20402 88TH AVE W.PDFIIIIIIIIIIII
8458
20402 88TH AVE W
CITY OF EDMONDS SIDE SEWER PERMIT
/,990 jqql, PERMIT N2 9015
_1V3
1162 (Fly 0
Address of Construction:
Property Legal Description (Include all easements):
/,o z
r1_1 '/�kpoj 0/s
Owner and/or Contractor:
State License No. OA V e- n H-e- le(O�Gk Building Permit No. 00 ("a
ce�
e ringl�e Family Invasion into City Right-of-Way:,12 �NoO Yes
Multi -Family (No. of Units-) RW Construction Permit No
El Commercial Cross other Private Property) No Yes
C3 Public . Attach legal description and copy of recorded easement
I certif� that I have read and shal! comply with all city requirements
as indicated on the back of the Permit Card.
Date
* CALL DIAL -A -DIG (1-800-424-5555) BEFORE ANY EXCAVATION *
O�R.CE �OSE ONLY'—'
FOR INSPECTION CALL 771-SM, PUBLIC WORKS DEPT..
.,4" 19,Avs
Permit Fee: I - Issued By 155�
Trunk ChargE:. f Date Issued: 7
Assessment Fee: Receipt No 62 -2:;.
Lid No.: /& f/
Partial Inspection: Date -Initial -
Comments
Reason Rejected: Date -Initial -
Final I nspection Approved: Date .3-31- ?f I nitial
I i
** PERMIT MUST BE POSTED ON JOB SITE **
White Copy: File Green Copy: Inspector Buff Copy: Applicant
Revised 3190
The City of Edmonds
Side Sewer Drawina
EASEMFNT NO . ..... ....... ...........................
NEW CONSTRUCTION REPAIRS F� LID NO . .................. ASMT. NO . ..................
OWNER..................................... .......................................................... CONTRACTOR ........................... ..................... PERMIT NO.
..... ........ -----------
JOB ADDRESS A-Q.L/-0;P ------- 0a 4.,.c. ....... ................ ... LEGAL DESCRIPTION: LOT NO. -.0 P#*--ie ................. BLOCK NO . ................................
1. NAME OF ADDITION ....... ................................... ..................................................................... ...
c4w - m 0 V+ ,c swe 4 s
lot Port%"er 4-0106,41
ZI-i ()dsp
OF t
.tic
I / a
so 5V r
t.-A 0- 10
1 .30
M/P
61-01"
170 V-JAPnANTY CF A" CCOACY. Tho inf9rom2fic-1 shovin on the
14", Is rnploy-.2s
vW map was compl!ed for jisaity the City of Edmonds. 11 c,
and consultarls. The City of Edmonds does not warrant 11te, accumcY Of
anything set fanh on the map. Any person or tritity req,�,astr-;,, -,, coPY
should cop—dict an independent inquiry regarding theinformation 511uwn 0.1
tha, mpp, Inc,'wirl nn se
but not I'miled 113. the loca[12 of any Wer StL
-chown. Such sjwer s!ubs may or may not exzt ard may or may not exist ak
th,., lo"tion shown. Nt�ner *the City of Edmonds nor its ernp!oy�,-,s
c, �i,".rs s'!all be Hatia for tte information given on M -map. not fur aflY
%prc:�en:aton prcvi.,4,pd .,az2d upon sa!,.d map.
Approved -
PWW-0001-11/75 (REV.11/78)
DATE .3 -.36 —.9.9 .................. B�y �- _.,a. evdv,,�. �-.
H E I G HT C f-\Lc'S SITE PLAN
L OT I 0;= S P ` 17 -34
A, -b 50.-2 5- CITY OF ZF13I`-4c3WT33
Tb 3 &4 8.8 5'
c jH
1D &f
TOTA,L I I C) 3 41. C) 5- m 6A�L
+ 2 7. 0 0/ Y clEr 115- DEC 2 '1998
37e-.05, MAL%
lee 911.0
2.0,
ON
-*o" Avow---
F�141*Wp
t\\)- L A I'J
7
Vmv PofL4.%A.
MIT
IMN 15
1'. 110 - 0
' A CCEPTABLEE. TIGHTLINE MATERIAL
IN-12 ADS
$ch 40 PVC
SDR 05 (ASTM D3034)
13
C- E ISS i U T I I- I T Y E &,S P4 T
5vG: m H E L L- SJR, E Q C C) �4 "E�'r
LU
5
co
Water Service Drawing
The City of Edmonds
EASEMENTNO . ................. ............... ........
NEW CONSTRUCTION REPAIRS F] LID NO . .................. . ASMT. NO . ........ .........
OWNER ....................................... .................................................. ... CONTRACTOR .... HE CIR4-M ............................................... PERMIT 1,40. 19.Pook.,
2- q 4o LEGAL DESCRIPTION: LOT. No . ....... ............................. BLOCK NO . ....................................
JOBADDRESS ........................... . .................................
.1 .................................................................... ... I ................... ..................................................................
NME OF ADDITION ........................... ...................... .... ..... ................................... ..............
^ ^ A
. -00
%%
W / -r9.Pxf;—R
PVAV-00U1-11/75 (REV.11 1178)
14c).
Approved:
DATEC ( ...................... By'��..// -k-d . .........................
NOTICE:
No--W'ar-ra n - y
The -information'shown on the attached
map(s) was compiled for use by the City of
Edmonds/ its Employees and Consultants.
Th,e City of*Edmonds does. not . warrant the
t these
accuracy of anything set for. h on . *
map(s�. An . y person or entity -requesting a
copy should conduct an independent
inform'ation shown on
inquiry regarding the
tF�e -map(S)i including, but not limited to,
-er stub shown. Suc
the lotation of any sew
sewer stubs may or may, not e.xist. and may
or may not exist at the location shown
Neither the City of Edmo*nds nor its
fEmpl-o-yee-s o-r office-rs -shall be 11a.ble for the
information given on this rnap(s), nor for
any one representation provided based
upon . said map(s).
