOT TO SCALE

ON CENTER

OVERFLOW DRAIN

OWNER FURNISHED, CONTRACTOR INSTALLED

OWNER FURNISHED, OWNER INSTALLED

OVERHEAD

OPENING

OPPOSITE

OPEN TO ABOVE

OPEN TO STRUCTURE

OWJ

OWP

OPEN-WEB JOIST

OPERABLE WALL PARTITION

P

P

PED

PERF

PERP

PK

PL

PLAM

PLBG

PR

PREFAB

PREFIN

PROP

PT

PTD

PTDR

PAINT

PEDESTAL

PERFORATED

PERPENDICULAR

PARKING

PLATE

PLASTIC LAMINATE

PLUMBING

PAIR

PREFABRICATED

PRE-FINISHED

PROPERTY

PRESSURE TREATED

PAPER TOWEL DISPENSER

PAPER TOWEL DISPENSER AND RECEPTACLE

Q

QTY

QUANTITY

R

R

RB

RCP

RD

REF

REFR

REINF

REV

RF

RH

RI

RM

RO

RS

RTU

RADIUS OR RISER

RESILIENT BASE

REFLECTED CEILING PLAN

ROOF DRAIN

REFERENCE

REFRIGERATOR

REINFORCE

REVISION, REVISED

RESILIENT FLOORING

ROBE HOOK

RISER

ROOM

ROUGH OPENING

ROLLER SHADES

ROOF TOP UNIT

S

S

SA

SBLK

SC

SCD

SD

SECT

SF

SHT

SHTG

SHWR

SIM

SM

SND

SNR

SOG

SQ

SS

ST

STC

SOUTH

SELF ADHERED

SPLASH BLOCK

SOLID CORE

SEAT COVER DISPENSER

SOAP DISPENSER

SECTION

SQUARE FOOT

SHEET

SHEATHING

SHOWER

SIMILIAR

SHEET METAL

SANITARY NAPKIN DISPENSER

SANITARY NAPKIN RECEPTACLE

SLAB ON GRADE

SQUARE

STAINLESS STEEL

STONE

SOUND TRANSMISSION CLASS

STD

STL

STRFT

STRUCT

SUSP

SYM

STANDARD

STEEL

STOREFRONT

STRUCTURAL

SUSPENDED

SYMMETRICAL

T

T

T&G

T/O

TB

TC

TEMP

THK

THRU

TPD

TPH

TR

TV

TYP

TILE

TONGUE & GROOVE

TOP OF

TOWEL BAR

TOILET COMPARTMENTS

TEMPERED

THICK, THICKNESS

THROUGH

TOILET PAPER DISPENSER

TOILET PAPER HOLDER

TREAD

TELEVISION

TYPICAL

U

U

UON

URINAL

UNLESS OTHERWISE NOTED

V

VERT

VIF

VERTICAL

VERIFY IN FIELD

W

W

W/

W/D

W/O

WB

WC

WD

WDW

WF

WOM

WWF

WIDTH OR WEST OR WASHER

WITH

WASHER & DRYER

WITHOUT

WHITE BOARD

WALL COVERING OR WATER CLOSET

WOOD

WINDOW

WIDE FLANGE

WALK OFF MAT

WELDED WIRE FABRIC

"

INCHES

#

NUMBER

%

PERCENT

&

AND

'

FOOT

/

PER

@

AT

±

PLUS OR MINUS

´

ANGLE

Ø

DIAMETER

°

DEGREE

*

SEE NOTES

-

NONE

PARKVIEW DRIVE

PROJECT LOCATION

VICINITY MAP

N

NTS

SYMBOL LEGEND AND NOTES

REFERENCES DIVISION IN

#

PROJECT MANUAL

A-#

3.001

KEYNOTE TAG

ITEM NUMBER

33

Drawing Title

SCALE: 1/8" = 1'-0"

VIEW TITLE

#

DETAIL #

A-#

SHEET #

BUILDING SECTION

#

A-#

#

A-#

#

A-#

DETAIL #

SHEET #

DETAIL #

SHEET #

PARTIAL BUILDING SECTION

WALL SECTION

DETAIL TAG

ELEVATION #

SHEET #

BUILDING ELEVATION TAG

Room

name

101

ROOM NAME

ROOM

NUMBER

ROOM NAME TAG

LONGVIEW SCHOOL DISTRICT

LONGVIEW SCHOOL DISTRICT

Jason Reetz

jreetz@longview.k12.wa.us

2715 LILAC STREET

LONGVIEW, WASHINGTON 98682

p. 360.575.7991

ARCHITECT

LSW ARCHITECTS

Christopher Spurgin, Associate Principal

chris@lsw-architects.com

610 ESTHER ST. SUITE 200

VANCOUVER, WASHINGTON 98660

p. 360.694.8571

STRUCTURAL ENGINEERING

KRAMER GEHLEN & ASSOCIATES, INC.

