Plans.pdfSITE INFORMATION
OWNER
JIM AND MICAELA PETKOVIT5
ADDRESS
24233 1047H PL. W
EDMONDS,WAab020
APN
00564gOO500b00
LEGAL DE5G.
HK 51-HROEDERS REPLAT OF
FOREST GLENN BLK 005 D-00 -
LOT &
51TE AREA
0.24 AG (-10,454.0 5F)
&WILDING AREA
EXIST. RESIDENCE
1,3g2.0 5F
NEW LOWER FLR.
'756.5 5F
NEW UPPER FLR
414.0 5F
TOTAL LIVING
2,562.5 5F
EXIST. SHED
Ia7.0 5F
TOTAL EXIST. BLD65 156a O 5F
NEW FLATWORK
4111 5F
FIRE 5PRINKLER5
NO
BUILDING OGC.
R-3, U
BUILDING TYPE
VB
CODE U5ED
2012 IBC, IRG, IPC, IFC, WA
AMENDMENTS, WA ENERGY CODE
IMPERVIOUS
SFG. GALGS
INDEX TO DRAWINGS
SITE PLAN NOTES
FRO LOCATION
24233 I04TH PL K
I. CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS AND
ARCHITECTURAL
CHARACTERISTICS.
2. MAINTAIN POSITIVE DRAINAGE AWAY FROM BUILDINGS (196
A -I. SITE PLAN
MIND
A-2.1 FLOOR PLANS
9. ALL FLA7WORK TO BE SLOPED FOR DRAINAGE.
A-2.2 ROOF PLAN
Q
4. VERIFYFY AND MAINTAIN E%157. SITE DRAINAGE INCLUDING
A-2.3 FLOOR AND ROOF PLAN ALTERNATES
Q
5WALE5 SUCH THAT EXI57IN6 517E CHARACTERISTICS ARE NO
A-3.1 EXTERIOR ELEVATIONS
1.
MODIFIED
ARCHITECTURAL A SURVEY
A3.2 EXTERIOR ELEVATIONS
A-4.1 BUILDING 5ECTION5
J247-
5THE SITE PLAN 15 NOT PROPERTY
DESCRIPTION INFORMATION ON THIS SHEET 19 FOR GENERAL USE
A-5.1 ELEGTRIGAL PLANS
�
-
ONLY.
6. NO CRITICAL AREAS SITE.
A-6.1 ARCHITECTURAL DETAILS
NA
ON
STRUCTURAL
5-1.0 STRUCTURAL NOTES5-2.1
FOUNDATION AND FLOOR FRAMING PLAN
ENERGY AND VENTILATION
5--2.2 UPPER FLOOR FRAMING PLAN
5-2.3 UPPER ROOF PLAN
244TH 9T 914 -T
ENERGY CODE COMPLIANCE SHALL BE A5 PER THE
5-3-0 5TRUCTURAL DETAILS
WASHIN&TON STATE ENERGY CODE 2012 WITH. MINIMUM
5-3.1 STRUCTURAL DETAILS
INSULATION (R) VALUES OR U-VALUES OF COMPONENTS
5-3.2 STRUCTURAL DETAILS
SHALL BE AS FOLLOWS.
6LAZIN6, VERTICAL (U-VALUE) 0.25
VICINITY
/�
MAP
6LAZINo: HORIZONTAL (U-VALUE) Os0
DOOR, ENTRANCE (U. a 0-60 MAX
I PT I OF WORK
(U-V
DOOR, SOLID METAL N-VALUE) 0.60 MAX
DESGR ON
NO SCALE
1
-f+-
CEILING INSULATION R-4w MIN.
INSULATED WALLS R-21.4 MIN.
SLAB EDGE R-10
I. NEW TWO STORY ADDITION TO EXISTING
FLOOR R-5& MIN.
HOME. ADDITION TO INCLUDE MASTER SUITE
AND NEW ADU.