PLANNING DATA
NAME:
SITE ADDRESS:
DATE:
ZONING: PLANCHK#-,
TiPROJECT DESCRIPTION: A)&� ,�jo-(:4
CORNERLO (Yes/No)
SETBACKS:
FLAG LOT (Yes/No)
Required Setbacks:
Front: ';K Left-Slde� 4hvM Side: Rea
Actual Setbacks: M., jk�
Front: Left Side: /
V : jai VrrW:
Street map checked for additional setback required? _(Yes/No)
LEGAL NONCONFORMING LAND USE DETERMINATION ISSUED -(YIN . )
LOT COVERAGE: -�— �i//?Vlt
Maximum Allowed:—,�� /
ual:
BUILDING HEIGHT: Ar . !�-
Maximum Allowed: 6
—Actual Height:
Datum Point: eeemw Datum Elevation:,/'
A.D.U. CREATED?:
SUBDIVISION:
CRITICAL AREAS
SEPA DETERMINATION:
GENERAL NOTES:
tO GENERAL
m! �CAN% ANY
AX 5 A5�
AH—
eua� � m , a —
NO
3.5 REINFORCING STEEL
11 CODES
Au. mATERI� ANP
A——
mm To,_�
1:2 DESIGN CRITERIA
A. UVE LOAD S
ON f—N
�N,M
B. LATERAL LOADS:
MND DESIGN CRITERIA,
A— I
NIA �t� �W WAC
E
4. 1�
5.
15 N�
Oe __ � n�
A_
24.1-
4
1
6D
-14J Z
4 �
n.
;;;_6��T F� K
SEISMIC DESIGN CRITERIA,
I.: �
2
5. � a�", D
6 W... ..0,
3.6 FOUNDATION ANCHOR 13OLTS
_T!k A
NI, ,A.. Al 12'
SOIL DATA
�_Y
CARPENTRY
2.0 SITE WORK
�.j, _ROUqH CARPENTRY
.2.1 EXCAVATION
�_A_ S—ANO
PW. ON
�TM 21� A� 9� W AT TNE C�WR5 tVCN!it'
2-2 BACKFILL AND COMPACTION
R�W� CIF ALL FO.-M
4 4 4 4 6 FM
NATEN'A4- SA�l NOT m
.1—LAS M.
ON �Nftl w hN IN mi'm
peany As vff� �o AmmMm T�
_W�mmeA_
HA�
4.3 CARPENTRY HARDWARE
3.0 CONCRETE
�3.1 GENERAL
SNALL WNARO�c�
%LTIMAM 5�`N 'CA
�TVNAL
EA`N W_ 2 ALTERNATI! PROC�,
D. LA6 W-1% �Cmt FLA� - � NAT�`AL
6,YI!N IN -1 W. Z — To
_A4 mi!AT�
�ANCCO��_w
m� M AVOW 5156RIMATIOK
VwATO" NIT"
NOT c'mcmm
Im �TNICAuy vc� ��_ � —
� �. m
Au �yp��� AN,
� HO,
4.4 MINIMUM NAILING - PER 2009 IRC
IMOVIVE
4.5 GLUE4AMIKATED TIMBER
Im 5� AND R�
_-AL% N~__
VVMSLLAN�
Im IN C.� �T
3.2 STRENGTH
A—'
ON —
MAY C� 5—� N
%AM ON 6RAD9 , �M;
�ANJ 2—Y& —XI AS
w NO4
1. Z= -Y
2
5.0 MISCELLANEOUS
PKO� NX ACFWCN5 TO t� NICA.
ALL D1 AND T. mlo�
3.3 MATERIAL: A61
AN,, TO
—A O�_
A. ON IL �NMNS
— "I — — V.
NOT
_TtNTO.___�
6.0 TABLE OF AREAS
TO
UVIN&AREA =2
U_ —
3A MATERIALS
UVIN& ANZA T_&
IT—ANM —m
I- FtrT
~A,NS ��OEVPERFORHAN� "�
A._1.Q5 TO
�NAYOC� �THEM�5�AL. A�
Av Imw
ANO VAN, �IMA_ CCpn� AN'
_V_
"T". NO, mj= V.
IN �— ~-�l �A�.
I ON 01,
'll
SITE PLAN
PROPERTY OWNER
5� � �e �ST
20� iM AVE" �T
M�"O_.H�TON q�
LEGAL DESCRIPTION
LOT 1 0, �T N�
ONOo- — 21�1.
OF � c4v— —
�5K 5� OF V~N6T�
TAX ACCOUNT NUMBER
�6100002
LOT COVERAGE
Nftl� =12
1� FWT
I's
LOT 13PO � MET
A5 A pm�E
OF — L�
IMPERViOIUS COVERAGE
WT A�
EUIWIN�14A�T 2,�A
—i
D�Yi . A16 souAnr Fc�r
IAI.
�AL
OARRAN"
nO 4"
5m TOTAL. 115 scUlm
TOTAL
CoW� — A �Ae
AN�!A - ft�
HEIGHT CALCULATION
�INT- A
ssom.
PONT-6
TOTAL
A� � 541�62W
914.262V K"IAL)I,I ALLOV4ABLE HEi6K
��I' ACWA� RJ� MLI/A�
CLASSIFACA
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ARE NOT � MMI�Teg
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MAIN 6A.PM
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"I'VAGE St,* R", _Ma
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App,,0,LliA, TID
�Y'
PERMnr4UMBFR
APPROVED BY R"LNG
411n�05 - _I_
t IN
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RANDALL J. MUNSON
BUILDING DESIGNER
�7713
5TH AVENUE NORTHEASY
SURE 102
SHOFEUNE
WASH14GTON
gaim
(205) U�I
CO=CE
CON�OR NOTICE
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SITE PLAN
GENERAL NOTES
RES 13
my 3 niz A— 1
CITY Copy
V6VO -3RDQ- -ONOK I
STANDARD DRAINAGE DETENTION SYSTEM
WORKSHEET
OWNER S CALCBY: S\)o,.x)mWea Aves.
