APPROVED BLD-BLD2021-1004+Architectural_Plan+7.18.2021_10.07.28_AM+2306723fM1CL===EoODDDCQSS,__.C�MQ.N R=S.DIENCE,
91 31o 0L Y M P C V W V�
DMONDS, WA 90'00200
t ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■
(PRESERVATIVE -TREATED LUMBER REQUIRED ALL WOOD ON
CONCRETE OR IN DIRECT CONTACT WITH THE GROUND, EXTERIOR
(SIDING, SHEATHING AND FRAMING WITH A CLEARANCE LESS THAN
6" TO THE GROUND OR 2" TO CONCRETE SURFACES, ANY WOOD
(ATTACHED DIRECTLY TO CONCRETE WALLS BELOW GRADE.NONE 0 NONE 0 NONE 0 NONE 0 NONE 0 NONE 0 NONE 0 NONE 0 NONE 0 NONE 0 NONE ,
I Hardware and fasteners in contact with
preservative -treated wood shall be of ■
' hot -dipped zinc galvanized steel, I
Istainless steel, silicon bronze or copper.
.In the absence of manufacturers recommendations
a minimum of ASTM A 653 type G185 zinc -coated I
galvanized steel, or equivalent, shall be used. ■
L I RC R317.3.1 IBC 2304.10.5.1 I
0
APPROVED
PLANS MUST BE
ON JOB SITE
City of Edmonds
Building Department
APPROVED Plans
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
............................................I"!
Install per manufacturers
specifications. Have all
manufacturer
documentation on site.
r...............................................'
City Of Edmonds
Building Department
Work DECK
Address 9318 OLYMPIC VIEW DR
----------------------------------------
Owner MCLEOD
Approved Date 08/04/2021
Building Official lrelt-6111( 610ON416(
Permit Number BLD2021-1004
FROJECT TEAM
OWNERS
MURRAI' MCLEOD/HEATHER G,455ELMAN
9318 OLYMPIC VIEW DR
EDMONDS, WA e0020
ARCHITECT
TAMRA GROH, AIA
131(o CALIFORNIA AVE SW
SEATTLE, WA 98116
PHONE: 206-89m-1529
EMAIL: tam_38(o-IaHOTMAIL.COM
CONTRACTOR
PORTER HOMES LLC
2-101 229TH PL NE
SAMMAMISH, WA cJOO-14
CONTACT: JONATHAN PORTER
PHONE: 2mro-941-roro92
EMAIL: MRPORTER206,I@CaMAIL.GOM
PROPERTY DATA
PROJECT ADDRESS
9318 OLYMPIC VIEW DRIVE
ASSESSOR'S TAX NUMBER
0056500101001
LEGAL DESCRIPTION
NE 1/4 5EC13 T21N IR3E
6HEET INDEX
ARCHITECTURAL
A -I COVER SHEET/SITE MAP
A-2 GENERAL NOTES
A-3 SITE PLAN
A-4 DECK FRAMING PLAN/ELEV.
A-5 DETAILS
RECEIVED
Jul 21 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DRAWN: TG
CHECK: TG
JOB NO:
SHEET:
_
OF: SHEETS
GENERAL NOTES
1. ALL WORK TO COMPLY WITH THE ''2018 INTERNATIONAL RESIDENTIAL CODE" (IRC)
AND ALL THE SUPPLEMENTS AND AMENDMENTS OF THE LOCAL JURISDICTION.
2. ALL APPLICABLE CODES, ORDINANCES AND MINIMUM STRUCTURAL REQUIREMENTS
TAKE PRECEDENCE OVER ALL DRAWINGS, NOTES AND SPECIFICATIONS.
3. CONTRACTOR MUST CONTACT ARCHITECT IMMEDIATELY FOR ANY DISCREPANCIES IN
CONTRACT DOCUMENTS OR EXISTING CONDITIONS PRIOR TO PROCEEDING WITH WORK,
4. CONTRACTOR MUST CONTACT ARCHITECT IMMEDIATELY FOR ANY DISCREPANCIES
BETWEEN CONTRACT DOCUMENTS AND APPLICABLE CODES PRIOR TO PROCEEDING
WITH WORK.
5. CONTRACTOR TO VERIFY ALL DIMENSIONS, GRADES AND EXISTING CONDITIONS
BEFORE PROCEEDING WITH WORK.
6. CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF/HERSELF WITH ALL
ASPECTS OF THE WORK PRIOR TO CONTRACTING WITH THE OWNER TO PERFORM THE
WORK.
7, CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL NECESSARY PERMITS
FOR THE WORK, EXCEPT FOR THE BUILDING PERMIT WHICH IS THE RESPONSIBILITY OF
THE OWNER.
8. GUARANTEE ON ALL MATERIALS AND WORKMANSHIP TO BE (1) YEAR FROM DATE OF
COMPLETION UNLESS NOTED OTHERWISE IN CONTRACT.
