221 8TH AVE N.PDFIIIIIIIIIIII
8640
221 8TH AVE N
E.oj�r_
8TH AVE N
CITY OF EDMONDS WATERLINE AS -BUILT
ADDRE�'-� WATERLINE
tA 221 8TH AVE N NO- 2001-0269
CONTRACTOR: HOMEOWNER: �uALE:
xxxx CLASSICO NTS
DATE IN�PEGTED: I%PEGTED BY: DATE DRAWN: DRAWN BY:
10/23/01 xxxxxx 7/3/06 J. COLLINS
PERMIT. N&
City Of Ebnond$
PERMIT EXPIRES —4 46.1117-
1)c SIPE. SEWER PERMIT.
Address of Constniction: LID #
Propertylax Account Parcel.No I ib 0-7,0 0(9
Attach copies of all access and utility easements Verified and Approved by
-e-
Owner and/or Contractor: o C-1
Contractor License*#: gPermit#:
00
kroSingle Family Invasion into. City *Right -of Way: 0 Yes
El Multi -Family *RW Construction Permit #
y (No.. of Units
Commercial (No. of Units Cross other "Private Property:. 0 Yes' 0
Public "Attach legal -description and.copy of recorded easement.
A. Owner/Contractor
Owner oVq0njract6r signature and acknowledgement statement: .13ate
By sig�i this permit I certify that I have readthe City s public handout entitled
AVM$ide Se Ueer fecifications, and shall comply with all- City requirements outlined ther6in.
p
9 CALL DIAL -A -DIG (1-'800-425-5555)r BEFORE ANY EXCAVATION, !W!'
9 FOR INSPECTION CALL 425-771-0220 e'xtension-329 9
24 HOUR NOTICE REOUTRED FOR ALL INSPECTION REQUESTS
..... . .... . . ....
. . . ................ ....
FOR OFFICE USE ONLY
............
Permit Fee $ Repair Fee Vc� Issued By:
Trunk Charge,$ 27�_L9 Date Issued: heglal
-7,
Assessment. Fee ..Receipt Ni
City Permit Surcharge Fee $5.00'— Total. Fees Paid $
NOTE: IF JOB SITE IS NOTREADY-FOR INSPECTION WHEN
INSPECTOR ARRIVES A $45 RE -INSPECTION FEE WILL BE CHARGED.
J 0 1 NO Date:, Iniitia'l:
b Site Ready YES -------------
Partial.Inspection: Date: Initial..
Partial Inspection: Date: Initial:
FINAL INSPECTION APPROVED: Date: In 1: Asrb luilt to Street'Fiie:
0 itia
11!� PERMIT MUST BE POSTED'ONJOB SITE tm/-
While Copy: File 9��6 Copy, Inspector, Buff Copy: Applicant
L;temp;bld&,forms;ssp�nnitjlg�/00
.1 Of EDj.,-_
CITY OF EDMONDS SIDE SEWER AS-BUILTI
ADDRESS: PERMIT
221 8TH AVE N NO: 9499
CONTRACTOR: Cl HOMEOWNER: SCALE:
CLASSICO HOMES IN DAVID BENTON I NTS
DATE INSPECTED1 INSPECTED BY: DATE DRAWN: DRAWN BY:
6/21 /01 D.G. 1 7/28/06 J. BRONDER
Edmonds 5treet
f, %c, cro,
tp:p.
.TEM?-0RARy-ca4 I WnpUCTj-(3-
NTRANDE (PER DETA14
OWNERICONTRACTOR IS RESPONSIBLE FOR
EROS10N,\CONTROL AND DIPUIA41NAGE
NORTH
" � Gradng Plan
A
15
5-Aka AM CUBIC YARDS - CUT
117.77 CUBIC YARDS - FILL
LEGAL DESCRIPTION
EAST 10 FEET Or LOT 18 AND LOTS 11J AND 20, BLOCK 86,
CITY OF EDMONDS. VOLLIME 2, PAGE 3S Or PLAT5
141q 5F x 5-o
202.11 CU, (CU"
AP -EA C
533 5F x 11 1
2-3,61 CU. Yp. (CUIM
AFREA 5,
1.
CU. (CUTi
A
Q)
:31
zi
-zj-+-3
(01
I
AS NOTED
- ",4
TOP OF EXISTW.
CATC44 B"IN
Imloo,
EDMONDS ST.
ALLEY
I ING
z ON I 1E 'o
SET&�,.(",�(S: I I
HEIGHT -120,
10.0,
EXIST. HSE. #755
F—
RECEIVED
MAR 2 0 2001
DIEVELOPME NT SERVICES CTR,
CITY OF EDMONDS
10 0 10 20 40
6m md 6mmi
1 INCH = 20 FT.
6
co
AVERAGE SETBACK
= 8.75'
F —
G.- W
w
A
Z.30442
L .
Ex S 212 102
EXISTING BUILDING SETBACK
CLASSICO HOMES
STANDARD DRAINAGE DETENTION SYSTEM
WORKSHEET
OWNER CALC BY:
AD . DRESS PHOI�M: /:Z J3 Z:7
or
�,7
DATE:
*****DESIGN DATA*****
IMPERVIOUS AREA PIPE DIA,
PIPE LG
2!