ADDRESS PHONE:
DATE: 12
*****DESIGN DATA*****
IMPERVIOUS AREA PIPE DIA PIPE LG ORIFICE
31�74-
4000,6
DETENTION PIPE LENGTH LOCKING LfD
(TYP ICAL)
FINISHEED G
MINIMUM
T Ti N
IGHTLI E *ATURE�EPRRIAN'6 OF
CONC BOX OR RISER
.5% TO 1% SLOPE
OUTLET
E-OUTLET CONTROL
MIN.
UPPER CATCH BASIN ORIFICE
CONTROL CATCH'BASIN
SYSTEM CROSS SECTION
2'X2'X6' DEEP, 4-6' SPALLS OR EOUAL
FROM CONTROL CD 2'X 2'X 31 DEEP, 3/4' CRUSHED ROCK EXISTING GRADE
R
FROM CONTROL OUTLET WASHED ROCK
JTLET W S
ZENC
B� MIN 10' LONG.
PIPE To LEVEL
�-�XPERr
ERF PIPE W/ END CAPS
TRENCH SHALL BE LINED WITH MIRAFI
RIPRAP OUTLET PRIOR TO PLACEMENT OF WASHED DRAIN ROCK
RUNOFF SPREADER. TRENCH
FOOTING DRAINS SHALL NOT BE CONNECTED 10 DETENTI ON SYSTEM
NOTES:
W,
1. Call Engineering Division (771-0220) for a tightline and detention system inspection
q
APPROVED BY
before backfilling and for final inspections.
2, Responsibility for operation and maintenance of drainage systems on private property is the
responsibility of the property owner. Material accumulated in the storage pipe must be flushed
DATE
out and removed from the catch basins to allow proper operation. The outlet control orifice
must be kept open at all times.
M
Table 1 — Detention Pipe Sizes
Impermeable
Required
Area Sq. Ft.
Vol Cu Ft
2000
50
2500
62
3000
75
3500
87
4000
100
4500
112
5000
125
Note: Allowable Pipe MaterihIs:
Impermeable
Area Sa. Ft.
2000
2500
3000
3500
4000
4500
5000
Pipe Diameter
1511 1811 2411 - 3011
40
28
16
10
50
35
20
13
60
42
24
15 Required pipe
70
.49
28
18 -length in feet
80
56
32
21
90
63
36
23
100
70
40
25
Reinforced Concrete
Aluminized Steel
Aluminum
CMP Asphalt Coated
N — 12 ADS (Not permitted on roads)
Table 2 — Outlet Orifice Sizes
Outlet Orifice Diameter (inches)
5/8
5/8
3/4
3/4
7/8
7/8
7/8
Table 3 — Rectangular Catch Basin Requirements
Detention
Max. size
Catch Basin
pipe diameter
knockout
Type
< 18"
2011
Type 1, CB 15
18" to 24"
2611
Type IL, CB 16
24" to 36"
3611
Type 11, CB 19 19 (48" Basin)
36" to 42"
4211
Type 11, CB 19 19 (54" Basin)
*Source: Assoc. Sand
& Gravel Co. Standards
5
Revised 3/16/95
HEIGHT SITE PLA-M
LOT I Or- SP" '17-311
cive or
3
10 L(b. 3 0 <
TOTA,L I I '1 0 H M15Ald 12,
+ 27-00/ Vc?Sr'15-
37(-.OT MAX
c.n.
9).0
Tq7 CcA
IN,
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P rl I v Ll
13
^CCE'S'S i UTILITY E&,SMT
r: -A. CIS
N CL- -351.11
LU
co
to
5VEN HELL-SREKJ C(0�4"BT
HEIGHT CP\1-C"5 SITE PL/&,W
I- OT I or- S P " 17 -31
c irl oF iFio-o Krl'3
lap\-
c
1D i4830 0,5- MCA . ,-I
TOTA,L- 1 3 0 + 27.00/ Y96-116-
MAL%
An'
d-'GS 352-IC
It J.0
r&,S /O/LJ C, A/M L rO&-,Y— P.64-7—
S JZ7 Lp N� rL 1q;:h -J,
)<
tZ7
1 7—
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'ACCEPTABLr;, TIGHTLINE MATERIAL
M-12 ADS
OCh 40 PVC
SDR 9.0 (ASTM D3034)
IV\
fOO
u A-7-F
,M 3Qq4
A, 'b\f2 L A )J
C ri
7 >
. . . . . . ............
'p
Fir.= 3-5 CIO
11N
t.\j em SD
r4.1 v Lw
OP'Tum PT.
AS NOTED
^CC-ESS i UTILITY E&'SMT
5VEN HELL-ERE�Q CO�4"BT
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
OWNER NAMEINAME OF BUSINESS
P
Ir
W MAILING ADDRESS
z
3:
0 Po 3 o)( 3 7 1-/
CITY ZIP TELEPHONE
'F d h, or R 6.2 lw,2 2� - '77� 3 2`6
NAME
F- /` P A
ADDRESS
0
CITY
ZIP TELEPHONE
I U 3 r - W/C.
NAME
.9,ue h OekLenth �� CO&
cc ADDRESS
0
4
I- CITY TELEPHONE
z
_7
0 Ml�
STATE LICENSE NUMBER EXPIRATION DATE
-C;:,, - 'V 'e h q C Z 0 Z�1' - / 9 1
0 LEGAL DESCRIPTION OF PROPERTY INCLUDE ALL EASEMENTS
�z I — - . I
rj
LO
EXPIRES�!-�-7-0�0
USE
ZONE
PERMIT
NUMBEA990C*60
JOB
ADDRESS
SUITEIAPT#
LEGAL DES-CRIK16N CHECK
SUBDIVISION NO.