David Aronson, Principal

davida@kramer-gehlen.com,

805 BROADWAY STREET, SUITE 415

VANCOUVER, WASHINGTON 98660

p. 360.693.1621

LSW Architects, PC

610 Esther St., Suite 200

Vancouver, WA 98660

360.694.8571

LSW-Architects.com

10871

Brent Young

lsw job number

20250006

issue date

4/15/2025

PERMIT/BID SET

revisions

ANY REPRODUCTION AND/OR MODIFICATION

IN ANY FORM OF THIS DOCUMENT IS

PROHIBITED WITHOUT THE WRITTEN

PERMISSION OF LSW ARCHITECTS, PC

COVER SHEET

G-000

PREP AND PAINT TO MATCH

(E) STEEL BEAM

PREP AND PAINT TO MATCH

(E) ALL EXPOSED DECKING,

BEAMS, BRACKETS,

CONDUITS, ETC., TYP

DS

DS

REROOF PLAN AND RCP NOTES

1. REMOVE ALL FLASHING, METAL EDGING, DRAIN

OUTLETS, COLLARS AND METAL COUNTER-

FLASHING WHERE NEW ROOFING IS SCHEDULED.

2. REMOVE PEELING PAINT FROM ALL SOFFIT, ROOF

TRIM, RAKE BOARDS, AND STRUCTURAL MEMBERS

SCHEDULED TO REMAIN. PREP FOR PAINT. PAINT.

3. INSPECT ALL EXISTING EXPOSED STRUCTURE

(DECKING, SHEATHING, BEAMS) FOR DAMAGE AND

DRYROT. PROVIDE REPORT NOTING LOCATION AND

TYPE OF DAMAGE.

4. NOTIFY ARCHITECT OF ANY EXISTING ELEMENTS

SUSPECTED OF DAMAGE OR DRYROT NOT NOTED IN

DRAWINGS. ALL DAMAGED ELEMENTS SHALL BE

REMOVED IN THEIR ENTIRETY AND REPLACED WITH

NEW MEMBERS. GC TO PROVIDE TEMPORARY

SHORING AS REQUIRED.

5. REMOVE AND REPLACE ALL ROOF MOUNTED HVAC

EQUIPMENT.

6. REFLASH ALL (E) ROOF PENETRATIONS.

7. REFLASH ALL (E) PENETRATIONS IN UPPER WALL

CLADDING (CONDUIT, LOUVERS, ETC.)

8. REMOVE AND REPLACE ALL ROOF MOUNTED

EQUIPMENT AND REFLASH TO ACCOMMODATE NEW

ROOFING. PROVIDE NEW CURB IF REQUIRED TO

MEET ROOF MEMBRANE WARRANTY.

9. AT CANOPY, REMOVE EXISTING ROOFING

MEMBRANE, FLASHINGS AND TRIM. SALVAGE

GUTTERS FOR REINSTALLATION. REPLACE

DAMAGED GUTTERS AS REQ'D.

10. REMOVE, CLEAN AND REINSTALL ALL LIGHT

FIXTURES IMPACTED BY THE REROOF AND UPPER

CLADDING REPLACEMENT WORK.

11. REFER TO THE MOISTURE MAP ON SHEET A-311. AT

ALL LOCATIONS IDENTIFIED WITH ‘ELEVATED’ OR

‘HIGH’ MOISTURE READINGS, REMOVE THE EXISTING

MEMBRANE ROOFING AND INSPECT THE

UNDERLYING INSULATION. IF MOISTURE IS PRESENT,

REMOVE AND REPLACE AFFECTED INSULATION

WITH NEW LIKE-FOR-LIKE MATERIALS, INCLUDING

RIGID INSULATION AND VAPOR BARRIER WHERE

ORIGINALLY INSTALLED.

REMOVE AND REPLACE LEDGER

PER STRUCTURAL. PATCH AND

REPAIR WALL AT NEW LEDGER.

TOUCH UP PAINT TO MATCH

EXISTING.

INTERIOR NOT

IN SCOPE

REMOVE, CLEAN AND REINSTALL

(E) LIGHT FIXTURE

DS

DS

DS

PREP AND PAINT TO MATCH

(E) ALL EXPOSED DECKING,

BEAMS, BRACKETS,

CONDUITS, ETC., TYP

REMOVE AND REINSTALL (E)

CONDUIT AND EXPOSED WIRING

AS NEEDED TO ACCOMMODATE

STRUCTURAL UPGRADES. PAINT

TO MATCH (E).

CLEAN AND INSPECT EXISTING

DOWNSPOUTS FOR DAMAGE.

REMOVE AND REPLACE AS

REQ'D TO ACCOMMODATE NEW

ROOFING. PROVIDE NEW LEAF

GUARDS AT ALL DOWNSPOUTS,

TYP.

NOT IN SCOPE

PREP AND PAINT TO MATCH

(E) ALL EXPOSED DECKING,

BEAMS, BRACKETS,

CONDUITS, ETC., TYP

PROVIDE NEW EDGE

FLASHING AT CANOPY, TYP.

REROOF LEGEND

R1 ROOF ASSEMBLY

SEE A-501

R2 ROOF ASSEMBLY

SEE A-501

PROVIDE

TAPERED

INSULATION AS

REQUIRED TO

MAINTAIN

POSITIVE SLOPE

TO DRAIN, TYP.

PROVIDE LEAF

GUARD AT ALL

ROOF DRAINS,

TYP.

7

A-311

3

A-501

TYP.

ALTERNATE: PROVIDE COST FOR REPLACING UPPER SECTION OF UPPER CLADDING ON NORTH FACADE

INCLUDE IN ALTERNATE

COST TO REMOVE, REFLASH

AND REINSTALL (E) LOUVER

5

A-311

(E) WALKWAY

DS

BELOW

CLEAN AND INSPECT EXISTING

GUTTERS AND DOWNSPOUTS

FOR DAMAGE. REMOVE AND

REPLACE AS REQ'D TO

ACCOMMODATE NEW ROOFING.