DETENTION PIPE LENGTH LE
FINISHED GT
M M NIMUM
INIMU
T 'MT
IGMTLI E
.5X To r
I
SLOPE
LOPE
r---------
UPPER CATCH BASIN
LID
ORIFICE
. ]��t 1/0 t Of
%EATU6WP01NCF0P OF
CONC BOX OR RISER
0 OUTLET
OUTLET CONTROJI iE-,C E I
MIN.
FICE MAR Q1
CONTROL CATCH BASIN DEVELOPMENT !L;L�
CITY OF
SYSTEM CROSS SECTION
2'X2'X6' DEEP, 4-6' SPALLS OR EOUAL
FROM CONTROL CB 2'X 2'X 3' DEEP, 3/4' CRUSHED ROCK DE
FROM CONTROL OUT ET WASHED ROCK
OUTFLOW TRENC
B� MIN 10' LONG.
PERF PIPE TO LEVEL
w// END CAPS
TR SHALL L NSF W TH I F
PR5NCH
OR TO PLAC25ENI WIASNEDIRDARAIN ROCK
AMUP OUTLEr
RUNOFF SPREADER -TRENCH
FOOTING DRAINS SHALL NOT BE CONNECTED TO DETENTION SYSTEM
NOTES:
, avr (yz/- -
1. Call Engineering Division (771-0220ffor a tightline and detention system inspection
before backfilling and for final inspections. j4PPJ?JR_yED BY
0e5'W#&-Vr
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
out and removed from the catch basins to allow proper operation. The outlet control orifice DATE
must be kent oven at all times. I -
Critical Areas Checklist
CA File No: sm
Site Information (soils/ topography/ hydrology/ ve
1. Site Address/ Location: � e�
2. Property Tax Account Number
3. Approximate Site Size (acres or square feet):
4. Is this site currently developed? �5,-yes;
If yes; how is site developed?
5. Describe the general site topography. Check all that apply. .
Flat less than 5-feet elevation change over entire site.
kw C9V, 91-1 00
Rolling: slopes on site generally less than 15% (a vertical rise of 10-feet over a horizontal
distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30% ( a vertical rise of 10-feet
over a horizontal distance of 33 to 66-feet).
Steep: grades of greater than 30% present on site (a vertical rise of 10-feet over a horizontal
distance of less than 33-feet).
Other (please d6scribe):.
6. Site contains areas of year-round standing water: Approx. Depth:
7. Site contains areas of seasonal standing water: ig; Approx. Depth:
What season(s) of the year?
8. Site is in the floodway floodplain of a water course.
9. Site contains a creek or an area where water flows across the grounds surface? Flows are year-round?
flows are seasonal? (What time of year?
10. Site is primarily: forested meadow ;shrubs mixed
urban landscaped Gawnshrubs etc)
1-1. Obvious wetland- is present on site:
G:\Share\Library\Planning\Forins\Public Handouts\ Critical Areas Checklist Doc/1-16-2001
City of Edmonds
Development Services Department
Planning Division
Phone: 425 * 771.0220
Fax: 425.771.0221
DATED RECEIVED:
CITY RECEIPT
Critical Areas File #:
Critical Areas Checklist Fee: $45.00
DATE MAILED TO APPLICANT:.
.CRITICAL AREAS CHECKLIST
The Critical Areas Checklist contained on this form is
to be filled out by any person preparing a Development
Permit Application for the City of Edmonds prior to
histher submittal of a development permit to the City.
The purpose. of the Checklist is to enable City. staff to
determine whether any potential Critical Areas are, or
may be, present on the subject property. The
information needed to coffiplete the Checklist should
be easily available from observations of the site or data
available at City Hall (Critical areas inventories, maps,
or soil surveys).
An applicant, or his/or representative, must fill out the
checklist, sign and date it, and submit it to the City.
The City will review the checklist, make a precursory
site visit, and make a determination of the subsequent
steps necessary to complete a development permit
application.
Please submit a vicinity map, along with the signed
copy of this form to assist City staff in finding and
locating the specific piece of property described on this
form. In addition, the applicant shall include other
pertinent information (e.g. site plan, topography map,
etc.) or studies in conjunction with this Checklist to
assistant staff in completing their preliminary
assessment of the site.
I have completed the attached CRITICAL AREAS CHECKLIST and attest that the answers provided are
factual to the best of my knowledge (fill out the appropriate column below).
PLEASE PRINT CLEARLY
Owner/Applicant.-
C;,
s�
Name
J"�
Street ress
7J La-�, 1�� 6 C—n
City State Zip
Date: '-<:f::
Applicant Representative:
Name
Street Address
City State Zip
Telephone:
Signature
Date:
G:1ShamUbmyT1anningTonnsTub1ic Handouts\ Critical Areas Checkfist Doc/1-1&2001
APPROVED,
AUG 3 1964.
7
-7 - — ------
0
CITY OF: EDMONDS
Call PRospect .6-1107 when work
-CIVIIC�- DEPARTAM-7T is ready for
!CFINTER WATER-SENM.R Inspection. -(No insper-
'golidays.) N2 1143
tions Saturday,'S
EV.PERM
,SIDE* SEW IT
ADDRESSmitdhell ... C.QQ.X . . . .................................................................. ............................................
OWNER --- 221—rn ... 8-t1i.-Avenue ... North ............ . ... ............. CONTRACTOR Lee ... W_a.o_J_P_y_ ------------------ ..........................
TNECT a S e Se er
da to REPAIR or CON id w
Peynlissi.on is granted.__-.A.U,9US-t --- a,- ---------- 1 19--6.4-, for ---------------------- YS,
with Cio. Sewers in accordance with appEcation on file and governing ordinances.