LID NO.
PUBLIC RIGHT OF WAY PER OFFICIAL
STREET MAP
TESCP Approved
EXISTING REQUIRED DEDICATION
R per 'p
W mi RequireKb,
Street Use permit Req' . 10P,
�,V
PROPOSED
Inspection Required
Sidewalk Required ZIP
M E T/ERS I Z E
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
S
YE NO 0
uj
z
z
REMARKS
A '121=
4"
'121
62 &4�
C5
z
W
_D1j)'4A1A1A6e_
eo
DATED REVIEWED BY
FIRE MEMO DATED REVIEWED BY
cc
U.
0 3,70 VARIANCE OR CU ADB# SHORELINE It
CHECKED BY
SEPA REVIEW SIGN AREA HEIGHT
COMPLETE EXEMPT ALLOWED , PROPOSED
51 . ALLOWED . PROPOSED
It If F I,
LU ri c-
C)
LOT COVERAGE
ALLOWED PROPOSED
REQUIRED SETBACKS (FT.)
FRONT SIDE REAR
rROFZ_§EDSETBXCRS`(FT.)
FRONT UR SIDE JJEA�
a
_j
( < PROPERTUAX ACeS6NT PARCEL NO.
Lu
_j
LOT AREA
Aq
PLANNIN E W BY "DA1EQ
NEW RESIDENTIAL
R ' PLUMBING MECH
REP#'Aw- — — LI-1- , ,
ADDITION COMMERCIAL
ci COMPLIANCE OR
CHANGE OF USE
V114 / d '0 P I
e_&Alk�
I - e1____ I - qw;��
REMODEL APARTMENT SIGN
A4 .4p
REPAIR GR FENCE
CYDS X FT)
/000
r:-(-'K E D 8
y4T
CON ST RUCTIO'N'
O��'
OCCUPANT
DEMOLISH OTHER
TANK
-V—&)
f"Iq -7
A)m
GARAGE ETAINING WALL RENEWAL
z CARPORT El IRIOCKERY
0
SPECIAL INSPECTOR AR
REQUIRED YES
-7
It
OC�UkNlj
-LOAD
P TYPE OF USE, BUSINESS 08 ACTIVITY) EXPLAIN:
a-
cc
0
U)
-A/_
f f-
REMARKS
PRO( R RIC 108
w NUMBER
0
M OF
0 STORIES C;IZ,
NUMBER OF
DWELLING
UNITS
CRITICAL
AREAS A,
NUMBER
I
D
M
DESCRIBE WORK TO BE DONE
A -4,4
FINAL INSPECTION
REQUIRED
VALUATION
FEE
PLANCHECKFEE
HEAT SOURCE
GLAZING %
LOT SLOPE %
BUILDING
4:51" f
7
PLAN th!"tCK NO:
VESTED_ffT,1f
PLUMBING
li—e-5-4 —8
MECHANICAL
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
:3 DOMAIN (CURBS,SIDEWALKS, DRIVEWAYS., MARQUEES,ETC.) WILL REQUIRE
G . RADING/FILL
4�
SEPARATE PERMISSION.
2
STATE SURCHARGE
M
W PERMIT APPLICATION: 180 DAYS
0-
=-,=/ il
PERMIT LIMIT: I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
STORM DRAINAGE FEES
in
in
W APPLICANT. ON BEHALF OF HIS OR HER SPOUSE. HEIRS, ASSIGNS AND SUCCESORS
�N
ENG. INSPECTION FEE
INTEREST, AGREES TO INDEMNIFY. DEFEND AND HOLD HARMLESS THE CITY OF
Cc EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
x ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
a FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
_1
0 DEEMED TO MODI FY. WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
Pt!�AI4 CK DEPOSIT
I
2: NOR LIMIT IN ANYWAY THE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION.,
.
-
TOTAL11 VMUNT DUE
I HEREBY ACKNOWLEDGE THAT � HAVE READ THIS AF TLICATION; THAT THE INFORMATION
GIVEN IS CORRECT, AND THAT AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
APPLICATIO�'AP6R'OVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL
TION: AND IN DOING THE WORK AUTHORIZED THEREBY. NO PERSON WILL BE EMPLOYED
This application is not a permit until signed by the
IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO
FOR INSPECTION
Building Official or hisfher Deputy: and Fees are paid. and
WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27.
receipt is acknowledged in space provided.
SIGNATURE (OWNER OR AGENT)
DATE SIGNED
(425)
OFFICI1K RE
'L'7 SIGP'j D TE
U-1 A 014A CO%d I A
DJ.()Q- q9
771-0220
j
M
A17ENTION
RELEASED BY D E
'2K �39
-
�/ 9
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
OF .. . I I I it
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
CATE OF OCCUPANCY HAS BEEN. GRANTED. UBC SECTION 109
ORIGINAL - FILE - YELLOW - INSPECTOR
PINK - OWNER - GOLD -ASSESSOR
51CIA
NOTESEE
UENERAL
.1.0. GENERAL
THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY
B.
AIR ENTRAINMENT: CONFORM TO ASTM-0260 AND A5TM-r,4ct4, M5-AE-10
vi I qCj;ZE I PANCY FOUND AMION& THE DRANINC75, SPECIFICATIONS, THESE NOTES,
BY MASTER BUILDER. ENTRAIN 5% +/- 1% AIR BY VOLUME IN ALL
AND THE, SITE CONDITIONS SHALL BE REPORTED TO THE ONNER, NIHO
EXPOSED CONCRETE.
SHALL -CORRECT SUCH DISCREPANCY IN NRITIN& ANY NORK, DONE BY THE
cONTRAr,T0R,AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE
1
C.
OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR
CONTRACTORS RISK. THE coNTRACTOR SHALL VERIFY AND 000 RDINATE THE
APPROVAL 15 C71VEN BY THE ENGINEER.