PROVIDE NEW LEAF GUARDS AT

ALL DOWNSPOUTS

DS

INCLUDE IN ALTERNATE

COST TO REMOVE AND

REPLACE ALL EQUIPMENT

(CAMERAS, ALARMS, ETC)

MOUNTED ON UPPER

CLADDING

REMOVE, REFLASH AND

REINSTALL (E) LOUVER

ROOF TYPE:

R1

OVERLAY

MEMBRANE

INCLUDE IN ALTERNATE COST

TO REMOVE, REFLASH AND

REINSTALL (E) LOUVERS

20 TYP.

A-501

SLOPE, TYP.

RD

ROOF TYPE:

R2

REMOVE, REFLASH AND

REINSTALL (E) LOUVER

5

TOP

A-501

17

@ CANOPY

A-501

ROOF TYPE:

R1

OVERLAY

MEMBRANE

TYP.

19

A-501

REMOVE, REFLASH AND

REINSTALL (E) LOUVER

PROVIDE NEW BRACKET

SUPPORT AT DS

REMOVE, REFLASH AND

REINSTALL (E) LOUVER

RD

DS

DS

REMOVE (E) ROOFING TO

DECKING AT CANOPY, TYP.

RD

PROVIDE NEW SPLASH

PAN AT DS (7/A501) TYP.

SLOPE, TYP.

ROOF TYPE:

R2

RD

(E) RIDGE

TAPERED INSUL. AT CURBS, TYP.

6

A-501

CLEAN AND INSPECT ALL EXISTING

DOWNSPOUTS FOR DAMAGE.

REPLACE AS REQ'D. PROVIDE NEW

LEAF GUARDS AT ALL ROOF DRAINS

REMOVE AND REINSTALL (E)

GUTTERS. REPLACE IF DAMAGED.

RD

(E) OVERHANG

4

A-311

SLOPE, TYP.

ROOF TYPE:

R2

3

A-501

TYP.

CLEAN AND INSPECT ALL EXISTING

DOWNSPOUTS FOR DAMAGE.

REPLACE AS REQ'D. PROVIDE NEW

LEAF GUARDS AT ALL ROOF DRAINS

REMOVE 'UPPER CLADDING' TO PLYWOOD

SUBSTRATE. INSPECT FOR DAMAGE & REPLACE

.

AS REQ'D. INSTALL NEW FIBER CEMENT PANEL

SIDING WITH NEW ON EAST, WEST & SOUTH

SIDES. ALTERNATE: PROVIDE COST FOR

REPLACING 'UPPER CLADDING' NORTH FACADE

4

@ GUTTER

A-501

(E) RIDGE

NO WORK THIS ROOF

10

A-501

SLOPE, TYP.

REMOVE AND REPLACE

GUTTERS AT CANOPY

PROVIDE TAPERED INSULATION

AS REQUIRED TO MAINTAIN

POSITIVE SLOPE TO DRAIN,

TYP.

REMOVE AND REINSTALL ALL (E)

SURFACE MOUNTED CONDUIT AS

REQ'D TO INSTALL NEW ROOF.

PROVIDE NEW CONDUIT SUPPORTS

TO MEET ROOF WARRANTY.

FACE OF (E) BUILDING

(E) OVERHANG ABOVE

REMOVE AND REPLACE

FLASHING, TYP.

N

2

REFLECTED CEILING PLAN

SCALE: 1/8" = 1'-0"

(E) OVERHANG

N

1 ROOF PLAN SCALE: 1/8" = 1'-0"

REMOVE AND REPLACE ALL ROOF

MOUNTED EQUIPMENT AND REFLASH

TO ACCOMMODATE NEW ROOFING.

REMOVE AND REPLACE CURB IF

REQUIRED TO MEET ROOF

MEMBRANE WARRANTY

REMOVE AND REPLACE

EXISTING PERIMETER

FLASHING AND TRIM. TYP.

REFLASH ALL (E) ROOF

PENETRATIONS. TYP.

CONFIRM WITH

OWNER IF ANY

EXISTING

PENETRATIONS ARE

NO LONGER IN USE.

6

A-311

5

A-501 TOP

9

A-501 BASE

REMOVE, REFLASH AND

REINSTALL (E) LOUVER

REMOVE (E) FLASHINGS AT

WALL / LOWER CANOPY TYP

REPLACE WITH NEW.

REMOVE AND REINSTALL EXISTING

GUTTER. REMOVE AND REPLACE

DOWNSPOUTS AND TRIM, TYP.

ADD LEAF GUARD TO ROOF

DRAIN, TYP

LSW Architects, PC

610 Esther St., Suite 200

Vancouver, WA 98660

360.694.8571

LSW-Architects.com

10871

Brent Young

drawn by

BD

checked by

CRS

lsw job number

20250006

issue date

4/15/2025

PERMIT/BID SET

revisions

ANY REPRODUCTION AND/OR MODIFICATION

IN ANY FORM OF THIS DOCUMENT IS

PROHIBITED WITHOUT THE WRITTEN

PERMISSION OF LSW ARCHITECTS, PC

REROOF PLAN &

RCP

A-103

Scale

As indicated

(E) CANOPY

MEMBRANE TERMINATION

TO SADDLE EDGE OF

CANOPY, EXTEND 4" MIN.