9. REPETITIVE FEATURES MAY BE DRAWN ONLY ONCE, BUT SHALL BE PROVIDED AS IF
DRAWN IN FULL. REPETITIVE NOTES MAY BE CALLED OUT ONLY ONCE AND INDICATED
AS TYPICAL.
10. DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE OR CENTERLINE OF
INTERIOR COLUMNS UNLESS NOTED OTHERWISE.
11. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING MECHANICAL, ELECTRICAL
AND PLUMBING CONTRACTORS AND NOTIFYING THE ARCHITECT OF ANY
DISCREPANCIES IN FRAMING PRIOR TO PROCEEDING WITH WORK.
12, THESE DRAWINGS ARE DESIGN -BUILD IN THE AREAS OF MECHANICAL, ELECTRICAL
AND PLUMBING.
JOB SITE SAFETY
1. THE ARCHITECT HAS NOT BEEN RETAINED OR COMPENSATED TO PROVIDE
DESIGN AND/OR CONSTRUCTION REVIEW SERVICES RELATING TO THE
CONTRACTOR'S SAFETY PRECAUTIONS.
2. PERIODIC SITE VISITS PERFORMED BY THE ARCHITECT SHALL NOT BE
CONSTRUED AS SUPERVISION OF ACTUAL CONSTRUCTION SAFETY
PRECAUTIONS.
3. THE ARCHITECT IS NOT RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR
THE PERFORMANCE OF WORK BY THE CONTRACTOR OR THE CONTRACTOR'S
EMPLOYEES OR EMPLOYEES OF SUPPLIERS OR SUBCONTRACTORS, OR FOR
ACCESS, VISITS, USE, WORK, TRAVEL OR OCCUPANCY BY ANY PERSON.
SITE WORK
1. ALL EXCAVATION AND FILL SHALL BE STORED AND PROTECTED SUCH AS TO
PREVENT RUN OFF OF MATERIAL TO ADJACENT PROPERTIES.
2. FOOTING DRAIN TO BE SEPARATE FROM ROOF AND IMPERVIOUS AREA DRAINS,
3. DOWNSPOUT DRAIN TO BE 4" DIAMETER TIGHTLINE UNLESS NOTED OTHERWISE.
4. FOOTING DRAIN TO BE 4" DIAMETER PERFORATED PIPE UNLESS NOTED OTHERWISE
5. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH REQUIRED SEEWER AND/OR
STORM WATER SYSTEMS.
EARTH WORK
1. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING SITE VISITS BY THE GEOTECHNICAL
ENGINEER TO VERIFY SOIL CONDITIONS.
2. EXTEND EXCAVATION DOWN TO UNDISTURBED SOIL OF THE SPECIFIED STRENGTH
WITH A MINIMUM OF 18" BELOW LOWEST ADJACENT FINISH GRADE,
3. COMPACTED FILL TO BE WELL GRADED AND GRANULAR WITH NOT MORE THAN 5%
PASSING A 200 SIEVE. PLACE IN 8" LOOSE LIFTS AND COMPACT TO 9551. MODIFIED
AASHO DENSITY AT OPTIMUM MOISTURE CONTENT.
4. BACKFILL BEHIND ALL RETAINING WALLS WITH FREE DRAINING GRANULAR FILL AND
PROVIDE FOR SUBSURFACE DRAINAGE.
MOISTURE PROTECTION (SEE IRC R319)
I. PROVIDE PRESSURE TREATED PLATES BETWEEN CONCRETE AND
FRAMING.
2. PROVIDE A MINIMUM OF 12" CLEAR BETWEEN WOOD GIRDERS AND EARTH.
3. PROVIDE A MINIMUM OF IV CLEAR BETWEEN WOOD JOISTS AND EARTH.
4. PROVIDE A MINIMUM OF 8" CLEAR BETWEEN WOOD POSTS AND EARTH.
5. PROVIDE A MINIMUM OF 1" CLEAR BETWEEN WOOD POSTS AND CONCRETE FLOORS.
6. CAULK ALL OPENINGS THOROUGHLY.
-1. FLASH ALL OPENINGS WITH A MINIMUM OF 26 GAUGE GALVANIZED STEEL TO
ACCEPTABLE INDUSTRY STANDARDS.
8. METAL COPING AT PARAPET TO BE A MINIMUM OF 22 GAUGE GALVANIZED STEEL.
VENTILATION NOTES
I. ALL WORK TO COMPLY WITH THE m 150-1 OF THE 2015 SRC.
2. SOURCE SPECIFIC FANS SHALL BE LOCATED IN ALL KITCHENS, BATHROOMS, WATER
CLOSETS AND LAUNDRY FACILITIES. VENTILATION CAPACITY SHALL BE AT LEAST 50
G.F.M. FOR BATHROOMS AND LAUNDRY ROOMS (Intermittent use) AND 100 C.F.M. FOR
KITCHENS (Intermittent use). DUCTING SHALL TERMINATE OUTSIDE THE BUILDING AND
SHALL BE EQUIPPED WITH BACKDRAFT DAMPERS.