DIMENSIONS AMON6 ALL DRANIN65 PRIOR, To PROCEEDINa NITH ANY MRK OR
FABRICATIOK THE CONTRACTOR 15 RESPONSIBLE FOR -ALL BRAOINCI AND
3.5
REINFORCING STEEL
SHORINC7 DURIN& CONSTRUCTION.
1.1 CODES
DETAIL, FABRICATE AND PLACE PER ACI-515 AND A01-51e). SUPPORT
REINFORCEMENTNITH
APPROVED CHAIR5,51FACER5, OR TIES.
ALL METHODS, MATERIALS AND V40RKMANSHIP SHALL CONFORM TO THE
REoUIf;MMENTS or- THE CITY OF EDMONDS: 2001 INTERNATIONAL BUILDIN(5 CODE
A.
STEEL REINFORCEMENT SHALL BE NEN, DEFORMED BILLET STEEL,
(IRc),: AS AMENDED AND ADOPTED By THE CITY Or- EDMONDS AND THE STATE Or-
MEETIN&ASTM AbI5, &RADE (oo FOR #5 AND LAR6ER
INASHINCVTON; A.C.I. 516, A.1.5.0. ITH EDITION, AND A.I.T.C. 5RD
5AR51 EXCEPT AS NOTED; CRAVE 40 FOR #4 AND SMALLER BARS. SHOP
EDITION.
PRAV41NC75 5HALI_ BE MARKED ACCORDIN&LY AND SUBMITTED TO THE
5RADE 60 REBAR5
ENc7INEER FOR REVIEN PRIOR To FABRICATION. C
DESIGN CRITERIA
SHALL NOT BE BENT IN FIELD AFTER PLACING.
LIVE LOADS
B.
-75 SHALL BE
REINFORCEMENT IN ALL NALL5, SLABS, AND FOOTINC
..A..
CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, E30TH
ROOF (SNON) 25 PSF
VERTICAL AND HORIZONTAL.
FLOOR RES 40 PSF
FLOOR DECKS (00 F5F
0.
LAPS: ALL TENSION SPLICES ARE ACC C)RDING TO ACI 50-8cl, CLA55 5
AND ALL COMPRESSION 5FLICE5 ARE 50 DIAMETERS, UNLESS NOTED
B. LATERAL LOADS:
OTHERN15E.
WIND DESIGN CRITERIA:
V.
TRIM REINFORCIN&: AROUND ALL OPENINC75 SHALL BE A MINIMUM 145
Top AND BOTTOM, EXTENDINS, 2--b" BEYOND OPENIN& AT EACH CORNER.
1. BASIC, NINO SPEED 85 mph
SEE TYPIOAL DETAILS.
2. V41NO IMPORTANCE, I N= 1.00 (CATE6ORY 11)
5. NINVON EXPOSURE S'
E.
NELDINC TACK NELDIN6 OF REBAR 15 NOT PERMITTED UNLESS CALLED
4. INTERNAL PRESURE COr-FFI CIENT N/A (SIMPLIFIED NIND LOAD METHOD - 16011.6)
F.
MINIMUM REINFORCIN6: NHERE REINFORCEMENT 15 NOT SHONN ON
5. COMPONENTS AND CLADVINS
DRANIN65, THE "BUILDIN67 CODE REQUIREMENTS FOR REINFORCED
ZONE
POSITIVE
PRESSURE
NE6ATIVE
PRESSURE
I
I I.q P5F
FSF
I I.q FSF
FSF
2 OVERHANO)
P5F
5
11.01 P5F
-15.2 PSF
5 (OVERHAN6)
-24.1 P5F
4
15.0 P5F
-14.1 PSF
15.0 FSF
-11.4 F5F
CONCRETE,, (Ary 516-601) SHALL BE REFERRED TO FOR' PROPER
REINFORCEMENT.
C7. REBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS
FOLLOAS:
5" CONCRETE DEP051TED A6AIN5T EARTH
2" CONCRETE DEPOSITED A6AINST FORMS BUT EXPOSED TO EARTH
1-1/2" TO TIES IN COLUMNS, AND TIED REBAR IN AALL5
1-1/2" FOR BARS INSLABS ON 6ROUND
TOPO&RAPHIC EFFECT FACTOR K =1.0.rz
5/4" INTERIOR FACE OF KALL5
H. NELDED NIRE FABRIC: ASTM-AI55 AND A5TM-Ab2
SEISMIC DESIGN CRITERIA:
1. SEISMIC, IMPORTANCE, le = 1.0 5E15MIC, USE 6ROUP I
NAL 9 #4 REE3AR
J. MINIMUM STEEL REQUIREMENTS FOR CONCRETE L UBINC
2. MAPPED'5PECTRAL RESPONSE ACCELARATIONS 5 =135cf, 5s'- .5451
HE16HT VERTICAL HORIZONTAL
s.; site CLASS D
4. SITE RESPONSE COEFFICIENTS: 5 ds 1.05q, 5 CII =545
01-61 161, O.C. 151, O.C.
5.. SEISMIC,. DE5,16N CATEGORY: D
61-411 IV, O.C. 101, O.C.
-FOR -IRESTINC7 SYSTEM: BEARIN6 LL SYSTEM
6. BASIC. SMSMIC ZE NA
1. DESI(54:15ASE 5HEAR.- 18.6.KFS
3.6 FOUNDATION ANCHOR BOLTS
6.: SEISMIC, RESPONSE- COEMENT5:,Cs =0.14
q. RESPONSE mo.01FICATION FACTOR: R=65
5/8" STEEL BOLTS, NITH 'I" MIN. EMBEDMENT INTO C ONCRETE, PROVIDE A MIN.
10., SIMPLIFIED SEISMICANALY515, RPOCEVURE
OF (2) E30LTS PER SILL PLATE. ANCHOR BOLTS SHALL BE PLACED AT 12" O-C,-
FOR ONE STORY, 46" o.o. FOR TNO STORY RESIDENCES AND REFER TO
1Z SOIL'DATA
-,INEF -OR THREE STORY RE51DENCE5. ADDITIONALLY, ONE
LATERAL ENC _RIN(9 r
>I I UAL 5ILL PLATE.