BEYOND ROOF EDGE

TOUCH UP PAINT TO

MATCH (E) AT LEDGER

AND FLASHING

REPLACEMENT, TYP.

PAINT (E) STEEL BEAM

(E) GUARD RAIL

8' - 0"

8' - 0"

TYP. CENTER ON RIDGE

CJ

PAINT (E)

COLUMNS, BEAMS

AND DS AT

CANOPY, TYP.

PROVIDE METAL CAP AT ENDS OF

ALL BEAMS, TYP.

REPLACE (E) CLADDING WITH NEW

FIBER CEMENT PANEL SIDING

(HATCHED AREA)

NEW FLASHING, TYP

REMOVE, REFLASH AND REINSTALL

(E) LOUVERS, TYP.

REMOVE & REINSTALL

GUTTERS AT CLASSROOM

BLDG, TYP.

7

WEST ELEVATION

SCALE: 1/8" = 1'-0"

ALTERNATE 01: PROVIDE COST

FOR REPLACING UPPER SECTION

OF UPPER CLADDING W/ FIBER

CEMENT PANEL SIDING ON NORTH

FACADE (HATCHED AREA)

INCLUDE IN ALTERNATE

COST TO REMOVE,

REFLASH AND

REINSTALL (E) LOUVERS

REMOVE AND REINSTALL

(E) GUTTERS. REPLACE

IF DAMAGED.

INCLUDE IN ALTERNATE

COST TO REMOVE AND

REINSTALL ALL (E)

EQUIPMENT LOCATED IN

UPPER CLADDING AREA

DS

NEW ROOFING

MEMBRANE

NEW

FLASHING, TYP

DS

(E) GUARD RAIL

8' - 0"

TYP.

8' - 0"

PROVIDE METAL CAP AT ENDS

OF ALL BEAMS, TYP.

(E) CANOPY

PAINT (E)

PANEL, BOTH

SIDES

PROVIDE METAL CAP AT ENDS

OF ALL BEAMS, TYP.

REMOVE & REINSTALL

GUTTERS AT CLASSROOM

BLDG, TYP.

6

EAST ELEVATION

SCALE: 1/8" = 1'-0"

5

NORTH ELEVATION

SCALE: 1/8" = 1'-0"

PROVIDE METAL CAP

AT ENDS OF ALL

BEAMS, TYP.

8' - 0"

8' - 0"

TYP.

NEW ROOFING

MEMBRANE

DS

4

SOUTH ELEVATION

SCALE: 1/8" = 1'-0"

PROVIDE METAL CAP AT ENDS

OF ALL BEAMS, TYP.

DS

REPLACE (E) CLADDING WITH

NEW FIBER CEMENT PANEL

SIDING (HATCHED AREA)

NEW FLASHING, TYP

REMOVE, REFLASH

AND REINSTALL (E)

LOUVERS, TYP.

TOUCH UP WALL AT

NEW LEDGER, SEE

STRUCT.

(E) FENCING

8' - 0"

8' - 0"

CENTER ON RIDGE TYP.

CJ

REPLACE (E) CLADDING WITH

NEW FIBER CEMENT PANEL

SIDING (HATCHED AREA)

NEW FLASHING, TYP

REMOVE, REFLASH

AND REINSTALL (E)

LOUVERS, TYP.

TOUCH UP PAINT AT

FLASHING REPLACEMENT

TO MATCH (E), TYP.

(E) WALKWAY/RAILING

LSW Architects, PC

610 Esther St., Suite 200

Vancouver, WA 98660

360.694.8571

LSW-Architects.com

10871

Brent Young

drawn by

BD

checked by

CRS

lsw job number

20250006

1 MOISTURE SURVEY MAP

SCALE: 1 1/2" = 1'-0"

issue date

4/15/2025

PERMIT/BID SET

revisions

ANY REPRODUCTION AND/OR MODIFICATION

IN ANY FORM OF THIS DOCUMENT IS

PROHIBITED WITHOUT THE WRITTEN

PERMISSION OF LSW ARCHITECTS, PC

ELEVATIONS,

SECTIONS

A-311

Scale

As indicated

NOTE: R

1 ROOF ASSEMBLEY - R1

SCALE: 3" = 1'-0"

WHERE ROOFING AN INSULATION IS REMOVED TO

INSPECT BASED ON MOISTURE MAP ON SHEET A-502,

REMOVE AND REPLACE (E) INSULATION AND ANY

VAPOR BARRIER TO MATCH (E)

FULLY ADHERED MEMBRANE

ROOFING

MECHANICALLY ATTACHED HIGH

DENSITY POLYISO COVER BOARD

(E) MEMBRANE ROOFING

(E) INSULATION

(E) PLYWOOD SHEATHING. WHEN

EXPOSED INSPECT FOR DAMAGE

AND REPAIR AS NEEDED. REFER TO

ROOF MOISTURE SURVEY

(E) STRUCTURE

COVERBOARD FASTENERS, DO NOT

PENETRATE BOTTOM OF DECKING

NOTE: CLEAN, PRIME AND PAINT

ALL EXPOSED WOOD AND NON-

PREFIN METAL (HANGERS,

ETC.), MATCH EXISTING, TYP.

2 ROOF ASSEMBLEY - R2

SCALE: 3" = 1'-0"

FULLY ADHERED MEMBRANE

ROOFING, LAP DOWN FACE OF

WALL, 4" MIN

MECHANICALLY ATTACHED

HIGH DENSITY POLYISO

COVER BOARD

(E) MEMBRANE

ROOFING, REMOVE AT

PERIMETER TO EXPOSE

BLOCKING

(E) INSULATION

(E) PLYWOOD SHEATHING.

