APPROVED ENG BLD RESUB1 REV1 BLD2021-0353 SITE ARCH PLANS 1.27.22ABBREVIATIONS:
A.B.
ANCHOR BOLT
E.J.
EXPANSION JOINT
R.H.
RIGHT HAND
ABV.
ABOVE
EL.
ELEVATION
LAM.
LAMINATED
R.I.B.C.
RESIDENTIAL
A.A.
AIR CONDITIONING
ELEC.
ELECTRIC
LAV.
LAVATORY
INTERNATIONAL BUILDING
ACT
ACOUSTICAL TILE
ELEV.
ELEVATION
LB.
POUNDS
CODE
ADJ.
ADJUSTABLE
E.P.
ELECTRICAL PANEL
LBL.
LABEL
R.I.O.
ROUGH IN ONLY
A.F.F.
ABOVE FINISH FLOOR
ENCL.
ENCLOSURE
L.D.
LINEAL FOOT
RM.
ROOM
AGG.
AGGREGATE
ENG.
ENGINEER
L.H.
LEFT HAND
R.O.
ROUGH OPENING
AGG.
ALTERNATE
EQ.
EQUAL
L.L.
LIVE LOAD
R.V.
RIDGE VENT
ALUM.
ALUMINUM
EQUIP.
EQUIPMENT
LOC.
LOCATION
AN.
ANNODOZED
E.W.
EACH WAY
L.PT.
LOW POINT
S
SOUTH
APPR.
APPROXIMATE
EXH.
EXHAUST
LT.
LIGHT
S.B.
SETBACK OR/
ARCH.
ARCHITECT/
EXIST.
EXISTING
LTG.
LIGHTING
SAND BLAST
ARCHITECTURAL
EXP.
EXPANSION
LVR.
LOUVER
S.C.
SOLID CORE
ASPH.
ASPHALT
EXT.
EXTERIOR
RM.
SCREEN
A/V
AUDIO / VISUAL
MATL.
MATERIAL
SCHED.
SCHEDULE
F.A.
FIRE ALARM
MACH.
MACHINE
S.A.
SMOKE DETECTOR
BD.
BOARD
F.B.
FLAT BAR
MAX.
MAXIMUM
SECT.
SECTION
BEL.
BELOW
F.D.
FLOOR DRAIN
M.B.
MACHINE BOLT
S.D.
SQUARE FOOT
BLDG.
BUILDING
FDN.
FOUNDATION
M.C.
MEDICINE CABINET
SHMTL.
SHEET METAL
BLK.
BLOCKING
F.A.
FIRE EXTINGUISHER
M.D.F.
MEDIUM DENSITY
SHT.
SHEET
BM.
BEAM
F.B.
FACTORY FINISH
FIBERBOARD
SHTHG.
SHEATHING
B.C.
BY OTHERS
F.B.E.
FINISH FLOOR
MECH.
MECHANICAL
SHWR.
SHOWER
B.C.F.
BOTTOM OF FOOTING
FIN.
FINISH
MEMB.
MEMBRANE
SIM.
SIMILAR
BOT.
BOTTOM
FIXT.
FIXTURE
MFR.
MANUFACTURER
SL.
SLOPE
B..S.
BOTTOM OF STRUCTURE
FLASH.
FLASHING
M.H.
MANHOLE
SPECS.
SPECIFICATIONS
B..W.
BOTTOM OF WALL
FLDG.
FOLDING
MIN.
MINIMUM
SQ.
SQUARE
BRIG.
BEARING
FLR.
FLOOR
MIR.
MIRROR
S.S.
STAINLESS
BRKT.
BRACKET
FLUOR.
FLUORESCENT
MISC.
MISCELLANEOUS
S.S. STL.STAINLESS
STEEL
BSMT.
BASEMENT
F.O.C.
FACE OF CONCRETE
M.O.
MASONARY OPENING
STD.
STANDARD
BTWN.
BETWEEN
F.O.F.
FACE OF FINISH
MTD.
MOUNTED
STL.
STEEL
F.O.I.C.
FURNISHED BY OWNER
MTG.
MOUNTING
STOR.
STORAGE
CAB.
CABINET
INSTALLED BY
MTL.
METAL
STRUC.
STRUCTURAL
CAP.
CAPACITY
CONTRACTOR
SUSP.
SUSPENDED
C.B.