BOLT MUST BE No LESS THAN 'I" FROM EACH END OF EACH, INr V 12
:FOR. LOCATIONS SEE 50ILS REPORT. 501L BEARING CONT. 51FREAD
ANCHOR BOLT NA5HER5 MUST BE A MINUMUM OF 5"x5" (5QUARE) x 511C (THICKNESS)
��r-OOTIN&5'=�2000 PSF, ALLONr55_1/5% INCREASEFOR LOADS FROMININD OR
5F_ISMIC',ORI&IN. EQUIVALENT FLUID ACTIVE PRESSURE AND,�PASVVE
PRESSURE ARE 55 Pcrz AND 5oo For-, RESPECTIVELY. q,
4.0 CARPENTRY
2.0 SITE WORK
4.1 ROUGH CARPENTRY.
�CAVATION
5RADE DOUrv-FIR FOR 5TUP5 AND
�7;-ALL 2x . FRAMIN6 LUMBER SHALL BE 5TUD C
-STANDARD OR BETTER FOR PLATES OR AS SHONN ON THE DRANIN(95 OR DELON.
EXCAVATE FOR FOOTIN65 DONN TO DEPTH SHOAN ON DIRMIN65 OR TO FIRM
ALL 2" LUMBER SHALL BE KILN DRIED (KD) OR SURFACE PRIED (50). EACH
UNDISTURBED MATERIAL. AREAS oVER-EXcAVATED SHALL BE 13ACKFILLED
PIECE OF LUMBER SHALL BEAR THE STAMP OF THE NE5T COAST LUMBER
AITH L . CAN CONCRETE Wr, = 2000 PSI), OR BE STRUCTURALLY FILLED PER
INSPECTION BUREAU SHONINC; r;,RADF_ MARK OR APPROVED EQUAL. OTHER
SECTION 2.2 AND SHALL BE AT THE CONTRACTORS EXPENSE.
MATERIALS AS 5HONN DELON
2.2 BACKFILL AND COMPACTION
2x 4 5x STUDS - STUD &RADE DOU6-FIR
2x JOISTS - #1 DOUrv-rIR
BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS,
4 x 4 4 4 x 6 COLUMNS - #1 0OU6LA5 FIR
SCREEv5,. OTHER NOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR
bx HEADERS - #1 DOUC7LA5 FIR
CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL . IN AREAS
4x HEADERS - #2 DOU(9LA5 FIR
UNDER SLABS OR FOOTINC55, MATERIAL 5HOUL17 BE GRANULAR IN NATURE,
PLACED IN b-INCH LIFTS AND COMPACTED TO AT LEAST 15% OF MAXIMUM DRY
ALL EXPOSED MATERIALS OR MATERIAL IN CONTACT AITH'CONCRETE
DENSITY AS DETERMINED BY AASHTO COMPACTION TEST, PROCEDURE T-180.
SHALL BE PRE55URE TREATED.
THE FILL SHOUL12 BE LIMITED To CLEAN, &RANULAR MATERIAL.
4.3 CARPENTRY HARDWARE
3.0 CONCRETE 5 5ACK5 OF CONCRETE PER CUBIC, YARD
A. BOLTS 5HALL BE ASTM A-501.
3.1 GENERAL
B. NA5HER5 SHALL BE MALLEABLE IRON KASHERS(MIN).
ALL wNcnTe SHALL BE HARD ROCK CONCRETE mEETINr9 REQUIREMENTS FOR
11ULTIMATESTREN6TH TYPE CONCRETE,% PER Av wi, 115FE 11=1 ATIONS FOR
a r,
C. NAILS 5HALL BE COMMON, AMERICAN OR C ANADIAN MANUFACTURER ONLY.
STRUcTURAL.oONORETE FOR BUILVIN6.1' FROFORTIONINS, OF . INC-,RwIENT5 FOR.
EACH MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE
D. LAC, SCRENS, SHEAR PLATES - SEE NATIONAL DES16N SPECIFICATION.
PLACE CONcRETEPER A01-504 ANDCONFORM TO
A01-60#506) AINTER CONCRETIN6 AND Ar,1-605(505) FOR HOT AEATHER
E. ANCHORS AND CONNECTOR55HALL BE SIMPSON, TECO, BONMAN OR OTHER
c6NCRETINS.: 06NCRETE� SHALL BE PLACED TO AVOID SEORE6ATION,
10130 APPROVED.
HONEYCOMBIN6 OR POCKETS, -USE INTERIOR MECHANICAL VIBRATORS V41TH
r. PROTECTION HARDNARE EXP05ED TO INEATHER OR TO VIEN OR IN
"jOoO:RPM MINIMUM FREQUENCY. DO NOT oVER-VIBRATE. CONCRETE SHALL
UNHEATED PORTION OF BUILDIN6 SHALL BE 6ALVANIZED.
Be POURED MONOLITHICALLY PETNEEN CONSTRUCTION OR i CONTROL JOINTS.
PROTEOf ALL FRESHLY PLACEV'r CONCRETE FROM PREMATURE, DRYIN6 AND
4.4 MINIMUM NAILING PER 2009 IRC
EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS, AFTER POURINS.
PROVIDE F-NC71NEER Y41TH PROPOSED CONSTRUCTION OR CONTROL. JOINT
LOCATIONS, FOR H15 APPROVAL, OR USE JOINTS AS SHOIAIN ON THE PRAAIN(55.
4.5 GLUE -LAMINATED T1 MBER
ALL 'TIES AND 'ANCHORS SHALL BE CUT OFF FLUSH V41TH THE SURFACE-
.
SURFACES NHERE EXPOSED SHALL BE SMOOTH AND FREE FW6'm
ALL STRUCTURAL GLUE -LAMINATED TIMBER, MATERIALS, MANUFACTURE AND
IRRE6ULARITIES.