3. WHOLE HOUSE VENTILATION SYSTEM SHALL PROVIDE THE VOLUME OF OUTDOOR AIR
SPECIFIED BY 1-1150-1.3.30) OUTDOOR AIR SHALL BE PROVIDED TO ALL HABITABLE
ROOMS. FAN SHALL HAVE A $ONE RATING OF 1.0 OR LESS MEASURED AT 0.1 INCHES
WATER GAUGE FOR FAN LOCATED LESS THAN 4 FEET FROM GRILL.
4. PROVIDE VENTILATION OPENINGS PER SECTION 150-1.3.4.4,
5. ALL SUPPLY DUCT WORK IN CONDITIONED SPACE SHALL BE INSULATED TO A
MINIMUM OF R-4 PER 150-1.3.6.4.
6. PROVIDE A MINIMUM NET AREA OF 1 SQUARE FOOT OF VENTILATION AREA FOR EACH
150 SQUARE FEET OF CRAWLSPACE AREA. PLACE OPENINGS WITHIN 3' OF EACH
CORNER .SRC SECTION R408,
-1. ALL CRAWLSFACE VENTS TO BE PROVIDED WITH 1/4" NON -CORROSIVE WIRE MESH
OR SRC R408.2 APPROVED EQUIVALENT.
8. PROVIDE A MINIMUM NET AREA OF 1 SQUARE FOOT OF FREE VENTILATION AREA FOR
EVERY 150 SQUARE FEET OF ATTIC AREA. PROVIDE A CONTINUOUS 1 INCH MINIMUM AIR
SPACE ABOVE INSULATION FOR CROSS VENTILATION PER SRC.
9. ALL ATTIC VENTS TO BE PROVIDED WITH 1/4" NON -CORROSIVE WIRE MESH OR
APPROVED SOFFIT VENTS.
ENERGY NOTES
I. ALL WORK TO COMPLY WITH THE "2015 WASH. STATE ENERGY CODE" (WSEC) AND ALL
THE SUPPLEMENTS AND AMENDMENTS OF THE LOCAL JURISDICTION.
2, PER WSEC 401.3 AN 15NULATION CERTIFICATE PROVIDED BY THE INSULATOR TO BE
POSTED WITHIN 3 FEET OF ELECTRICAL PANEL PRIOR TO FINAL INSPECTION.
3. PRESCRIPTIVE MINIMUM
INSULATION VALUES PER WSEC TABLE 402.1.1 UNLESS NOTED
OTHERWISE:
CEILING
R-49 (1" clear vent space)
JOIST VAULTED CLG
R-38 (1" clear vent space)
ABOVE GRADE WALL
R-21
BELOW GRADE WALL
R-21 (Interior)
BELOW GRADE WALL
R-10 (Exterior)
FLOOR
R-30
SLAB ON GRADE
R-10 (First 24")
4. PER WSEC R402.4-THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO
LIMIT AIR LEAKAGE IN ACCORDANCE WITH TEH REQUIREMENTS OF SECTIONS R402.4.1
THROUGH R402.4.4
5. PER WSEC TABLE R402.4.1.1-A CONTINUOUS AIR BARRIER SHALL BE INSTALLED IN
THE BUILDING ENVELOPE. EXTERIOR THERMAL ENVELOPE CONTAINS A CONTINOUS AIR
BARRIER WITH ALL BREAKS OR JOINTS SEALED.
6. PER SEC R403.1-AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH
SEPARATE HEATING AND COOLING SYSTEM.
-1. PER WSEC R403.3.2-ALL DECTS, AIR HANDLERS AND FILTER BOXES SHALL BE
SEALED.
8. PER WSEC R403.5.5-ALL ELECTRIC WATER HEATERS IN UNHEATED SPACES OR ON
CONCRETE FLOORS SHALL BE PLACED ON AN INCOMPRESSABLE, INSULATED SURFACE
WITH A MINIMUL THERMAL RESISTANCE OF R-10,
9. PER WSEC R403.6- THE BUILDING MUST BE PROVIDED WITH VENTILATION THAT
MEETS THE REQUIREMENTS OF THE IRC OR IMC. OUTDOOR AIR INTAKES ADN EXHAUST
SHALL HAVE AUTOMATIC OR GRAVITY DAMPERS THAT CLOSE WHEN THE VENTILATION
SYSTEM IS NOT OPERATING.
10. PER R403.6.1 WHOLE -HOUSE MECHANICAL VENITILATION FAN EFFICACY PER TABLE
R403.6.1
11. PER WSEC 4031 HEATING AND COOLING EQUIPMENT SHALL BE SIZED IN
ACCORDANCE WITH THE ACCA MANUAL S BASED ON TEH BUILDING LOADS
CALCULATED IN ACCORDANCE WITH ACCA MANUAL J OR OTHER APPROVED HEATING
AND COOLING CALCULATIONS METHODOLIGIES.