WHEN EXPOSED INSPECT FOR

DAMAGE AND REPAIR AS

NEEDED. REFER TO ROOF

MOISTURE SURVEY

5 ROOF DETAIL AT UPPER CLADDING TOP

SCALE: 3" = 1'-0"

PT WOOD SHIM AS REQ'D

SEALANT

PRE-MANUFACTURED FASCIA

(E) WOOD BLOCKING. INSPECT AND

REPLACE DAMAGED BLOCKING AS

REQ'D

BUTYL SEALANT TAPE

BUTYL FLASHING, SELF ADHERED

PREFIN. SHEET METAL

FLASHING. PAINT TO MATCH (E)

REMOVE (E) STUCCO FINISH PANEL AND

REPLACE WITH FIBER CEMENT PANEL,

PAINT TO MATCH (E)

AWRB, DRAINABLE, SELF-ADHERED.

CONFIRM MATERIAL COMPATIBILITY

WITH EXISTING WEATHER BARRIER

(E) PLYWOOD, INSPECT AND

REPLACE DAMAGED SECTIONS

AS REQ'D

REMOVE (E) STUCCO FINISH PANEL AND

REPLACE WITH FIBER CEMENT PANEL,

PAINT TO MATCH (E)

AWRB, DRAINABLE, SELF-ADHERED.

CONFIRM MATERIAL COMPATIBILITY

WITH EXISTING WEATHER BARRIER

(E) PLYWOOD, INSPECT AND REPLACE

DAMAGED SECTIONS AS REQ'D

LAP AWRB ONTO FLASHING

BUTYL FLASHING, SELF ADHERED,

BEHIND FLASHING

REMOVE AND REPLACE SEALANT.

ENSURE GAP BETWEEN (E) STUCCO

AND (E) PLYWOOD

PREFIN. SHEET METAL FLASHING.

PAINT TO MATCH FIBER CEMENT

(E) WALL FINISH

(E) WALL ASSEMBLY

FULLY ADHERED MEMBRANE ROOFING

MECHANICALLY ATTACHED COVER BOARD

TAPERED INSULATION AS

REQUIRED TO MAINTAIN POSITIVE

WATER FLOW OFF ROOF. MIN SLOPE

1/4" / FT

(E) WOOD T&G DECKING,

REMOVE AND REPLACE AS

NOTED ON STRUCT DWGS.

PRIME TOP OF DECKING WHERE

EXPOSED OR REPLACED

(E) WOOD BEAM, REMOVE AND

REPLACE AS NOTED ON STRUCT

DWGS

NOTE: CLEAN, PRIME AND PAINT

ALL EXPOSED WOOD AND NON-

PREFIN METAL (HANGERS,

ETC.), MATCH EXISTING, TYP.

FASTENER, SEE SPECS.

BUTYLE SEALANT TAPE

2X SMOOTH PT TRIM,

PRIMED AND PAINTED

SHEET METAL BEAM

END CAP, PAINT TO

MATCH (E).

(E) WOOD BEAM, BEYOND

1 1/2"

3 DETAIL AT CANOPY EDGE

SCALE: 3" = 1'-0"

SEALANT, TOOLED

EPDM WASHERED FASTENER @ 12"

O.C.

PROVIDE SEALANT AT (E) CONTROL JOINTS

IN CONCRETE W/ SLOPED TOP TO DRAIN

SEALANT (TOOLED)

PREFIN. SHEET METAL COUNTERFLASHING W/

HEMMED EDGE (COVER TERM. BAR). COLOR TO

MATCH (E)

TERMINATION BAR

(E) CONCRETE STRUCTURE

MEMBRANE FLASHING

BONDING ADHESIVE

PT WOOD BLOCKING

HEAT WELD

MEMBRANE ROOFING

COVER BOARD

TAPERED INSULATION AS

REQUIRED TO MAINTAIN

POSITIVE WATER FLOW OFF

ROOF. MIN SLOPE 1/4" / FT

(E) WOOD T&G DECKING,

INSPECT FOR DAMAGE AND

PRIME TOP OF DECKING

(E) STRUCTURE, INSPECT FOR

DAMAGE, CLEAN AND PAINT TO

MATCH (E)

NOTE: CLEAN, PRIME AND PAINT

ALL EXPOSED WOOD AND NON-

PREFIN METAL (HANGERS,

ETC.), MATCH EXISTING, TYP.

9 ROOF DETAIL AT UPPER CLADDING BASE

SCALE: 3" = 1'-0"

(E) WALL ASSEMBLY

10 ROOF DETAIL AT SOUTH BUILDING

SCALE: 3" = 1'-0"

AWRB, DRAINABLE, SELF-ADHERED,

LAP OVER FLASHING

FIBER CEMENT PANEL

BUTYL FLASHING, SELF ADHERED,

BEHIND FLASHING. LAP ONTO MEMBRANE

SEALANT (TOOLED)

PREFIN. 2-PIECE SHEET METAL

COUNTERFLASHING W/ HEMMED EDGE

(COVER TERM. BAR). COLOR TO MATCH (E)

TERMINATION BAR

ROOF MEMBRANE ON BONDING

ADHESIVE, FULLY ADHERED

EXTERIOR GWB, MATCH THICKNESS OF

(E) PLYWOOD SHEATHING

PT WOOD BLOCKING

HEAT WELD

PAINT HANGERS AND HARDWARE TO

MATCH (E), TYP.