CATCH BASIN
F.O.S.
FACE OF STUD
N
NORTH
S.V.
SOFFIT VENT
C.F.
CUBIC FEET
F.P.
FIREPROOF
N.
NEW
SYM.
SYMBOL OR SYMETRICAL
CEM.
CEMENT
FRMG.
FRAMING
N.O.
NOT APPLICABLE
SYS.
SYSTEM
C.I.
CAST IRON
F.S.
FULL SIZE
N.I.C.
NOT IN CONTRACT
C.I.P.
CAST IN PLACE
FT.
FOOT/FEET
MULL.
NUMBER
T.
TREAD
C.J.
CONTROL JOINT
FTG.
FOOTING
NOM.
NOMINAL
TEL.
TELEPHONE
CL
CENTER LINE
FURR.
FURRING
N.T.S.
NOT TO SCALE
TEMP
TEMPERED OR/
CLG.
CEILING
FLIT.
FUTURE
TEMPERATURE
CLKG.
CAULKING
0.0.
OVERALL
T&G
TONGUE AND GROOVE
CLR.
CLEAR
GA
GAUGE
0/
OVER
THK.
THICK
CMU
CONCRETE MASONRY UNIT
GAL
GALLON
OBSC.
OBSCURE
TLT.
TOILET
CNTR.
CENTER
GALV.
GALVANIZED
O.C.
ON CENTER
T.O.
TOP OF
C.O.
CLEAN OUT
G.B.
GRAB BAR
O.D.
OUTSIDE DIAMETER
T.O.C.
TOP OF CONCRETE
COL.
COLUMN
G.F.I.
GROUND FAULT
OR/ OVERFLOW DRAIN
T.O.P.
TOP OF PLATE
COMP.
COMPOSITION
INTERRUPTER
O.H.
OVERHEAD
T.O.S.
TOP OF SLAB
CONIC.
CONCRETE
GL.
GLASS
OPNG.
OPENING
T.O.S.F.
TOP OF SUB -FLOOR
COND.
CONDITION
GLB
GLU-LAMINATED BEAM
OP.
OPPOSITE
T.O.S.W.
TOP OF STEM WALL
CONN.
CONNECTION
GND.
GROUNDED
O.S.B.
ORIENTATED STRAND
T.O.W.
TOP OF WALL
CONST.
CONSTRUCTION
GP.
GRADE
BOARD
TV
TELEVISION
CONT.
CONTINUOUS
G.S.F.
GROSS SQUARE FOOTAGE
TYP.
TYPICAL
CONTR.
CONTRACTOR
GWB
GYPSUM WALL BOARD
PBD.
PARTICLE BOARD
CORR.
CORRUGATED
GYP.
GYPSUM
PC.
PIECE
U.L.
UNDERWRITERS
CPT.
CARPET
PERF.
PERFORATED
LABORATORIES
C.R.V.
CONTINUOUS RIDGE VENT
H.
HEIGHT / HIGH
PERP.
PERPENDICULAR
UNF.
UNFINISHED
CSMT.
CASEMENT
H.B.
HOSE BIBB
P.H.
PAPER HOLDER
U.N.O.
UNLESS NOTED
C.T.
CERAMIC TILE
HBD.
HARDBOARD
P.L.
PROPERTY LINE
OTHERWISE
C.T.
CUBIC YARD
H.A.
HOLLOW CORE OR/
PL.
PLATE
HANDICAPPED
P.L.
PROPERTY LINE
V.B.
VAPOR BARRIER
d
PENNY
H.B.
HEAVY DUTY
PLAM.
PLASTIC LAMINATE
V.C.T.
VINYL COMPOSITION TILE
D.
DEEP
HDR.
HEADER
PLAS.
PLASTER
VFY.
VERIFY
D.
DRYER
HDWD.
HARDWOOD
PLYWD.
PLYWOOD
VFY.
VERTICAL
DBL.
DOUBLE
HDWR.
HARDWARE
PR.
PAIR
V.G.
VERTICAL GRAIN
DEC.
DECORATIVE
HGR.
HANGER
POL.
PRECAST
V.I.F.
VERIFY IN FIELD
DEMO.
DEMOLISH OR/
H.A.
HOLLOW METAL
P.S.F.
POUNDS PER SQUARE
DEMOLITION
HOR..