ENERGY CREDIT NOTES:
2. REMODEL EXISTING HOME INCLUDING
I. OPTION lb - INCORPORATED ABOVE.
REMOVAL OF EXISTING MASONRY FIREPLACE,
2. OPTION 5a - EFFICIENT WATER HEATING
NEW KITCHEN AD NEW MUD/UTILITY ROOM
EXISTING AREAS
EXI5TING HOME (I1155)
1,656 5F
EXISTING SHED (Ia55)
I`aT SF
EXISTING PATIO (1g55)
2-TO 5F
EXISTING PORCH (Ia55)
16 5F
EXISTING DRIVE (Ia55)
443 5F
TOTAL EXIST.
2642 5F
EXIST. PATIO REMOVED
(210 5F-66
Sr- REPLACED)
TOTAL REMAINING EXIST.
2,440 5F
NEW ADDITION
&'8 5F
NEW DRIVE
120 5F
NEW FLATWORK
2aa SF
REPLACED FLATWORK
(68 5F)
TOTAL NEW
1.21a 5F
/
TOTAL IMP. SURFACE
3b5a SF
A
/
SITE AREA
10.454 5F
LOT COVERAGE`=
/
NOTE: ALL EXISTING IMPROVEMENTS
FROM Ia55.
HOME /ADDITION AREA 15 ROOF GOV.
/
FLATWORK AREA DOES NOT
INCLUDE
AREA UNDER ROOF.
QJ
PROVIDE STORM
/ DRAIN INLET
/ PROTECTION FOR
LIFE OF PROJECT.
THRE PARKING
/ SPA E5 ON-51TE -ram
NEW GRAVEL, PAVERS
OR A5PHALT DRIVE
T
SITE PLAN
N88d48'33 "N
t� I
I
1
EDGE OF PAV�NT, TYP 'l
/ EXIST. I
/SEWER LINE,
TYP /
/ WATER LINE,
-TMP� -
/ EXISTINNQ ASPHALT DRIVE
TO RENJAIN
NEW GONG.
FLATWORK-\
A - 95.5 <-EXIST
SLOPE DN -
I
:TXISTINC--
ESIDENC
I
I EXIST. F.F.= 100..0
i
L- - - - - -
N88d48'33"N
ft;
D - ae.s
POWER, PHONE, AND TRASH AREA, BEHIND
GABLE LINE5, TYP FENCE TO REMAIN, TYP
I PLAN AND IMPLEMENT PROPER 61-EARIN6 AND
GRADING OF THE SITE IT 19 MOST IMPORTANT TO
CLEAR ONLY THE AREAS NEEDED, PRESERVE
VEGETATION, PROTECT SOILS, AND KEEP EXPOSED
AREAS TO A MINIMUM
2. RE -VEGETATE, COVER WITH STRAW, OR OTHERWISE
STABILIZE ALL EXPOSED 501L AS SOON AS POSSIBLE.
5. LOCATE ANY 501L PILES AWAY FROM DRAINAGE
SYSTEMS. TEMPORARY STABILIZATION OR COVERING
OF SOIL PILES MUST OCCUR AT THE END OF EACH WORK
DAY OR OTHER BEST MANAGEMENT PRACTICES MUST BE
IMPLEMENTED TO PREVENT DISCHAROM OF 501L OR
SEDIMENT FROM THE CITY'S STORM DRAINAGE SYSTEM
OR SURFACE WATERS OR ADJACENT PROPERTIES
4. PROVIDE 5TORM DRAIN INLET PROTECTION WITHIN THE
PROJECT AREA AND DOWNSTREAM AS REOUIRED TO
PREVENT SEDIMENT AND POLLUTANTS FROM ENTERING
THE CITY'5 STORM DRAINAGE 5Y5TEM. INLET
PROTECTION MUST BE MAINTAINED THROUGHOUT THE LIFE
OF THE PROJECT AND NOT CAUSE ANY DISCHARGE OF
SEDIMENT OR LOCALIZED FLOODING ISSUES. ALL INLET
PROTECTION MUST BE REMOVED AND PROPERLY
DISP05ED OP IMMEDIATELY AFTER PROJECT
COMPLETION.
PROPERTY LINE, TYP
-- 3 --� B-aa.4
NEW DOWNSPOUTS FROM
NEW ADDITION TO
_ y TERMINATE AT
5PLA5HBLOGK5, TYP.