PAINT LEDGER TO MATCH (E), TYP.

(E) WALL ASSEMBLY

SEALANT

PATCH AND TOUCH UP PAINT TO

MATCH (E) WHERE LEDGER IS

SCHEDULED FOR REPLACEMENT

PER STRUCTURAL

17

ROOF DETAIL AT UPPER CLADDING & CANOPY

SCALE: 3" = 1'-0"

MEMBRANE ROOFING

COVER BOARD

TAPERED INSULATION AS

REQUIRED TO MAINTAIN

POSITIVE WATER FLOW OFF

ROOF. MIN SLOPE 1/4" / FT

(E) WOOD T&G DECKING,

REMOVE AND REPLACE AS

NOTED ON STRUCT DWGS.

PRIME TOP OF DECKING WHERE

EXPOSED OR REPLACED

(E) WOOD BEAM, BEYOND.

REMOVE AND REPLACE AS

NOTED ON STRUCT DWGS

NOTE: CLEAN, PRIME AND PAINT ALL

EXPOSED WOOD AND NON-PREFIN

METAL FLASHINGS AND HARDWARE

(HANGERS,BOLTS, ETC.), MATCH

EXISTING, TYP.

GALV. ANNULAR RING

SHANK NAILS

@ 3" O.C.

NEW PREFAB ROOF CURB

W/ PT NAILERS

LINE OF

DUCTWORK

PT SILL PLATES, INSPECT

AND REPLACE AS REQ'D.

ANNULAR SPACE

BETWEEN CURB OPENING

AND DUCTWORK SHALL

BE FILLED WITH CLOSED

CELL FOAM

19 MECHANICAL CURB - EXHAUST FAN

SCALE: 3" = 1'-0"

FASCIA COVER ON EXTRUDED

ANCHOR BAR, MATCH (E)

COLOR

HOT AIR WELD

PT BLOCKING

MEMBRANE ROOFING

COVER BOARD

TAPERED INSULATION AS

REQUIRED TO MAINTAIN

POSITIVE WATER FLOW

OFF ROOF

TAPERED INSULATION AS

REQUIRED TO MAINTAIN

POSITIVE WATER FLOW OFF

ROOF

(E) WOOD T&G DECKING,

REMOVE AND REPLACE AS

NOTED ON STRUCT DWGS.

PRIME TOP OF DECKING WHERE

EXPOSED OR REPLACED

NOTE: CLEAN, PRIME AND PAINT

ALL EXPOSED WOOD AND NON-

PREFIN METAL (HANGERS,

ETC.), MATCH EXISTING, TYP.

(E) WOOD T&G DECKING.

REPLACE AS NOTED ON

STRUCT DWGS, PAINT

PT WOOD BLOCKING, ROUT

OUT AT CONNECTION TO

MINIMIZE BUILD-UP AND

PROVIDE BETTER DRAINAGE

SHEET METAL BEAM

END CAP, PAINT TO

MATCH (E).

(E) BEAM, BEYOND

4 DETAIL AT CANOPY GUTTER

SCALE: 3" = 1'-0"

(E) PLYWOOD, INSPECT AND REPLACE

DAMAGED SECTIONS AS REQ'D

(E) WOOD BLOCKING, INSPECT AND REPLACE

DAMAGED SECTIONS W/ PT BLOCKING AS REQ'D

FULLY ADHERED MEMBRANE ROOFING

MECHANICALLY ATTACHED

HIGH DENSITY POLYISO

COVER BOARD

(E) MEMBRANE

ROOFING, REMOVE AT

PERIMETER TO EXPOSE

BLOCKING

(E) INSULATION

AWRB, DRAINABLE, SELF-

ADHERED. CONFIRM MATERIAL

COMPATIBILITY WITH EXISTING

WEATHER BARRIER

REMOVE (E) STUCCO FINISH

PANEL AND REPLACE WITH

FIBER CEMENT PANEL, PAINT

TO MATCH (E)

(E) STRUCTURE

PT WOOD BLOCKING,

ROUT OUT AT

CONNECTION TO

MINIMIZE BUILD-UP AND

PROVIDE BETTER

DRAINAGE

6

ROOF DETAIL AT UPPER CLADDING GUTTER

SCALE: 3" = 1'-0"

PAINTED STEEL

STRAP-TIE

WALKWAY PAD

6" MIN

1"

6".

8".

2' - 6"

REMOVE AND REINSTALL

EXHAUST VENT

(E) HVAC CAP

CONT CLOSED CELL

FOAM PAD

FASTENER @ 12" OC W/

NEOPRENE WASHERS

MEMBRANE ROOFING, ON

BONDING ADHESIVE, FULLY

ADHERED, LAP OVER CURB

MEMBRANE SECUREMENT

HOT AIR WELD

FULLY ADHERED MEMBRANE

ROOFING

MECHANICALLY ATTACHED HIGH

DENSITY POLYISO COVER BOARD

16 SPLASH PAN

SCALE: 1 1/2" = 1'-0"

CONT. SEALANT TYP.