N IS CALLED TO THE FOLLOWING:
7T line. A licensed Side Sewer Contractor must
A"'TE.
NOTE N-.,I---The owners of the property may obtain a permit to construct sewer inside property
be employed to construct side sewer in street area- Do not cover any portion of sewer before it has been inspected.
u rmit.
N . OTE No. 2—Obtain full information regarding.-, OrdinAnce 11.16.030 and RegWations governing side sewers whe you get pe
NOTE No. -3—Top of side sewer must have at least 30 inches coverage at property line and 12 inches inside property line; minimum grade of 2
No bends in grade sharper than 'A will be permitted. et restored to original condition. Contractors shall be responsible for
NOTE No. 4—Trenches in street must be water settled and surface of stre
failure due to improper work Which rnay develop within one year of completion.
NOTE No'. 5` . -It is unlawful to alter or do any other work than is provided for in the permit, or to do any work on the main sewer or its ap-
purtenanees except to insert the pipe into the wye.
,,,�'N;..;OATE RECEIVED
11
I
PERM IT EXPIRES t
CITY OF EDMONDS`.�
USE
ZONE,
PERMIT
NUMBER
CONSTRUCTION PERMIT APPLICATION
JOB
ADDRESSA
Y'
j1IT E/APT#
F
AME OF
NAME/N _�114SINESF
PLAT NAME/SUBDIVI SION
NO.
LOT NO.
LID No.
r
1-4, 6�
LID FEE $
L M
MAILING ADDRESS
-PUBLIC RIGHTOFWAY PER OFFICIAL STREET MAP
TESCP Approved 0
RW Permit Required 13
0
EXISTING -
PROPOSED
Street Use Pernift Req'd 0
Inspection Required 0
CITY ZIP
TELEPHONE
Side.alk Required 0
ev i 11`4 S,
cv
REQUIRED DEDICATION- FT
Underground
Wiring required 0
NAME
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
YES 0 NO 0
3
W
ADDRESS
REMARKS
z
z
x
OWNER/CONTRACTOR RESPONSIBLE
FOR EROSION CONTROU[ShAINAGE
z
z",
2" ;� e� 4�5"W
CITY ZIP
TELEPHONE
NAME
PIEVIEWED/DATE
ADDRESS
CC
'5
FIRE REVIEWED BY
DATE
uj
CITY -"ilp
TELEPHONE
l'-
z
W
0
LL
VARIANCE OR CU
SHORELINE OR ADB#
INSPECTION
BOND
STATE LICENSE NUMBER EX PI Rtrj
C�gPKED BY
REO'D
POSTED
0 YES 0 NO
SEPA REVIEW
COMPLETE EXEMPT
SIGN AREA
ALLOWED PROPOSED
HEIGHT
ALLOWED PROPOSED
PROPERTYTAX ACCOUNT PARCEL NO.
0
Lu
A? 0
to,
I
C
EXP
0 NEW RESIDENTIAL
[:] PLUMBING MECH
LOT COVERAGE
ALLOWED PROPOSED
REQUIRED SETBACKS (Fr.)
FRONT SIDE REAR
PROPOSED SETBACKS (FT.)
FRONT UR SIDE REAR
/01
r-1 ADDITION E] COMMERCIAL 0 COMPLIANCE OR
......
z
z
CHANGE OF USE
C] REMODEL Cj APARTMENT SIGN
z
CL
PARKING
REO'D I PROVIDED
LOT AREA
PLAJ,�G REVIE�FEO BY,' ATE
e;
REPAIR C3 GRADING FENCE
REMARKS
CYDS X FT)
"',JD�DEMOLISH TANK OTHER
44
11 GARAGE RETAINING WALL RENEWAL
CARPORT ROCKIRY
z
(TZPE OF USE. BUSINESS OR ACTIVITY EXPLAIN:
CHECKEDBY
TYPE PF CONSTRUCTION
PQPE
OCCUPANT
GROUP
<
NUMBER
NUMBER OF
CRITICAL
SPECIAL INSPECTOR
AREA
OCCUPANT
OF
DWELLING
I (
AREAS
I
S S TORIES
UNITS
NUMBER
REQUIRED YES
I
LOAD
DESCRIBE WORK TO BE DONE
REMARKS
PROGRESS INSPECTIONS PER UBC 1,08/FINAL INSPECTION REQ'D
z
M
A
A
Vi
, ,21h'-2 A-
Z'Z '7"
-?4
4
_4,_c.
VALUATION
FEE
PLAN CHECK FEE
HEAT SOUR77 GLAZING % LOT SLOPE %
BUILDING
PLAN CHECK NO: VESTED DATE
PLUMBING
MECHANICAL
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO.
t BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
2 DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE
GRADING/FILL
SEPARATE PERMISSION. -
A
STAT 9E
PERMIT APPLICATION: 180 DAYS
PERMIT LIMIT: I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
ENG.REVI EES
SEE BACK OF PINK PERMIT FOR MORE INFORMATION
U) -APPLICANT ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS
W
ENG. INSPECTION FEE
uj IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS THE CITY OF
_j
LANDSCAPING
2 EDMONDS. WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
Cr
INSPECTION FEE
ALL CLAIMS FOR DAMAGES OF WHATEVER NATURE, ARISING DIRECTLY OR INDIRECTLY
FROM THE ISSUANCE OF THIS PERMIT. ISSUANCE OF THIS PERMIT SHALL NOT BE
PLAN CHECK DEPOSIT
RECEIPT
0
i DEEMEDTO MODIFY, WAIVE OR REDUCE ANY REQUIREMENTOF ANYCITY ORDINANCE
0 NOR LIMIT IN ANY WAYTHE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION."
X1
R CE1,PT--n r-)
TOTAL AMOUNT DUE
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION; THAT THE INFORMATION
GIVEN IS CORRECT; AND THAT I AM THE OWNER, OR THE DULY AUTHORIZED AGENT OF
APPLICATION APPROVAL
THE OWNER. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC-
CALL
This application is not a permit until signed by the
TION; AND IN DOING THE WORK AUTHCRjZED THEREBY, NO PERSON WILL BE EMPLOYED
Building Official or his/her Deputy: and Fees are paid. and
IN VIOLATION OF THE LABOR CODE OR THE STATE OF WASHINGTON RELATING TO
WORKMEN'S CAMPENSATION INSURAN�E AND RCW 18.27.
FOR INSPECTION /r6ceipt is acknowledged in space provided.
OFFICIALS SIGNATURE IbATE,,
It
Sl� ATURE (OWNER GEN
0 7DAI.E SIGNED
(425)
1 .1 4�
... ...
771-0220
r
itIELEASED BY D�TE
A NTION
i I
EXT/333
IT 154UNLAWFUL TO USE OR OCCUPY A 13UILDING OR STRUCTURE UNTIL
771-0221
. . ......
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A-CERTIFI-
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
FAX
ORIGINAL -FILE YELLOW- INSPECTOR
PINK -OWNER GOLD -ASSESSOR
5t98
0L
MIT EXPIRES (W-
AXE to I 1 1., F
USE PERMIT
CITY OF EDMONDS ZONE NUMBER 2001 '6Z-a
JOB
CONSTRUCTION PERMIT APPLICATION SU T PT
ADDREqt,_,,,,
IF Op"*WNES f
PLAT NAME/SUBDIVISION NO. LOT NO. LID NO.
MAILING ADDRESS .
W LID FEE $
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP TIESCP Approved
RW Permit Required
Street Use Permit Req'd
CITY TELEPHONE EXISTING. PROP D 4'� Inspection Required " d
Skle.alk Required
REQUIRED DEDICATION����� Underground
wiring required
METER SIZE LINE SIZE -NO. OF FIXTURES PRV REQUIRED
_s"O� 0�' IPA
L-_% C49 C--\. YES NO 0 3
IT 9' C-� q - M
W -_ x
t: REMARKS W
x z
0 OWNER/CONTRACTOR RESPONSIBLE FOR EROSION CONTROUDRAINAGE z
M 0
z
CITY ZIP ELEPHONE u,
4E'l
j q C>
NAME C &AP07-6M Jj;vr'a'� er 46) 4,16
o%
t ENGI NEERING REV71 WE DATE
M ADDRESS
" �t4 `7
.�7
FIRE REVIEWED BY DATE Uj
CITY ZIP LEPHONE
0 M
0 ITE IL
E L CENSE NUMBER EXCTJT NCEORCU SHORELINE OR ADB# INSPECTION 7BONDD
7VL DB 1. REQ1,D, POSTE
OYES )ONO
SEPA REVIEW SIGN AREA HEIGHT
-j PR PITY TA� ACCOUNT PARCEL NO. COMPLETE EXEMPT
ALLOWED PROPOSED ALLOWED PROP
2J5 OSED
W
_j 04 V_ 2, (;2ffi OL) r�2 EXP X
NEW RESIDENTIAL PLUMBING/ MECH LOT COVERAGE REQUIRED SETBACKS (Fr.) PROPOSED SETBACKS (Fr.)
ALLOWED YROPOS D FRONT SIDE REAR* FRONT R SIDE REAR 0
C:] AUDITION 0 COMMERCIAL COMPLIANCE OR 2 oily 3
CHANGE OF USE z
z
REMODEL C] APARTMENT C1 SIGN PARI(ING, LOT AREA p G �REVI gEY DATE
RED' PRCVIDED
GR FENCE
C3 REPAIR, _!A�LCYDS 0 X FT) HEMA
DEMOLISH C] TANK OTHER
GARAGE C] ROETAINING WALL
CARPORT R CKERY 0 RENEWAL
r- (TYPE OF USE. BUSINESS OR ACTIVITY.) EXPLAIN: Tt) V5e
CC CHECKED BY TYPE OF CCINRTRUCTION CORE OCCUPANT
GROUP
w NUMBE CRITICAL
a �Mr . Lf
OF 1-5S,,rWELLING AREAS SPECIAL INS PE6TOR AR4AfAAV4: I OCCUPANT