J r r 'j'
j I��bi I cn'
I
I Xi
�yt-
�x o� oN
\ y / 51LT FENCE FOR
DURATION OF GROUND
D15TURBING AGTIVITIE5
EXIST. GONG. FL*
�
TO BF REMOVEqt� ! I 501L STOCKPILE AREA,
\\ PARTIALLY REPdAGE GOVER AT END OF EACH
P Q� DAY, TYP.
4
NEW GONG
FLATNORI,
�c���
� v p 9 �p15
141.12'
\ MAINTAIN IX15T.
DRAINAGE FLOW TOWARD
FRONT OF SITE. ADJUST
EXIST. IF NE- TO
AGGOMO TE ADDITION
1
EX I ST I NCC
SMALLEST RECTANGLE I
ENCLOSING WILDING 5H-ED
G-aa.2
z
- _
z
- --i
(941iJ'
HEIGHT CALCULATIONS
A- a8.5 15-aa.4
G- aa.2 D- a8.5
AVERAGE GRADE - ae.a
MAX HEIGHT ABV GRADE=123.a
ACTUAL HEIGHT ABV ORD=121 2
0
LJ
3
d
O
Z
FOUNDATION VENT CAL05
0
d
6
OEM
l_
DEPROOM
I5'-O"
31611H. WALLS
SHWR K/ TEMP 6L.
ABV TO +5'0"AFF
. TILE ALL SHOWER
WALLS, TYP.
slo
vtsc v
Nov o 9 20�5
v�cEs
I, (�UFFER FLOOR PLAN
BEDROOM TUB/SHWR m
® r
FFHB in
;p 0
N ry
FFHB
v
m _� LIVING Q
-
Q
m
3 O X6 SGQ
4•-0•
6•
❑
4,
7o
—
W
�
UPI
3•
8" F
iv
12"
P. G
5 B P
— — — —
5 .P.
—
6
310
X ,
.50 7
6'O"X&W' BIPA55
4'0"
5" BIFOLD
11311 "
BEDROOM
BEDROOM
2'b'Xb— b
VENTING REG = 1/500
PER 1203.3.2 EXCEPTION 2.
GRAWLSPAGE
CRAWL5PACE 5F = -156.55F
REQUIRED SF OF VENTING = 1.515F
FOUNDATION VENTS - 4 MIN ® .50 = 2.05F
TOTAL VENTING PROVIDED = 205F > 1.51, OKAY
NOTE:
I. PROVIDE 6 MIL VAPOR RETARDER OVER ALL
GROUND SURFACES IN UNDER FLOOR AREA.
2. PLACE VENTS TO PROVIDE CROSS VENTILATION.
3. ADD VENT FOR ANY EXIST, VENT COVERED BY
ADDITION
WALL LEGEND
CONT. R1611? INSUL. O/ PLYW'D O/
2X6®I(VOC HU }" GYP. BO. VAPOR
BARRIER AT INSIDE FACE AND R-21
KRAFT FACED BATT IN51JL. BTM
®
NEW INTERIOR WALLS - 2X44Ib"OC
H/ 1/2" GYP. BD. EACH SIDE. USE
.MOUND BAITS AT 15ATHROOM AND
UTILITY ROOM WALLS AND 9-15
KRAFT FACED BAITS AT
EXTERIOR WALLS. USE 2X6
I6"OC WHERE NEG. FOR PLUMBING
WALLS.
0
EXI5TIN6 HALLS TO REMAIN.
C —
EXI5TIN6 WALL5 TO BE REMOVED
24'-61 "
2
4'-O"
NEW FLATWORK
-o• 4 �
6-0"
4'b"FIXED MU LE '0'X4'6"FIXE0MULLED PR 'O"X6' ' F NG
O•XI'6" 5L O b'O'XI'b" SL W I EMP.
m
PELLET FIREPLACE p
m
LIVING � -
DININ6 �
I F -1 Q
11
3'_4 in
- — —
O I '
LINEN
(E)
)
HA
OSAUH
BEDfZOOM
TF
"
(a
N
N o
BATH
I�
(E) (E)
(EJ
5'6'
O"5L
410"XI'O" FI
N£W SFIOYJE
EX15T FLAT➢ VRK 16
-a"
VENT TO
8'-10"
MAIN FLOOR PLAN
n-