Columbia Heights ES Reroof Addendum 2
| Location: | Washington |
|---|---|
| Posted: | Apr 29, 2026 |
| Due: | May 15, 2026 |
| Agency: | Longview Public Schools |
| Type of Government: | State & Local |
| Category: |
|
| Publication URL: | To access bid details, please log in. |
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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 â„„
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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