NUMBER OF
V
o STORIESI-, NITS NUMBER REQUIRED Cj YES LOAD /49
DES.CRI E WORK TO -BE DONE pftu &A Ir
nQ 2- <4-no Ar- I j REMARKS
U - , PROGRESS INSPECTIONS PER UBC 108/FINAL INSPECTION REO'D
t.A S 4-
W17 IDS— 113
lble eul_v�l_
-mjc3j)P_*,-. oc 44 1r'_'H1:r4
J �jfz
a! V1 0 vi 4-v� 4-
VALUATION FEE
PLAN CHECK FEE
tHISOURCE %109 LAZING LOT PLOPE 0%
09 BUILDING
C.'4% . — - 3 1 E54 23LA L4
PrAN CHECIN VESTED DATE PLUMBING
_00i�q MECHANICAL
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO 116
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBILIC
DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIR GRADING/FILL�
:I E
t SEPARATE PERMISSION. 910
ix STATE SURCHARGE
Uj PERMIT APPLICATION: 180 DAYS
PERMIT LIMIT: I YEAR - PROVIDED WORK IS STARTED WITHIN . 180 DAYS
SEE BACK OF PINK PERMIT FOR MORE INFORMATION ENG. REVIEW FEES
ON BEHALF OF HIS OR HER SPOUSE, HEIRS, ASSIGNS AND SUCCESORS ENG. INSPECTION FEE
uj IN INTEREST, AGREES TO INDEMNIFY, DEFEND AND HOLD HARMLESS TH
i E CITYI OF
2 EDMONDS, WASHINGTON, ITS OFFICIA S LOYEES,
M AND AGENTS FROM ANY AND +
ALL C E
TLY �_ J\O� A_ 00
BE RECEI
CE PLAN CHECK DEPOSIT
0
X, UE R C17, �P,
IH 3
GIV ION -as lnol. L
HE DULY AUTHORIZED AGENT OF APPLICATION APPROVAL
THEO. NE . AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUC- This application is not a permit until signed by the
TION; AND, I ING THE WORK, AUJHORIZED THEREBY. NO PERSON WILL BE EMPLOYED CALL Building Official or his/her Deputy: and Fees are paid. and
IN VI OF THE LABOR COOE OF THE STATE RELATING TO
OW62AfoleW AbWZSW OF INGTON
WORKM ATI 4,4W FOR INSPECTION receipt is acknowledged in space provided.
IATUR T 11)1<� OAT$
ATUR �(O N LA
DATE SIGNED I I
0i
771
j (I _PJ; lAiW)
0 RELEAS D
NTIQN
it�t ]I-
EXT �3?3-1
11T,
1-9 � NLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
AYINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI_ 771-0221
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109 �16RIGINAL FILE - YELLOW - INSn
tjAOR
5/98 FAX PINK - OWNER - GOLD - ASSF_
8S
F L E:
--F
, 1, �
Edmonds Street
5 95155138" E
od
41
L
w
r
IV(I
ISTW.' I 1 1 11
104.83 rl : ;-1- - - - -11 1 / /-
v......
42 1/2
V-97-
.
N SS*"'30"uj
Alley
MOWN
7
Plan
SCALE, I" - 20'-0" , k
LEGAL DESCRIPTION
EAST 10 FEET OF LOT 18 AIND LOTS IS AND 20,5LOCK 86,
CITY OF EDMONDS. VOLUME 2, PACE 3S OF PLATS
HEIGHT CALCULATION
------------------
POINT:A' SSW. PONT 'C' 00.25-
IN
POINT 5' 101.50 PONTV S3.55'
------- ----------
AVIEFRA6E WA65
GRACE
ACTUAL WE r44T x
MAX"UMWEIGWT t23A&5' (WA65'-25'-123.4&5')
LOT COVERAGE CALCULATION
--------------------
LOT COVERAGE 2,&85 60. FT.
LOT AMA IkS4 Sa FT.
--------------------
I=ul 0ayEn&q=_ 4403
A
0WV1 I
J11 �1;"-ANNIIIG
3 _ __o
_g_
:3
z
Q)�
R El: C E E V E D
MAR 0 6 2001
DEVELOPMENT SERVICES CTR,
CITY OF EDMONDS
TOP OF EXISTW3
CATC14 EASIN
10000,
io;/v;/Eo �o .Eo .,E; UiAp'Lji?!G 66ailelj
I - I - - I ! I - : - .1 - - I T � I . I T 14 11;. 1 . - . - . - I
Rrill
7
Edmonds Street
101,
�ilc
Lu
WATER SERVICE INSPECVO,/,s
REQUIRED. CALL 771-4.iw-�,�
&Y It
Zr ISTW., I iZ6
a
05*5'5'38' E
le-
52i
L
I
I \- — i I
i
;
I =- _J
T4---
-711
v
42:r4 1/2,
2-'--'
7::. - - - - - -
N 05*5s,30, w
Al 1
NORTH
20'-0'-
LEGAL DESCRIPTION
EAST 10 FEFT OF: LOT IS AND LOTS M AND 20, BLOCK 86,
CITY Or EDMONDS. VOLUME 2, PACE 31J OF PLATS
HEIGHT CALCULATION
------------------
POINT:A' WW' PONT:C W025-
POINT 5' 101.50 PONT D�
------- ----------
AVERAQE W.465
CAPADE
ACTUAL HE k3HT x
MAXfflLMWE4.WT 123.465' (WA65'-W-123.465')
LOT COVERAGE CALCULATION
--------------------
LOT COVERAdE 2,685 SQ. Fr.
LOT AREA 1,&-,4 l5a FT.
--------------------
6UM CROYSMARE �WRQ"T4416 4403 %
9
10
WATER SERVI E INSPECTIONS
REQUIRED. ALL 771-0235
Q)
TOP OF EXISTW.