QUALITY CONTROL SHALL BE IN CONFORMANCE AITH VOLUNTARY PRODUCT
STRENGTH
STANDARD P.5.56 "STRUCTURAL 6LUED LAMINATED TIMBER", AND ALL
MEMBER55HALL BEMARKED NITHAOUALITY MARKTHEREOF. ALLPLIE5
5HALLBE DOUGLAS FIR COAST RE(510N. CAMBERS AREASSHONN ONTHE
Tk�ENTY-EIGHT DAY COMPRESSIVE 5TREN&THS SHALL BE:
DRAAINC75. ALL MEMBERS SHALL BE EITHER COMBINATION 24F -\1/4 (SIMPLE
SLABS ON (5RAOE 2000 PSI; MAX SLUMP 5" (UNSUPERVISED)
SPAN) OR 24F-V8 (CANTILEVERED OR CONTINUOUS SPAN) AS APPLICABLE.
ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND SHALL BE 6LUED NITH
FOdTIN& 4 NALLS: 2000 P51; MAX SLUMP 4" (UNSUPERV15EV),
INATERPROOF ADHE51VE PER P-5. 56. ARCHES SHALL BE COMBINATION
24F-V6 AND HAVE EXTERIOR &LUE, ARCHITEC.TURAL 67RADE.
THESE SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF POZZOLITH
15 ADDED TO ALLON HIC7HER SLUMP AND rvREATER NORKABILITY NITHOUT
5.0 MISCELLANEOUS
cHAkesiN& THE NIATER cONTENT OF THE ORICSINAL mix DEsIGN.
pRopoRTIoN'MIX ACCORDINs To IRC. Iq04.
VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR To FROCEEDIN6. PROVIDE
ERECTION BRAVN& AS NECESSARY UNTIL PERMANENT SUPPORT AND 5TIFFNE55
ARE INSTALLED. REFER TO ARCHITECTURAL PLANS FOR NALL OPENIN6,
c, ry TE ACI 501
.3.3 MATERIAL: MATERIAL: CEMENT, NATER 4 Ac RE A S PEP
ARCHITECTURAL TREATMENT AND DIMENSIONS NOT 5HONN. REFER TO
A. CEMENT MUST CONFORM TO A5TM 150, TYPE I OR TYPE I I. EN6 INEER'S
MECHANICAL AND ELECTRICAL PLANS FOR 51ZE AND LOCATION OF ALL
OPENIN65 FoR DUCTS, PIPES, CONDUITS, ETC., NOT 5HONN.
APPROVAL 15 REQUIRED FOR USE OF TYPE III CEMENT,
.6.0 TABLE OF AREAS
B. HATER TO, BE CLEAN AND POTABLE.
COARSE AND FINE A6aREc7ATE5 To CONFORM TO ASTM-055,
LIVIN6 AREA 5252 SQUARE FEET EXIBITNry
LIVIN(5 AREA 208 SQUARE FEET PROPOSED
4r: 3 M ATERIALs
LIVINC7 AREA 541010 SQUARE FEET TOTAL
TER REDUCIN6 ADMIXTURES. MUST CONFORM TO ASTM-CO4414, POZZOLITH
9ARAr -715 SQUARE FEET EX15ITN6
C 9E
.544N, POZZOLITH IOOXR, OR POZOLITH 122HE. POZZOLITH SHALL BE
PORCH 140 SQUARE FEET EXISITN6
INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE NITH THE
MANUFACTURER'S INSTRUCTIONS uSyNER6izED PERFORMANCE SY5TEM511
CONCRETE USIN& POZZOLITH ADMIXTURES TO � PRODUCE FLOKABLE
9AREA 261 SQUARE FEET
(5LAZINC
CONCRETE MAY BE USED Y41TH THE EN61NEER15 APPROVAL ADMIXTURES
AND 005A(5E5 NILL VARY DEPENDIN6 ON CLIMATIC CONDITIONS AND THE
2001`1 AA5HIN(9TON STATE ENERC7Y CODE NiNvore .50 1U1 VALUE
.CONTRACTORS J0551TE REQUIREMENTS. MAXIMUM SLUMP FOR
OPTION NO, 3 DOORS .20 V VALUE
115YNEFR61ZED PERPORMANCE5YSTEMV CONCRETE SHALL NOT EXCEED b".
USE IN ACCORDANCE NITH MANUFACTURER'S RECOMMENDATIONS.
NORTH
Lu tu
SITE Or"LAN
SOALE: I" = 10'-0"
PROPERTY OWNER
STEVE and JULIE,:5ECIR15T
20402 85th AVENUE 1,AE5T
EDMONDS, NA5HIN6TON 015026
(425) 25cf-6125
LEGAL DESCRIPTION
LOT I OF SHORT FLAT NUM5ER
5-cll-541 RECoORDIN6 AFN 01-710215001,
OITY OF EDMONDS, COUNTY OF POI T'13'
5NOHOMI5H,STATE OF Yi.ASHIN&TON 35015'
TAX ACCOUNT NUMBER
00506-70000.2-102
a
LOT COVERAGE
RE51DENOE 2012
SGUARE FEET
FOROH 140
SOUARE F ET
SARAC7E "715
5GUARE FEET
lu
TOTAL 2a(55
SOUARE FEET
0
LOT AREA 15,110
5GUARE FEEf
z
10
LOT COVERASE AS A PERCENTASE
OF LOT AREA = 2 1.15%
ZONING
pzs-jz��
IMPERVIO.IUS COVERAGE
LOT AREA 15,110 SGUARE FEET
BUILDINCv/CARPORT 2,01'7q SOUAFitlE FEET
AD and OVIERHAN(55
Dgi VtYiA'y" -and 4116 50DARE FEET.