12. PER WSEC R404.1 -MIN OF -15io OF PERMANENTLY INSTALLED NEW LAMPS IN LIGHTING
FIXTURES TO BE HIGH -EFFICACY
13. PER WSEC R406.2 - DWELLING SHALL COMPLY WITH TABLE R406.2 TO ACHIEVE A
MINIMUM OF 1.5 CREDITS FOR A SMALL DWELLING UNIT. APPLICABLE CREDITS ARE
LISTED BELOW AND ON SHEET A-1.
OPTION 5a. EFFICIENT WATER HEATING 5a. .05 CREDITS
-ALL SHOWERHEAD AND KITCHEN SINK FAUCETS INSTALLED IN THE HOUSE SHALL
BE RATED AT 115 GPM OR LESS.
-ALL OTHER LAVATORY FAUCETS SHALL BE RATED AT 1.0 GPM OR LESS,
OPTION 3d - HIGH EFFICIENCY HVAC EQUIPMENT 3d: 1.0 CREDITS
-DUCTLESS SPLIT SYSTEM HEAT PUMP, ZONAL CONTROL: IN HOMES WEHRE THE
PRIMARY SPACE HEATING SYSTEM IS ZONAL ELECTRIC HEATING, A DUCTLESS HEAT
PUMP SYSTEM SHALL BE INSTALLED AND PROVIDE HEATING TO EH LARGEST ZONE OF
THE HOUSING UNIT.
FIRE PROTECTION
1. PROVIDE (1) HOUR FIRE SEPARATION BETWEEN GARAGE AND DWELLING UNIT.
RESIDENTIAL, DIVISION 3, AND M OCCUPANCY FIRE SEPARATION CONSISTS OF:
- (1) LAYER OF 5/8" GYPSUM WALLBOARD ON THE GARAGE SIDE AT ALL WALLS AND
AT CEILINGS. PROVIDE (2) LAYERS AT CEILINGS BELOW HABITABLE SPACES.
- 1-3/8" MINIMUM THICK, SOLID CORE, TIGHT FITTING, SELF CLOSING DOOR WITH SMOKE
GASKET.
- DUCTS PIERCING FIRE SEPARATION TO BE A MINIMUM OF 26 GAUGE, AND HAVE NO
OPENINGS INTO THE GROUP "U" OCCUPANCY.
2. FIRE SEPARATION TO BE HORIZONTAL AND VERTICAL INCLUDING ALL STRUCTURAL
MEMBERS SUPPORTING THE FIRE SEPARATION.
3. ALL ENCLOSED USEABLE SPACE UNDER STAIRWAYS SHALL BE (1) LAYER OF 5/8"
TYPE 'X' GYPSUM WALLBOARD ON ENCLOSED SIDE.
4. SMOKE DETECTORS SHALL BE HARD WIRED TO BUILDING POWER AND SHALL HAVE
BATTERY BACKUP.
5. SMOKE DETECTORS SHALL BE INTERCONNECTED TO PROVIDE AN AUDIBLE ALARM
IN ALL SLEEPING ROOMS.
6, SMOKE DETECTORS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE EACH
SLEEPING ROOM IN THE IMMEDIATE VICINITY, AND A MINIMUM OF (1) SMOKE DETECTOR
SHALL BE INSTALLED ON EACH FLOOR INCLUDING THE GARAGE.
-1. FIRESTOPPING AND DRAFTSTOPPING SHALL CONSIST OF 2" NOMINAL LUMBER.
8. FIRESTOPPING AND DRAFTSTOPFING IS REQUIRED IN THE FOLLOWING PLACES:
- CONCEALED SPACES AT ALL FLOOR AND CEILING LEVELS AND AT 10 FOOT
INTERVALS ALONG THE LENGTH OF THE WALL.
- INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES
(Le. Soffits)
- CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF THE RUN.
9. ROCK WOOL AROUND ALL OPENINGS FOR VENTS, PIPES, DUCTS, ETC.
10. EMERGENCY EGRESS WINDOWS SHALL MEET THE FOLLOWING REQUIREMENTS:
CLEAR OPEN WIDTH
20" (Minimum)
CLEAR OPEN HEIGHT
24" (Minimum)
CLEAR OPEN AREA
51 s.f. (Minimum)
SILL HEIGHT
44" (Maximum)
11. PREFABRICATED FIREPLACES SHALL BEAR U.L. OR I.C.B.O. SEAL OF APPROVAL AND
SHALL BE INSTALLED PER MANUFACTURER INSTRUCTIONS.
12. APPLIANCE GENERATING A GLOW, A SPARK, OR FLAME MAY BE INSTALLED IN THE
GARAGE PROVIDED THE HEATING ELEMENTS AND SWITCHES ARE 18" ABOVE THE
FLOOR.
13. GARAGE FLOOR TO BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIAL
(CONCRETE).
SAFETY AND SECURITY
I. DEADBOLTS WITH A MINIMUM THROW OF 1/2" AND A VIEWPORT ARE REQUIRED AT ALL
EXTERIOR DOORS.
2. DEADBOLTS OR APPROVED LOCKING DEVICES ARE REQUIRED ON ALL SLIDING
DOORS.