(E) MEMBRANE ROOFING

(E) INSULATION

(E) PLYWOOD SHEATHING. WHEN

EXPOSED INSPECT FOR DAMAGE

AND REPAIR AS NEEDED. REFER TO

ROOF MOISTURE SURVEY

(E) STRUCTURE

20

ROOF PENETRATION PREFABRICATED

SCALE: 3" = 1'-0"

MEMBRANE ROOFING

COVER BOARD

HEAT WELD, TYP

22 GA SHEET METAL CLEAT TO

COMPLY WITH ANSI/SPRI ES-1

KEE MEMBRANE HEAT-WELDED

TO FIELD MEMBRANE AND

ONTO GUTTER FLASHING

LAP MEMBRANE OVER

FLASHING, BEHIND GUTTER

GUTTER HANGER

REMOVE REPLACE GUTTER W/

KEE-CLAD SHEET METAL GUTTER

NOTE: CLEAN, PRIME AND PAINT

ALL EXPOSED WOOD AND NON-

PREFIN METAL (HANGERS,

ETC.), MATCH EXISTING, TYP.

PREFIN. KEE-CLAD SHEET METAL

COVER FLASHING, MATCH

GUTTER COLOR

2X SMOOTH PT TRIM, PRIMED

AND PAINTED

CONNECT TO (E) DOWNSPOUT,

PAINT TO MATCH EXISTING

LSW Architects, PC

610 Esther St., Suite 200

Vancouver, WA 98660

360.694.8571

LSW-Architects.com

10871

Brent Young

drawn by

BD

checked by

CRS

lsw job number

20250006

HEAT WELD, TYP

22 GA SHEET METAL CLEAT TO

COMPLY WITH ANSI/SPRI ES-1

KEE MEMBRANE HEAT-WELDED

TO FIELD MEMBRANE AND

ONTO GUTTER FLASHING

KEE-CLAD EDGE FLASHING

BUTYL FLASHING, SELF-ADHERED

LAP MEMBRANE OVER

FLASHING, BEHIND GUTTER

GUTTER HANGER

REMOVE AND REINSTALL

GUTTER. IF DAMAGED REPLACE

TO MATCH (E)

PREFIN. KEE-CLAD SHEET METAL

COVER FLASHING, MATCH

GUTTER COLOR

2X SMOOTH PT TRIM, PRIMED

AND PAINTED

PREFIN. SHEET METAL

FLASHING. PAINT TO MATCH (E)

CONNECT TO (E) DOWNSPOUT,

PAINT TO MATCH EXISTING

CONTRACTORS OPTION:

PROVIDE PRECAST CONCRETE

SPLASH BLOCKS OR RUBBER

SPLASH BLOCKS SET ON A SLIP

SHEET WITH SIMILAR DIMENSIONS

IN LIEU OF METAL.

HOT-AIR WELD TO

MEMBRANE ROOFING

PROVIDE CORRUGATIONS

TO BREAK WATER FLOW

METAL SPLASH PAN

PIPE PENETRATION

STAINLESS STEEL WORM

GEAR CLAMP

PRE-MOLDED FLASHING

HOT AIR WELD

FULLY ADHERED MEMBRANE

ROOFING

MECHANICALLY ATTACHED HIGH

DENSITY POLYISO COVER BOARD

(E) MEMBRANE ROOFING

(E) INSULATION

(E) PLYWOOD SHEATHING. WHEN

EXPOSED INSPECT FOR DAMAGE

AND REPAIR AS NEEDED. REFER TO

ROOF MOISTURE SURVEY

REMOVE (E) MEMBRANE AT PIPE,

PREP FOR NEW, REPLACE RIGID

INSULATION TO MATCH (E) AS

REQ'D.

(E) PIPE/CONDUIT

issue date

4/15/2025

PERMIT/BID SET

revisions

ANY REPRODUCTION AND/OR MODIFICATION

IN ANY FORM OF THIS DOCUMENT IS

PROHIBITED WITHOUT THE WRITTEN

PERMISSION OF LSW ARCHITECTS, PC

EXTERIOR

DETAILS

A-501

Scale

As indicated

Columbia Heights E.S. - Walkway Improvements

2820 Parkview Dr.

Longview, WA 98632

PERMIT SET

AAprill 1145,,22002525

ABBREVIATIONS:

&

L or L

@

CL or ℄

DIA or ∅

#

|| or //

PL or

AND

ANGLE

AT

CENTERLINE

DIAMETER

NUMBER or POUND

PARALLEL

PERPENDICULAR

PLATE (STEEL)

AB

ADDL

ADJ

AGGR

ALT

APPROX

ARCH

ASTM

ANCHOR BOLT

ADDITIONAL

ADJACENT

AGGREGATE

ALTERNATE

APPROXIMATE(LY)

ARCHITECT(URAL)

AMERICAN SOCIETY for TESTING

and MATERIALS

BF

BLDG

BLKG

BM

BO

BOT

BRB

BRG

BTWN

BRACED FRAME

BUILDING

BLOCKING

BEAM

BOTTOM OF

BOTTOM

BUCKLING RESTRAINED BRACE

BEARING

BETWEEN

CJ

CLG

CLR

CMU

COL

CONC

CONN

CONST

CONT

CP

CSK

CTR

CONTROL JOINT

CEILING

CLEAR(ANCE)

CONCRETE MASONRY UNIT

COLUMN

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

COMPLETE PENETRATION

COUNTERSUNK

CENTER

DBL

DF

DIA

DIAG

DIM

DIST

DKG

DN

do

DS

DTL

DWG

DWL(S)