SIPEkNALK5
fij PATIO 64 SQUARE FE&
SU5 TOTAL 5,41501 5OUARE FEET
5UILD1NC7/C,ARFORT 256 5OUARE FEET
and OVERHAN65
lu
z
PATIO 4501 50UARE FEET
5UB TOTAL "715 5OUARE I=EET
TOTAL 46"75 5OUARE FEET
IMPERVIOUS COVERArzpE AS A,FERCENTA&E
OF LOT AREA = 55.4,q%
HEIGHT CALCULATION
POINT - A 550.25,
POINT - B 550.25,
POINT - C, 54a.25'
POINT - D 545.50'
TOTAL 15cl'7.05
1541*7.051 DIVIDED BY 4 = 5401.2625'MAX.
AVERA6E 6RADE 541.2625'+ 25'-0" =
5"74.2625' MAXIMUM ALLOV4ABLE HEI(9HT
564.2051' ACTUAL RIDSE ELEVATION
EXISTIN&
4" DOYqNSFfUT
DRAIN
550
5�CATQ"ORKSHEET
POINT'�-
350.25'
ILI
z
_j
I INE
Typf=
AREA (SGUARE FEET)
I
NON -REGULATED
EXEMPT
REOULATED
2
REFLACED
0
0
5
NEA (POST
+
50a
4
TOTAL REOULATEP IMPERVIOUS AREA
MIT16ATION FEouiFzED IF IN Excr:5i5 oi= z000 v=
0
5
TOTAL AREA MITIOATM BY EXISTINO
r2wwyweR mANAGEmENT sysTrzm(s)
6
RE&ULATIED ARE NOT YET MIT16ATED
0
-1
AREA PROPOSM TO BE MIT16ATED Dr
LOA IMPACT vEvELoPmENT TECHNIOUES
0
AREA PROPOWD TO EE MITI&ATEP THROIJ&H
CONVENTIONAL SW TECHNIOLC-9
0
EROSION SEDIMENT CONTROL MEA5URIE5
PER CITY OF EDMONDSSTANDARD
DETAILS 'C'AND 'E'
q5.001
STORM
RAIN &ARDEN TO BE DESI&NEZ 5TUf5 FER FLI//
_I � �
_E�N ZE
A:NP 005TRUCTUCTED ACCORD N6 BAN I TARY
-TH.r= "RAIN 6ARDEN HANDE3COK 5TUI 3 PER
FOR, YiE!5TERN 1AIA5HIN6TON
HOMr=OAN1ERB`-!'-
0
5.5'x8'BIORETENTION r-,ELL IN
11 If/
(RAIN CEPARDEN) INITH u
FONDIN6 DEPTH PER 0
C,ITY` STANDARD DETAIL
('115x.036=25.74 50. FT. N
MINIMUM CELL 50TTOM AREA)
CONNEC,T ROOF AND FOOTIN6
FOR ADDITION TO RAIN 6ARDE
rF - rF - FF
FILTER FA5RIC, FP
/POIN'PC'
348.25'
22�-:2 5/4
.............................
OONC,RIETE .........
....... ......
. ... . ......
...........
2�-:2 5/4"
FATI� .1 .......... I PROP /I
PROP )SL
. . . . . . . . . . .. .
. .......... ON
.......... ..............
................
.......... ADDITION
..........
..................................
.............
..........
... . ..... ........
A 7-
1 71
EXISTING
RESI �NCE
PORCH
CvARLE
\\V
EX15TIN&
CONCRETE
DRIVEV4AY
==LLz_!0,
545
TRAOT A
550
Zone "* N- Corner Flag.
Setbacks Required Actual
Front 9_,_C2 I/& I 2::Z_
Sides o I q p
Rear
Other
APPROVED 13Y PLANNING
rl . � . 1.., ng-ha ii_
261-11 15/161,
1 548
0T%j is
z
TCH
IN
� T 'H
i1N
1D1
I tn
CATCH
BASIN
NO. 1
550.5-11
PIA�qvk
-FED
r_xI
__0 SEI
T
550
31�E ��%Vjjft
TERli -
CATCH
5A51N
NO. 2
117-
3:
>
<
100
100,
RESUB
MAY - 3 2012
"WILDING DFpAnWEN1
OIT OF EDMONDS
w
t5UILL)IINU Ut%'jIUI%d-h
17713
15TH AVENUE NORTHEASTi
SUITE 102
SHORELINE
WASHINGTON
98155
(206) 349-4551
COPYRIGHT NOTICE
THIS PLAN IS ISSUED FOR
CONSTRUCTION PURPOSES BY THE
CLIENT INDICATED,
REPRODUCTION OR USE OF THIS
DOCUMENT WITHOUT THE EXPRESS
WRITTEN CONSENT OF DESIGNER,
RANDALL J. MUNSON, IS PROHIBITED.
ARCHITECT MAINTAINS ALL RIGHTS
UNDER STATE AND FEDERAL LAW,
INCLUDING COPYRIGHT.
CONTRACTOR NOTICE
CONTRACTOR SHALL VERIFY ALL
CONDITIONS AND DIMENSIONS
AT THE JOB SITE AND NOTIFY
THE ARCHITECT OF ANY DIMEN-
SIONAL ERRORS, OMISSIONS OR
DISCREPANCIES BEFORE BEGIN-
NING OR FABRICATING ANY WORK,
DO NOT SCALE DRAWINGS.
REVISIONS
No. Date Item
CITY OF EDMONDS 1
5.1.12 CORRECTIONS
z
Lij z
0
U z
r
W
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C)
CO
Lr.
w 0)
U) I.- z
W C/) 0
LLI L_
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Lu Z
Z cf) i
uj < C')!
w > C\jI
U- CU <
= U)
0 w iz F-) 61
w > 00 Z C01
w C\j 0 C\11
0 2
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U)
C\j w
SITE PLAN
GENERAL NOTES
mom
PROJECT NO.
DESIGN RJIVI
DRAWN RJIVI
ISSUE DATE :03.21.12
A
A
.STREET