3. ALL LOCKS SHALL BE OPENABLE WITHOUT ANY SPECIAL KNOWLEDGE OR EFFORT.
4. WINDOWS WITHIN 10'-0" OF FINISHED GRADE SHALL BE PROVIDED WITH LATCHING
DEVICES.
5. STAIRWAYS SHALL MEET THE FOLLOWING FOR OCCUPANCIES LESS THAN 10:
STAIR WIDTH 36" (Minimum clear above the handrails)
31-1/2" (Minimun clear with handrail on one side)
21" (Minimum clear with handrails on both sides)
TREAD DEPTH 10" (Minimum)
RISER HEIGHT -1-3/4" (Maximum)
HEADROOM 50" (Minimum)
HANDRAIL HEIGHT 34" to 38" above nosing
HANDRAIL DIAMETER 1-1/4"(Min) to 2" (Max), or per IRC R311.5.6.3
(o. HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2"
BETWEEN THE WALL AND THE HANDRAIL.
-1. GUARDRAILS SHALL BE A MINIMUM OF 36" ABOVE FINISH FLOOR.
8. GUARDRAIL INTERMEDIATE MEMBERS SHALL BE CONFIGURED AS TO PROHIBIT
PASSING A 4" DIAMETER SPHERE THROUGH ANY OPENING.
GLAZING NOTES
I. ALL GLAZING TO BE (2) PANE INSULATED GLASS OR BETTER UNLESS NOTED
OTHERWISE.
2. SLIDING DOORS TO BE SAFETY GLASS, LAMINATED GLASS, OR TEMPERED GLASS.
3. SHOWER DOORS AND ENCLOSURES TO BE SAFETY GLASS, LAMINATED GLASS, OR
TEMPERED GLASS.
4. REFER TO WINDOW SCHEDULE FOR ADDITIONAL REQUIREMENTS.
BATHROOM NOTES
I. WALL COVERINGS IN SHOWERS TO BE MOISTURE RESISTANT MATERIAL TO -12" (Minimum)
ABOVE THE FLOOR.
2. TOILET TO HAVE CLEAR SPACE OF 30" WIDE (Minimum) AND 21" CLEAR (Minimum) IN
FRONT OF STOOL.
SHOP DRAWINGS
I. SHOP DRAWINGS ARE REVIEWED FOR DESIGN INTENT ONLY.
2. THE CONTRACTOR IS TO REVIEW AND APPROVE ALL SHOP DRAWINGS PRIOR TO
SUBMITTING TO ARCHITECT OR STRUCTURAL ENGINEER.
3. SEE STRUCTURAL NOTES AND PROJECT SPECIFICATIONS FOR ADDITIONAL
REQUIREMENTS AND CLARIFICATIONS REGARDING SHOP DRAWINGS.
DRAWING LEGEND
SYMBOL
DESCRIPTION
REMARKS
OWINDOW
SYMBOL
See Window Schedule
A
DOOR SYMBOL
See Door Schedule
202
SPACE NUMBER
See Finish Schedule
O2
GRID LINE
A 12
MATCH L INE
40'-8"
VERTICAL
T.O. Slab
DATUM POINT
�--�►
SURFACE MATERIAL
Stone Wood
CHANGE
DWG
SHT
DETAIL REFERENCE
WG
SECTION CUT
11_sNT
REFERENCE
I
INTERIOR
4 SHT 2
ELEVATION
See Interior Elevations
REFERENCE
3
MATERIAL 5YM50L LEGEND
SYMBOL
DESCRIPTION
SYMBOL
DESCRIPTION
III=III=III=IIIz
El I El 11=III=1
EARTH /
COMPACT FILL
><
ROUGH WOOD
FRAMING
0
GRAVEL /
POROUS FILL
WOOD BLOCKING
a a �
a
CONCRETE
PLYWOOD
CMU / BRICK /
STONE VENEER
FINISH WOOD
GYPSUM WALL BOARD /
PLASTER
GATT INSULATION
?000/0'
STEEL
OR OTHER METALS
RIGID INSULATION
NATURAL STONE
ABBREVIATION LIST
AB ANCHOR BOLT
ABV ABOVE
AC AIR CONDITIONING
ACT ACOUSTICAL TILE
ADDT ADDITIONAL
ADJ ADJUSTABLE
AFF ABOVE FINISH FLOOR
AGG AGGREGATE
ALT ALTERNATE
ALUM ALUMINUM
APPR APPROXIMATE
ARCH ARCHITECT/ARCHITECTURAL
,45PH ASPHALT
BD BOARD
BEL BELOW
BLDG BUILDING
BLK BLOCKING
BM BEAM
BO BY OTHERS
BOF BOTTOM OF FOOTING
BOT BOTTOM
BOW BOTTOM OF WALL
BRG BEARING
BSMT BASEMENT
BTB BURY THE BODIES
BTWN BETWEEN
BUR BUILT UP ROOFING
CAB CABINET
CAP CAPACITY
(ATV CABLE TELEVISION
CB CATCH BASIN
CIF CAST IN PLACE
CJ CONTROL JOINT
CL CENTER LINE
CLG CEILING
CLKG CAULKING
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CNTR CENTER
CO CLEAN OUT
COL COLUMN
GONG CONCRETE
CONST CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CPT CARPET