HORIZONTAL
FOOT
W
WEST
DIA.
DIAMETER
H.R.
HAND RAIL
P.S.I.
POUNDS PER SQUARE INCH W.
WIDTH OR WATT
DIAG.
DIAGONAL
HR.
HOUR
PT.
PAINT
W/
WITH
D.L.
DEAD LOAD
HT.
HEIGHT
P.T.
PRESSURE TREATED
W/O
WITHOUT
DIM.
DIMENSION
H.W.T.
HOT WATER TANK
PTN.
PARTITION
WD.
WOOD
DISP.
DISPENSER
PTD.
PAINTED
WDW.
WINDOW
DN.
DOWN
I.D.
INSIDE DIAMETER
P.V.C.
POLYVINYL CHLORIDE
W.P.
WATERPROOF
DOCS.
DOCUMENTS
I.D.S.
INTERIOR DOWNSPOUT
PVMT.
PAVEMENT
W.R.
WATER RESISTANT
DR.
DOOR
IN.
INCH
W.S.
WOOD SCREW
D.S.
DOWNSPOUT (EXTERIOR)
INCL.
INCLUDED
QTY.
QUANTITY
WT.
WEIGHT
DTL.
DETAIL
INSUL.
INSULATION
W.W.M.
WELDED WIRE MESH
D.W.
DISHWASHER
INT.
INTERIOR OR INTEGRAL
R.
RADIUS OR/
DWG.
DRAWING
INV.
INVERT
RISER
XFRMR.
TRANSFORMER
DWR.
DRAWER
R.T.
ROOF DRAIN
JST.
JOIST
REF.
REFRIGERATOR
YD.
YARD
E
EAST
JT.
JOINT
REINF.
REINFORCING
EA.
EACH
READ.
REQUIRED
E.B.
EXPANSION BOLT
KIT.
KITCHEN
REV.
REVISED
GENERAL NOTES:
ENERGY NOTES
1. ALL WORK TO COMPLY WITH 2O18 WASHINGTON STATE ENERGY CODE WITH
JURISDICTION AMENDMENTS WHERE APPLICABLE.
2. CAULK ALL JOINTS AROUND EXTERIOR OPENINGS AND ALL JOINTS IN SIDING
AND FLASHING WHERE INFILTRATION MAY BE POSSIBLE.
3. SEAL ALL TEARS AND JOINTS IN INSULATION WITH APPROVED TAPE.
4. A MINIMUM OF 75% OF ALL LUMINAIRES ARE REQUIRED TO BE HIGH
EFFICACY. (505, CH. 2) THE WSEC DEFINES "HIGH EFFICACY LUMINAIRE" AS: "A
LIGHTING FIXTURE THAT DOES NOT CONTAIN A MEDIUM SCREW BASE
SOCKET (E24IE26) AND WHOSE LAMPS OR OTHER LIGHT SOURCE HAVE A
MINIMUM EFFICIENCY OF:
a) 60 LUMENS PER WATT FOR LAMPS OVER 40 WATTS;
b) 50 LUMENS PER WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS;
c) 40 LUMENS PER WATT FOR LAMPS 15 WATTS OR LESS.
GENERAL NOTES
1. ALL WORK TO COMPLY WITH 2O18 INTERNATIONAL RESIDENTIAL CODE &
LOCAL CODES
2. ALL APPLICABLE CODES, ORDINANCES AND MINIMUM STRUCTURAL
REQUIREMENTS TAKE PRECEDENCE OVER ALL DRAWINGS, NOTES AND
SPECIFICATIONS.
3. DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE OR CENTERLINE
OF INTERIOR COLUMNS UNLESS NOTED OTHERWISE.
4. THESE DRAWINGS ARE DESIGN -BUILD IN THE AREAS OF ELECTRICAL
5. ALL DEMOLITION MATERIAL TO BE HANDLED AND DISPOSED OF IN A MANNER
COMPLIANT WITH THE CITY OR A.H.J. CODES AND REGULATION.
SITE WORK
1. ALL EXCAVATION AND FILL SHALL BE STORED AND PROTECTED SUCH AS TO
PREVENT RUN OFF OF MATERIAL TO ADJACENT PROPERTIES.
FIRE PROTECTION
1. SMOKE DETECTORS SHALL BE INTERCONNECTED, HARD WIRED TO BUILDING
POWER, HAVE BATTERY BACKUP.