El CATCH BASIN
10000 ,
i 0; / WE0 st- U :Ei bimp,uelo 4qbT@q
T-T --i - 1.11 -- -1 ;;.!-1 .1-4 - ;l—
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General Notes:
1.0 GENERAL
THESE 6TFuCTURAL NOTES SUPPLEMENT n'SE OPECIFICATIONS, ANY
DISCREPANCY FOUND AMONG THE DRAUNG5, SPIECIFICATIONS, THESE NOTES,
AM THE SITE CONDITIONS, SMALL ISE REPORTED TO THE OWNER. WHO
SMALL C40PURECT SUIL734 DISCREPANCY IN WRITING. ANY WOW DONE BY THE
CONTRACTOR AFrER DISCOVERY OF SUCH PIOCREPANCY $HALL BE DOW AT THE
CZNTRAcTO" RISK THE C40NTRACTOR SMALL VeRWr AND COOFtOtNATE THIS!
PIMIEN61ONS AVIONG ALL DRAWI�W PRIOR TO PROCEEDING WITH ANY WORK OR
FABFUCATICK THE CONTPACTOR 16 RESPONSIBLE FOR ALL BRACING AND
OHORM DURIM5. CZNSTPLICTIOK
1.1 CODES
ALL METMOOS, MATERIALS AND WORICIANSHIP SMALL CCNPORM TO THE
OF THE C4TY OF EDMONDS, I"I LINFORM BUILDING CODE
(1,15C), AS AMENDED AND ADOPTED BY THE CITY OF EDMONDS AND THE STATI! OF
WA6WINGTCN' AjCJ. 316, AJAZ, ST14 EDITION, A14P AJJr- 3RP
EDITION.
1.2 DESIGN CRITERIA
A. LIVE LOADS,
ROOF (ONOW) 2b POP
FLOOR RIES 40 POP
FLOOR PECKS 60 PSP
B. LATERAL LOADS:
ALLOW 33-"% INCREASE IN STREWS FOR WIND AMID SEISMIC FORCES
LATERAL FORCES ARE TRANSMITTED BY DIAPHRAGM ACTION OF THE FLOORS TO
SMEAR WALLS. LOADS ARE THEN TRANSFERRED TO THE FOOTINGS, WHERE
SPL
ULTIMATE DISF ACEMENT IS RESISTED BY PASSIVE PRESSURE OF EARTH AND
SLtPW
. PRCTICK OF: EARTHIL OVERTLIFINING 16 RIESISTEP BY THE DEAD
LOAD OF T14E 6TRJCTUF1F-
L WIND, E>(POSURff 0. BASIC WIND SPEED - 80 MPA. PER UBC
2. SEISMIC - ZONE 3 PER UBC
1.3 SOIL DATA
FOR LOCATIONS SEE SOILS REPORT &OIL BEARING 0 COMT. AD
FOOTINGS - 20M P5P. ALLCW 3.S-V3% INCREASE FOR LOADS FROM WIND OR
SEISMIC ORIGIN. EQUtVALENT FLUID ACTIVE PRESSURE AND PASSIVE
PRESSURE ARE 35 PCF APO 300 PCP, RESPECTIVELY
2.0 SITE WORK
2.1 EXCAVATION
EXCAVATE FOR FOOTINGS DOWN TO DEPTI-I SHOWN ON DRAWINGS OR TO FIRM
UNDISTURBED MATMAL- AREAS OVER-10OZ-AVATED SMALL BE VACKPII I
UT14 LEM CONCRETE fro - 20M POP, OR BE STRJCTURALLY FILLED PER
SECTION 22 AND SMALL 15E AT THE CZNTRACTOWS E>0PENW.
2.2 BACKFILL AND COMPACTION
BACKPILL SMALL NOT BE PLACED UNTIL AFTER T14E REMOVAL OF ALL FORIIS
SCREEDO OT14ER WOOD PEEIR18 AID MATERIAL SIANJECT TO ROT OR
C,ORROSIOK UBE ONLY MATERIALS APPROVED FOR ISACKPILL . IN AIREAS
UNDER SLAM OR FOOTINGS MATFIRIAL 6WOULP BE GFANJLAR IN NATURE
PLACEPjN b-ft7;I-4 LIFTS AND CZMPACTW TO AT LEAST W% Or MAXIMUM DRY
DENSITY AS BY AASWTO COMPACTION TEST. PROCEDURE T-IW.
THE FILL SHOULD BE LIMITED TO CLEAK GRANULAR MATERIAL-
3.0 CONCRETE baAcKaoPcoMcRrnSPERcmcYAFtr)
3.1 Q ERAL
IN SMALL ME WARP ROCK CC)NCIiRM MEETING REQUIRVIENIS FOR
%LTMATIE 6fRIEMGTH TYPE CONCRETE, PER ACI 301, 'SPIECIFICATIONIS FOR
FOR 9LULDiNav PRopowriamm OF INGREDIENTS FOR
EAC44 =NcRam mrx SMALL BE BY METHOD 2 OR T14E ALTERNATE PROCEDURE
GIVIEN W1 A
30L PLACE CONCRETE PER ACI-304 AND CONFORM TO -
ACI-1,043 WINTER OCISICFETING AND ACA-60W305) FOR HOT LLEATWER
CCNCRSTft1' CONCRETE 94-ALL, BE PLACED TO AVOID SEGREGATION,
HONEYCOMBING OR POCKETS USE INTERIOR MECHANICAL VIBRATORS WITH
10W RpM MNII-IUMI FREaA9,ICY. DO HOT OVeR-\ABRATF- CONCRETE SMALL
BE POURED rIONOLITWICALLY BETUE04 CONSTRUCTION OR CONI'ROL JOINTS.