CRV CONTINUOUS RIDGE VENT
CSMT CASEMENT
CT CERAMIC TILE
CY CUBIC YARD
d PENNY
D DEEP
D DRYER
DAFD DON'T ASK FOR DETAIL
DBL DOUBLE
DCU DON'T CALL US
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DN DOWN
DR DOOR
IDS DOWNSPOUT (EXTERIOR)
DTL DETAIL
DW DISHWASHER
DWG DRAWING
DWR DRAWER
E EAST
EA EACH
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRIC
ELEV ELEVATION
ENCL ENCLOSURE
ENG ENGINEER
EQ EQUAL
EQUIP EQUIPMENT
EW EACH WAY
EXIST EXISTING
EXT EXTERIOR
FB FLAT BAR
FD FLOOR DRAIN
FF FINISH FLOOR
FIN FINISH
FLASH FLASHING
FLR FLOOR
FLUOR FLUORESCENT
FND FOUNDATION
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOS FACE OF STUD
FRMG FRAMING
FT FOOT/FEET
FTG FOOTING
GA GAUGE
GAL GALLON
GALV GALVANIZED
GFI GROUND FAULT INTERRUPTER
GL GLASS
GLB GLU-LAMINATED BEAM
GR GRADE
GWB GYPSUM WALL BOARD
GYP GYPSUM
H HE IGHT
HB HOSE BIBB
HC HOLLOW GORE
HD HEAVY DUTY
HDR HEADER
HDWD HARDWOOD
HDWR HARDWARE
HGR HANGER
HORZ HORIZONTAL
HR HOUR
HT HE IGHT
HWT HOT WATER TANK
ID INSIDE DIAMETER
IDS INTERIOR DOWNSPOUT
IN INCH
INSUL INSULATION
INT INTERIOR
JST
JOIST
JT
JOINT
KID
KILN DRIED
LAM
LAMINATED
LB
POUNDS
LF
LINEAL FOOT
LH
LEFT HAND
LL
LIVE LOAD
LT
L IGHT
LTG
LIGHTING
MATL
MATERIAL
MAX
MAXIMUM
MB
MACHINE BOLT
MC
MEDICINE CABINET
MECH
MECHANICAL
MEMB
MEMBRANE
MFR
MANUFACTURER
MILP
MAKE IT LOOK PRETTY
MIN
MINIMUM
MIR
MIRROR
MISC
MISCELLANEOUS
MTL
METAL
N
NORTH
NA
NOT APPLICABLE
N I C
NOT IN CONTRACT
NO
NUMBER
NOM
NOMINAL
NTS
NOT TO SCALE
O/
OVER
OBSC
OBSCURE
OC
ON CENTER
OD
OUTSIDE DIAMETER
OD
OVERFLOW DRAIN
OH
OVERHEAD
OPNG
OPENING
OPP
OPPOSITE
FBD
PARTICLE BOARD
PERF
PERFORATED
PERP
PERPENDICULAR
PH
PAPER HOLDER
PL
PLATE
FL
PROPERTY LINE
PLAM
PLASTIC LAMINATE
PLYWD
PLYWOOD
FOL
POLISHED
PR
PAIR
PSF
POUNDS PER SQUARE FOOT
PSI
POUNDS PER SQUARE INCH
PT
PRESSURE TREATED
FTC)
PAINTED
QT
QUARRY TILE
QTY
QUANTITY
R
RADIUS
R
RISER
RD
ROOF DRAIN
REF
REFRIGERATOR
RE INF
REINFORCING
READ
REQUIRED
RH
RIGHT HAND
RJ
ROOF JACK/VENT
RM
ROOM
RO
ROUGH OPENING
RV
RIDGE VENT
$
SOUTH
SB
SETBACK
$B
SAND BLAST
SC
SOLID CORE
SCHED
SCHEDULE
SF
SQUARE FOOT
SHMTL
SHEET METAL
SHTHG
SHEATHING
$IM
SIMILAR
SPECS
SPECIFICATIONS
$Q
SQUARE
SS
STAINLESS
SS STL
STAINLESS STEEL
STD
STANDARD
STL
STEEL
$TOR
STORAGE
$TRUC
STRUCTURAL
SV
SOFFIT VENT
$YM
SYMBOL
T
TREAD
TEL
TELEPHONE
TEMP
TEMPERED
TEMP
TEMPERATURE
T 8G
TONGUE AND GROOVE
THK
THICK
TO
TOP OF
TOP
TOP OF PLATE
TOS
TOP OF SLAB
TOW
TOP OF WALL
TV
TELEVISION
TW
TRAIN WRECK
TYP
TYPICAL
UBC
UNIFORM BUILDING CODE
UNO
UNLESS NOTED OTHERWISE
VCT
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WATER RESISTANT
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WOOD SCREW
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RECEIVED
Jul 21 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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LOF:SHEET:2
SHEETS
(GUARDRAILS SHALL BE MIN. 36" IN HEIGHT
.WHERE THE ADJACENT SURFACE OR
!GRADE IS 30" OR MORE BELOW. RAILINGS
.SHALL BE SPACED TO NOT ALLOW THE
!PASSAGE OF A 4" SPHERE. IRC R312.1
0
EXISTING STEPS
(o TREADS a 11
-1 RISERS AT -I"
ME ME
. THERE SHALL BE A FLOOR OR LANDING AT THE !