2. SMOKE DETECTORS SHALL BE INSTALLED IN ALL SLEEPING ROOMS, AND
OUTSIDE EACH SLEEPING AREA, IN THE IMMEDIATE VICINITY OF THE
BEDROOMS.
3. A MINIMUM OF (1) SMOKE DETECTOR SHALL BE INSTALLED ON EACH FLOOR
4. FIRESTOPPING AND DRAFTSTOPPING SHALL CONSIST OF 2" NOMINAL
LUMBER.
5. FIRESTOPPING AND DRAFTSTOPPING 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 (I.E.Soffits)
- CONCEALED SPACES BETWEEN STAIR STRINGERS AT TOP AND BOTTOM
OF THE RUN.
6. ROCK WOOL AROUND ALL OPENINGS FOR VENTS, PIPES, DUCTS, ETC.
7. EMERGENCY EGRESS WINDOWS SHALL MEET THE FOLLOWING
REQUIREMENTS:
CLEAR OPEN WIDTH
20" (Minimum)
CLEAR OPEN HEIGHT
24" (Minimum)
CLEAR OPEN AREA
5.7 s.f. (Minimum)
SILL HEIGHT
44" (Maximum)
SAFETY AND SECURITY
1. HANDRAIL INTERMEDIATE MEMBERS SHALL BE CONFIGURED AS TO PROHIBIT
PASSING A 4" DIAMETER SPHERE THROUGH ANY OPENING.
2. GUARDRAILS SHALL BE A MINIMUM OF 36" ABOVE FINISH FLOOR.
3. GUARDRAIL INTERMEDIATE MEMBERS SHALL BE CONFIGURED AS TO
PROHIBIT PASSING A 4" DIAMETER SPHERE THROUGH ANY OPENING.
4. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH A
MEANS TO ILLUMINATE THE STAIRS PER IRC SECTION R303.7
82.02' N 890 35' 2911 W" -
4"9
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TABLE OF CONTENTS
A1.0 COVER / SITE PLAN & PROJECT
INFORMATION
A2.0 PLAN &DETAILS
A3.0 DETAILS
Index Updated
OWNER
JOSHUA & IHLAE ROSEN
ADDRESS
21507 88TH AVE W
EDMONDS, WA 98026
PARCEL NUMBER
00723500000400
PROJECT DESCRIPTION
ADDITION OF DECK
LEGAL DESCRIPTION
THE LOT 4 OF LAURI ANN PARK NO. 4,
AS PER PLAT RECORDED IN VOLUME
44 PLATS, PAGE 130, RECORDS OF
SNOHOMISH COUNTY AUDITOR;
SITUATE IN THE CITY OF EDMONDS,
COUNTY OF SNOHOMISH, STATE OF
WASHINGTON
DEFINED EXTERIORS
123 2nd Ave S, Suite 230 #5. Edmonds, WA 98026
Contact@AADefinedExteriors .Corn
( 3 6 0) 3 0 6- 8 7 14
]?*-N7
POINT OF VISION
A R C H I T E C T U R A L S E R V I C E S
1628 46th Street SE, Everett, WA 98203
p o i In t_ o f_ v i s i o In @ c o m c a s t. In e t
(4 2 5) 7 7 2- 8 2 0 7
CC 250 4TH AVE S. STE 200
EDMONDS, WA 98020
ENGINEERING 425.778.8500
STRUCTURAL REVIEW
THIS DRAWING HAS BEEN REVIEWED
FOR CONFORMANCE WITH
STRUCTURAL REQUIREMENTS
INDICATED IN THE ATTACHED LETTER
AND/OR CALCULATIONS.