DOUBLE

DOUGLAS FIR

DIAMETER

DIAGONAL

DIMENSION

DISTANCE

DECK/DECKING

DOWN

DITTO

DRAG STRUT

DETAIL

DRAWING

DOWEL(S)

EA

EE

EF

ELEV

EMB

EN

EOR

EQ

ES

EW

EXIST or (E)

EXP

EXT

EACH

EACH END

EACH FACE

ELEVATION

EMBEDMENT

EDGE NAILING

ENGINEER OF RECORD

EQUAL

EACH SIDE

EACH WAY

EXISTING

EXPANSION

EXTERIOR

FF

FIN

FLR

FND

FOC

FOS

FRMG

FRT

FS

FT

FTG

FINISH FLOOR

FINISH

FLOOR

FOUNDATION

FACE OF CONCRETE

FACE OF STUDS

FRAMING

FIRE RETARDANT TREATED

FAR SIDE

FEET (FOOT)

FOOTING

GA

GALV

GL

GLB

GN

GR

GRND

GAUGE (GAGE)

GALVANIZED

GLU-LAM

GLU-LAM BEAM

GANG NAIL

GRADE

GROUND

HD

HDG

HDR

HK

HORIZ

HS

HSS

HT

HOLDOWN

HOT DIPPED GALVANIZED

HEADER

HOOK

HORIZONTAL

HEADED STUD

HOLLOW STRUCTURAL SECTION

HEIGHT

IBC INTERNATIONAL BUILDING CODE

ICC INTERNATIONAL CODE COUNCIL

ID

INSIDE DIAMETER

IN

INCH(ES)

JST

JOIST

JT

JOINT

LAG

LLH

LLV

LMPT

LONG

LAG BOLT

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LIGHT METAL PLATE TRUSS

LONGITUDINAL

MAX

MB

MECH

MF

MFR

MIN

MISC

MTL

MAXIMUM

MACHINE BOLT

MECHANICAL

MOMENT FRAME

MANUFACTURER

MINIMUM

MISCELLANEOUS

METAL

(N)

NEW

N

NORTH

No

NUMBER

NS

NEAR SIDE

N-S

NON-SHRINK

NTS

NOT TO SCALE

oc

OD

OPNG

OPP

OWSJ

ON CENTER

OUTSIDE DIAMETER

OPENING

OPPOSITE

OPEN WEB STEEL JOIST

PAF/PDF

PEN

PERP

PLYWD or

PLY

PNL

PSF

PSI

POWDER ACTUATED / DRIVEN

FASTENERS

PANEL EDGE NAILING

PERPENDICULAR

PLYWOOD

PANEL

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

R

REF

REINF

REQ or

REQD

REV

RTNS

RADIUS

REFERENCE

REINFORCE(D)(ING)

REQUIRED

REVISE or REVISION

RETURNS

SAD

SCBF

SEE ARCHITECTURAL DRAWINGS

SPECIAL CONCENTRIC BRACED

FRAME

SCHED

SCHEDULE

SDSM SELF DRILLING SHEET METAL

SECT

SECTION

SEOR

STRUCTURAL ENGINEER OR

RECORD

SF

SQUARE FEET

SHT

SHEET

SHTG

SHEATHING

SIM

SIMILAR

SIMP or (S)

SMRF

SIMPSON

SPECIAL MOMENT RESISTING

FRAME

SMS

SHEET METAL SCREW

SN

SILL NAILING

SOG

SLAB ON GRADE

SPEC

SPECIFICATION

SQ

SQUARE

SS

STAG

STD

STIFF

STL

STRUC

SUSP

SYM

STAINLESS STEEL

STAGGER or STAGGERED

STANDARD

STIFFENER

STEEL

STRUCTURAL

SUSPENDED

SYMMETRICAL

T&B

T&G

THK

THRD

TN

TO

TRANS

TSN

TYP

TOP AND BOTTOM

TONGUE AND GROOVE

THICK(NESS)

THREADED

TOE NAIL

TOP OF

TRANSVERSE

THE STEEL NETWORK

TYPICAL

UNO

UNLESS NOTED OTHERWISE

URM

UNREINFORCED MASONRY

VERT

VIF

VERTICAL

VERIFY IN FIELD

W/

W/O

WD

WF

WHS

WP

WT

WTR

WTS

WWF

WITH

WITHOUT

WOOD

WIDE FLANGE

WELDED HEADED STUD

WATER PROOF or WORK POINT

WEIGHT

WELDED THREADED ROD

WELDED THREADED STUD

WELDED WIRE FABRIC

X HVY

X STR

XX HVY

XX STR

EXTRA HEAVY

EXTRA STRONG

DOUBLE EXTRA HEAVY

DOUBLE EXTRA STRONG

LSW Architects, PC

610 Esther St., Suite 200

Vancouver, WA 98660

360.694.8571

LSW-Architects.com

04.14.2025

Exp. 04.05.2026

drawn by

ATW

checked by

DA

lsw job number

M2024-0136

issue date

Ap4r/i1l 51/42,0220525

PEPREMRIMT/IBTIDSESTET

revisions

ANY REPRODUCTION AND/OR MODIFICATION

IN ANY FORM OF THIS DOCUMENT IS

PROHIBITED WITHOUT THE WRITTEN

PERMISSION OF LSW ARCHITECTS, PC

STRUCTURAL

NOTES

S1.1

Scale

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