! BOTTOM OF EACH STAIRWAY. THE LANDING SHALL
BE AT LEAST AS WIDE AS THE STAIRWAY IT
SERVES AND 36" IN THE DIRECTION OF TRAVEL.
R311.7.6 Landings for Stairways ■
t ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _
!GUARDRAILS SHALL BE DESIGNED TO RESIST A
■CONCENTRATED LOAD OF 200 POUNDS IN ANY
! DIRECTION AT THE TOP OF THE GUARDRAIL. ■
.INFILL COMPONENTS SHALL BE DESIGNED TO !
!OVER
A HORIZONTAL LOAD OF 50 POUNDS ■
A ONE SQUARE FOOT AREA. IRC R301.5. i
[DEC< FRAI"IINCz/FLOOR PLAN - GROSS AfP--,,E4 150 SF
FLAN1/4 = 1 - ! HANDRAILS ARE REQUIRED AT STAIRS WITH FOUR
NORTH■ OR MORE RISERS. ALL HANDRAILS TO BE LOCATED ■
34" TO 38" ABOVE TREAD NOSING. OPEN SIDES OF !
!STAIRS MORE THEN 30" ABOVE ADJACENT FLOOR ■
!SHALL HAVE HANDRAILS & GUARDRAILS. THE !
■ HANDGRIP PORTION SHALL HAVE ACROSS
!SECTIONAL DIMENSION OF 11/" TO 2". IRC R311.7.8. j
UJE5T ELEVATION
< NOT 5C��4DULE
DE eCfRIf=TION
LUS 210 M IAX HANGER TYP ATTACH W/#10 2.5" SIMi=SON
STRONG SCREWS 7YP
ATTACH 3XIm LEDGER W/ (2)6DWS 5" LAG SCREWS a 16" O.C.
TO EXIST. RIM JOIST 7YP
- HUG 410 A7 ALL FLU5HMOUN7 BEAMS
W/#9 SIMPSON STRONG SCREWS
70P MOUNTED LUS 210 ZMAX HANGER 70 COUNTER UPLIFT.
ATTACH W/#10 2B" 5IMF50N STRONG SCREWS 71'P OF 3 JOISTS
PROVIDE 6I1"fP50N HI'S FOR POSITIVE CONNECTION BETWEEN PERPENDICULAR
DROPPED BEAMS AND JOISTS
PROVIDE SIMPSON H2.5 FOR POSITIVE CONNECTION BETWEEN ALL ANGLED
DROPPED BEAMS AND JOISTS
2X1O BLOCKING BETWEEN ALL JOISTS
U.N.O.-ALL RIMS ARE DOUBLE 2XIO'5 GLUED TOGETHER WITH CONSTRUCTION
S ADHESIVE. INSIDE LAYER IS LAGGED INTO JOIST WITH 3.5" SDS SCREWS, AND
SECOND RIM IS GLUED TO FIRST AND SCREWED TOGETHER WITH 3.5" SDS SCREWS.
NEW DECK IS CONNECTED TO OLD DECK BY ADDING AN EXTRA 2X1O 70 CREATE
A TRIPLE RIM JOIST A7 JUNCTURE BETWEEN OLD AND NEW. LAG RIM TOGETHER
WITH 5" SDS SCREWS
10 PROVIDE 12" TOP MOUNT LAG SCREW FOR BEAM 70 BEAM CONNECTION BETWEEN
ALL FLUSH BEAMS (FB) AND DROPPED BEAMS (DB)
I1 TOENAIL DIAGONAL JOISTS TO RIM
12 PICKET STYLE STAIR RAILING -STAINED CEDAR
HAND RAIL TO BE 3ro" AS MEASURED FROM THE EDGE OF TREAD
NOSING. PICKETS AND RAILS ARE 70 PREVENT A 4" SPHERE
FROM PASSING THROUGH. HANDRAIL ON TOP OF GUARDRAIL
SHALL BE 1 1/2" IN CROSS -SECTIONAL DIMENSION AND SHALL BE
CONTINUOUS THE FULL LENGTH OF THE STAIRS.
13 PICKET STYLE GUARD RAILING -STAINED CEDAR
36" GUARDRAIL, PICKETS 70 PREVENT PASSAGE
OF A 4" SPHERE. GUARD RAIL TO BE BE DESIGNED TO RESIST A
200LB CONCENTRATED 70P LOAD AND A SOPSF ON ALL INFILL
COMPONENTS.
14 GLASS GUARD RAIL
36" TEMPERED GLASS GUARDRAIL
GUARD RAIL TO BE BE DESIGNED 70 RESIST A
20OL5 CONCENTRATED TOP LOAD AND A 50P5F ON ALL INFILL
COMPONENTS.