PFOMCT ALL FRESHLY PLACED QVKCAETE FROM FIRM ATURE DRYING AND
ExCE:56NE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POURING,
PROVIDE ENGINEER UT14 PROPOSIED CON15TFILICTION OR CONTROL JOINT
LOCATIONS FOR HIS APPROVAL, OR USE JON" AS SHOWN ON THE DRAWINGS.
ALL TIES AND ANC44CRO SMALL Be CUT OFF PLUIS44 WITH THE SURFACet
OURPACE6 WI.Em EZOSM SMALL BE SMOOTH AND FREE FROM
IRRISGULAFUMS.
3.2 STRENGTH
TWENTY-EIG14T DAY =MPRESSIVE STRENGTHS SMALL BE,
SLAM ON GRACE , 25M PSI- MAX SLUMP 3' tUNSUPERVISED)
FOOTING 4 �'-A- 16, 25M F-Sit MAX SLUMP 4- (UNSUPERVISED)
THESE SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF POZXOLITM
is ADDED To ALLOW HIGHER SLUMP AND GREATER WORKABILITY WITHOUT
CHANGING THE WATER CZKTrNT OF T14E ORIGIRAL MX ORGION.
pRopORTTON "m AczoRom To UB1- W4.
3.3 MATERIAL - CEMENT, WATER & AGGREGATES PER ACI 301
A. CEM04T "AT CZNFORM TO ASTM SIC. TYPE, OR TYPE IL ENGINSEFes
APPROVAL is RECUIRED FOR USE OF TYPE I CEMENT.
0, WATER TO BE CLEM AND pCTA- .
r- COARSE AND FINE AGGREGATES TO C4ONP-ORM TO ASTM-C33-
3.4 MATERIALS
4 WATER REDUCING ADMDaURE6, MUST C4NFORM TO ASTM-C:454, POZZOLITH
344K POZZOLIT14 WVXR, OR POZOLITW I22ME. POZZOLIT14 SMALL Be
INCORPORATED INTO ALL C4X4CRETE IN EXACT ACCORDANCE WITH T44E
114NUPACTURIER�5 INSTRICTIONS 'SYNSR2IZM PERPOFaIANCE OYSTEM'
CONCRETE USING POZZOLIT14 ADMI)CPAREG TO PRODUCE PLOWABLE
CONCRETE MAY BE USED WITH THE ENS31NEERS APPROVAL ADMIXTURES
AND DOSAGES WILL VARY DEFENDING ON CLIMATIC CONDITIONS AND THE
OCINTRACTOR'D JOBOITE FOQUIREI'MINT8. MAXI?'IUM SLUMP' FOR
SYNERSIZED PERFORMANCE SYSTEMS' CONCAFTE 8WALL NOT EXCEED S'.
USE N ACCORCANCIS WITH MANUIPACTURIERS RECOMIIENDATIONG.
B. AIR ENTRA24-914T, C40NFORM TO A6TM-=60 AND AOTM-r-4S4, MS-AE-10
BY MASTER BUILDIER, ENTRAIN b% -/- M AIR BY VOLUME IN ALL
E>Q-OSW CCNCRETE.
C. OTHER APMD(TURE, NO OTHER APMrA1UFm$ PERMITTED UNLESS PRIOR
APP*DvAL 18 GIVEN BY THE ENMINOM
3.5 REINFORCING STEEL
DETAIL, FABRICATE AND PLACE PER ACI-515 AND AC4-315 SUPPORT
REINFORCEMENT WITH APF470YED CMAIRS, SPACERS, OR TIES.
A STEEL FMINFORCEMENT SMALL BE NEW, DEFORMED BILLET STEEL.
MEETING ASIM Abb, 6FADE 60 FOR -3 AND LARGER
BARO� IlDiCIEPT AS NO=* GRACE 40 FOR -4 AND SMALLER BARS SHOP
DRAWINGS SMALL BE MARFED ACCORDINGLY AND SUBMITTED TO THE
ENGD�IEER FOR REVIEW PRIOR To PAORSCATICK GRACE 60 REBARS
$WALL NOT Be BENT IN FEW AFTER PLACNIG.
BL FMD410RCEMW IN ALL WALLA, SLABS, AND FOOTINGS SMALL BE
CONTINUOUS AROUND 00FDIERS OR COFNM BARS �EP, BOTH
VEFrrICAL AND HORIZONTAL
Q LAP& ALL TENSION SPLICES ARE ACCORDING TO AC4 31s-Sk CLASS 15
AND ALL 00MI-RESSION SPLICES ARE NO DIAMETERS, UNLESS NOTED
OTHERWISE.
D. TRN.RENPORCING� AMOUND ALL OPENING5 SMALL BE A MIN" 1--5
TOP AND BOTTOM, EXTENDING 2'-&' BEYOND OPENING AT RAC44 COM�Mft
WE TYPICAL DETAILS,
E WELOW- TACK 11-1 PING Or FEBAR 10 NOT ER 111 UNLESS CALLED
P. MINRIJM REINFORCM, WHERE ASPE,01RCEMENT IS NOT SWOLUN ON
PRAWING6, 11-M *BUILPW. C40PE R04VIREMENTO FOR MINFORCED
(ACI 318-0-V SMALL BE REFERRED TO FOR PROPER
REINFORCEMENT.