BY: Dennis Titus, PE, SE
JOB It: 21483.10 DATE: 01.26.22
Deck For: BLD2021-0353
Joshua & Ihlae Rosen
21507 88th Avenue W
Edmonds, WA 98026
1;*311_ 0111:
z 1-26-22 Revised Per Structural
ESUB1
PROJECT INFORMATION
PROJECT NO: POV2143
PROJECT MANAGER: BB
DRAWN BY: BB
SHEET NO
Cover Sheet
Site Plan
Al nO
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AND SCHED
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SIZE AND ROMF
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1 /4" = 1'-0"
EXISTING WALL
CONT. METAL FLASHING
COMPOSITE DECKING - SPACE
AND INSTALL PER MFG. LISTED
RECOMMENDATIONS
2x PRESSURE TREATED JOISTS
& HANGERS PER STRUCTURAL
2x LEDGER PER STRUCTURAL -
CONTINUE WRB BENEATH
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FACE OF DECK ABOVE
DEFINED EXTERIORS
123 2nd Ave S, Suite 230 #5. Edmonds, WA 98026
Contact@AADefinedExteriors .Com
( 3 6 0) 3 0 6- 8 7 14
]?*-N7
POINT OF VISION
A R C H I T E C T U R A L S E R V I C E S
1628 46th Street SE, Everett, WA 98203
p o i n t- o f- v i s i o n @ c o m c a s t. n e t
(4 2 5) 7 7 2- 8 2 0 7
C C 250 4TH AVE S. STE 200
EDMONDS, WA 98020
ENGINEERING 425.778.8500
STRUCTURAL REVIEW
THIS DRAWING HAS BEEN REVIEWED
FOR CONFORMANCE WITH
STRUCTURAL REQUIREMENTS
INDICATED IN THE ATTACHED LETTER
AND/OR CALCULATIONS.
BY: Dennis Titus, PE, SE
JOB #: 21483.10 DATE: 01.27.22
*CG HAS REVIEWED THE PLANS FOR
CONFORMANCE WITH THE WORK
COMPLETED BY CG ENGINEERING.
Deck For: BLD2021-0353
UPPER LEVELIDECK PLAN LOWER LEVELIFOUNDATION PLAN
CAULKING & BACKER ROD Of Joshua & 1 h 1 ae Rosen
DECK AREA 406 S.F. 1/8" = 1'- 0"O 1/8" = 1'- 0"O
21507 88th Avenue W
Edmonds, WA 98026
M FACE OF EXIST. LOWER FLR.
FACE OF EXIST. UPPER FLR.-
DECKING @ EXTERIOR WALL o
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NEW 46 P.T. H.F.#2 BEAM W/ ISSUANCE
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HANDRAILS W/ TOP MOUNTED
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POSTS @ PORCH & STAIRS PROJECT NO: POV2143
P.T. 2x12 H.F.#2 @ 12" O.C. EA. SIDE OF POST � o ; PROJECT MANAGER: BB
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Plan & Details
SHEET NO
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SEE
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PROVIDE 4" COVERAGE FOR SIMPSON MPB44Z
PROVIDE 5" COVERAGE FOR SIMPSON MPB66Z
PROVIDE 6" COVERAGE FOR SIMPSON MPB88Z
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2x BLOCKING —
2x BLOCKING
H1 TIE @ 32" O.C-
BEAM PER PLAN —
POST CAP -
P.T. POST PER PL4
\ DECK FRAMING -
FRAMED RAIL
imiffIi
DEFINED EXTERIORS
123 2nd Ave S, Suite 230 #5. Edmonds, WA 98026
Contact@AADefinedExteriors .Com
( 3 6 0) 3 0 6- 8 7 14
-IV
POINT OF VISION
A R C H I T E C T U R A L S E R V I C E S
1628 46th Street SE, Everett, WA 98203
p o i n t_ o f_ v i s i o n @ c o m c a s t. n e t
(4 2 5) 7 7 2- 8 2 0 7
C C 250 4TH AVE S. STE 200
40.— EDMONDS, WA 98020
ENGINEERING 425.778.8500
STRUCTURAL REVIEW
THIS DRAWING HAS BEEN REVIEWED
FOR CONFORMANCE WITH
STRUCTURAL REQUIREMENTS
INDICATED IN THE ATTACHED LETTER
AND/OR CALCULATIONS.
BY: Dennis Titus, PE, SE
JOB tt: 21483.10 DATE: 01.27.22
*CG HAS REVIEWED THE PLANS FOR
CONFORMANCE WITH THE WORK
COMPLETED BY CG ENGINEERING.
Deck For: BLD2021-0353
Joshua & Hae Rosen
21507 88th Avenue W
Edmonds, WA 98026
1.1-91.11 �If] a
Z& 1-26-22 Details Added Per Structural
PROJECT INFORMATION
PROJECT NO: POV2143
PROJECT MANAGER: BB
DRAWN BY: BB
SHEET NO
3
Details Sheet Added
A3nO