15 PRIVACY SCREEN/TRELLIS
SCREEN HEIGHT NOT TO EXCEED (o FEET ABOVE FINISHED DECK HEIGHT
SCREEN TO BE CEDAR LATTICE WITH BUILT IN GUARD RAIL AT 3ro" ABOVE
FINISHED DECK HEIGHT.
16 REMOVABLE DECK AREA AND CONCRETE SLAB BELOW PROVIDED FOR FUTURE
HOT 7U5. P7 4XIO FLUSH BEAMS ARE RIMMED INSIDE WITH A P7 2XIO FASTENED FROM
THE INSIDE FACE. TEMPORARY DECK AREA IS SUPPORTED INDEPENDANTLY WITH
(6) 4X4 POSTS SET ON TOP OF CONCRETE SLAB.
1� DECKING TO BE 1" COMPOSITE DECKING - TIMBERTECH AZEK OR EQUAL
ENGL 16H WALNUT TYP.
IS PROVIDE WALL MOUNTED EXTERIOR LIGHT WITH MOTION 5EN50RED 70 PROVIDE
SUFFICIENT LIGHTING AT TOP OF ALL STAIR LANDINGS.
19 STAIRS RISERS MUST EITHER BE SOLID OR PARTIALLY CLOSED SO THAT OPENING CAN
NOT PERMIT THE PASSAGE OF A 4" DIAMETER SPHERE.
r•".ra■�
NOfRT1-4 ELEVATION
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RECEIVED
Jul 21 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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JOB NO:
IN TIM5ERTECH DECKING
2XIm PT DF JOISTS
SIMPSON HI TIE W SDS SCREWS
- 4X12 PRESSURE TREATED
DOUG FIR 5EAM
CCQ(oro POST CAP W/
SDS2.5
i=OST TO FOOTING SECTION
1' = 3/4'-0"
0
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1'-0'
SLA5 SECT ION
&X6 PRESSURE TREATED
DOUG FIR POST
C55Q66 POST BASE WET SET IN CONC W/
SDS2
Hardware and fasteners in contact with ■
preservative -treated wood shall be of
hot -dipped zinc galvanized steel, ■
stainless steel, silicon bronze or copper. I
In the absence of manufacturers •
recommendations a minimum of ASTM A 653 I
type G185 zinc -coated galvanized steel, or
■ equivalent, shall be used. I
I I RC R317.3.1 IBC 2304.10.5.1
■
IS' DIA CONC. FOOTING
W/ (4) 04 VERT
*4 TIES AT 10" OC
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7'-7j•
I" TIM5ERTECH DECKING
2XIm PT DF JOISTS
U
SIMPSON HI TIE W SDS SCREWS
4X12 PRESSURE TREATED
DOUCs FIR BEAM
AC4 POST CAP W/
SDS2
4X4 PRESSURE TREAT
DOUG FIR POST
A5U44 POST BASE W/
10" J-50LT EMBED IN
12' DIA CONC. FOOTING
W/ (4) *4 VERT
04 TIES AT 10' OC
1'-0'
FOST TO FOOTING SECTION
1 " = 3/4' - 0'
1'-6'
0
IN TIM5ERTECH DECKING
2X10 PT DF JOISTS
SIMPSON H1 TIE W SDS SCREWS
4X12 PRESSURE TREATED
.� DOUG FIR BEAM
'OST CAP W/
'RESSURE TREATED
o FIR POST
C5SQ44 POST BASE WET SET IN CON
SDS2
2' DIA GONG. FOOTING
J/ (4) 04 VERT 6
4 TIES AT 10" OC
POST TO FOOTING SECTION
1" = 3/4'-0"
IN TIMRF7QTFC!-I nFGIGINrs
IT DF JOISTS
ESSURE TREATED
R BEAM
OST CAP W/
:ESSURE TREATED
IR POST
=06T BASE W/
ELT EMBED IN CONC.
REINFORCING
POST TO SLA5 SECT ION
1' = 3/4' - 0'
PLACE VICOR ON SHEATHING
BETWEEN LEDGER AND
EXIST. HOUSE
FLASHING 4" UP WALL AND
OVER NEW LEDGER
3X10 PRESSURE TREATED LEDGER
DOUG FIR *12
I' TIM5ERTECH DECKING
I LATERAL LOADS SHALL BE
■ TRANSFERRED TO THE GROUND OR THE STRUCTURE THAT IS CAPABILE 6%_11,
F
TRANSFERRING THE LOAD. PLEASE i
REFER TO 2018 IRC R507.9.2 FOR MORE.
DETAILS AND REQUIERMENTS.
2X10 PT DF JOISTS
LUS 210 ZMAX HANGER TYP
ATTACH W/010 2.5" SIMPSON
STRONG SCREWS TYP
(2)5DW5 5" LAG SCREWS
DECK LEDGER DETAIL
RECEIVED
Jul 21 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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OB NO:
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