G. IRSISAR C40VSM PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS
FOLLOWS,
1. CONCRIFTE OEPO6:TEO AGAINST EART14
2' C4PNCRETE DEPOS TEL) AGAMT FORMS aWn EXPOSED TO EARTH
1-1,121 TO TIES IN COLUMNS, AND TMID REBAR IN WALL&
1-1/2' FOR BAft IN 6LAB6 ON GROUND
3/4' INMRIOR FACE OF W-1 18
W. WELDED tUIRE FAIENRIC. ASTM-AMb AND ASTM-A82
i MINMIM STEM FIBOUIREMSNITS FOR CONCRETE WALL LIONS *4 REBAR
HEIGHT VERTICAL WMZCNTAJ-
I.-,. is- 01:. w* Oz.
I.-V IS- Qj:- 10, or_
3.8 FOUNDATION ANCHOR DOLTS
6/8' STEEL BOLTS, WITH V MIN. WIMEOMENT INTO CONCRETE. PROvIDE A MIR
OF (2) MOLTS PER SILL PLATP- AC14OR BOLTS SHALL BE PLACED AT 6' O.C.
FOR ONE STORY, 4W Or- FOR TWO STORY RESIDENCES AND R TO
LATERAL ENGINEERING FOR TIME STORY RESIDENCES. ADDITIONALLY, ONE
BOLT MST BE NO LE66 THAN 1" FROM EAC44 END OF EAC14 INDIVIDUAL SILL PLATE
ANCHOR BOLT WASHERS MUST Be A MINUMUM OF 2'�a' (SCIUARE) . 3116- 014100'ESS)
4.0 CARPENTRY
4.1 ROUGH CARPENTRY
ALL 2x FRAMING LUMBER SHALL BE 6TUD GRADE POLIO -FIR FOR 6TUDO AND
OTAMPARP OR BETTER FOR PLATES OR AS SWOLLk OK THE PRAWINO6 OR BELOWL
ALL 2- LUMISSIR 84-IALL BE KILM ORIED (KP) OR SURFACE CRIED (so). BAC44
PIECE OF LUMBER SMALL BEAR THE STAMP OF THE WEST COAST LUMBER
IN6P%CTfCN BUREAU SHOWING GRADE MAW, OR APPROVED r-1. OTHER
MATERIALS AS SHOWN BELCLU
2x 4 3x STUDS - STUO GRADE POLIG-FIR
2. JOISTS - q COUGAR
4 . 4 4 4 x 6 COLUM8 - -1 DOUSLAO FIR
bx W-APERS - -1 POUGLA6 FIR
4x HEADERS - -2 DOUMLAO FIR
A" E>4-OSM MATERIALS OR MATERIAL IN C4ONTACT WITH CONCRETE 6"" BE
PRESSURE TREATED.
4.3 CARPENTRY HARDWARE
A BOLTS SMALL BE ASTM A-301.
B. WASHERS SHALL BE MALLEABLE ]RON ULIAOREIRbi'MIN).
a NAILS SMALL BE =f� AMERICAN OR CANADIAN I-tANUFACTURER ONLY.
D. LAO SCREWS, SHRAR PLATES - SEE NATIONAL DESIGN SPECIFICATION.
E. ANCHORS AND C4N?,ffCTOR5 SHALL BE SITIPWK TECO, BOWMAN OR OT14ER
ICB0 APPROVED.
F. PROTECTION MAF%XIAjQS Exi-OSEP TO WEATHER OR TO VIEW OR IN
UNHEATED PORTION OF BUILDING SHALL BE GALVANIMD.
4.4 MINIMUM NAILING - PER 1997 USC TABLE #23-11-6-1
4.5 PLYWOOD
EACH SHEET SMALL BEAR THE TRADEMARK Or THE AMERICAN PLYWOOD
A8601-LATICH. ALL GRADING SHALL 0ONFORM TO PS L USE TWICJOE68 AND
NAILING AS e4-icUM ON THE DRAWINGS. ALL PLYWOOD SMALL BE
E OSUFr .
>O m I EXCEPT AS OTHEFOUISE SHOLUIN OR
NOTED, PROADE THE FOLLOWING MINIMUM NAILING, PANEL EDGES ad AT &-
ON CENTER SUPPORT Id AT 12' ON CENTER ON ROOF AND
WALLS AND 10d AT 10- ON CENTER ON FLOORS.
4.6 GLUE -LAMINATED TIMBER
ALL bTRJCTURAL - —LAMINATED TIMBER MATERIALS. MANUFACTURE AND
GUALITY CZNTROL SMALL BE IN CONFORMANCE UJI114 VOLUNTARY PRODUCT
STANDARD PASS *STRUCTURAL GLUED LAMINATED T11-IBER", AND ALL
MEMBERS SMALL BE MARKED UT14 A MIALITY MARK THEREOF. ALL PLIES
SMALL BE DOUGLAS FIR COAST REGION. CAMBERS ARE As SHOWN ON THE
DRAU006. ALL MEMBERS 614ALL EIE EITHER COMBINATION 24F-V4 (SIMPLE
SPAN) OR 24F-Y6 (CANTILEVERIED OR C40NTMOUS SPAN) AS APPLICABLE
ALL t-SEMDERS SMALL BE INDUSTRIAL APPEARANCE AND SMALL BE OLLED tLqTW
WATERPROOF ADHESIVE PER PA 56. ARCHES SMALL 09 COMBINATION
24P-YV AND WAVE EXTERIOR CAAE, ARCHITECTURAL GRACE
5.0 MISCELLANEOUS
VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE
EFRECTION BRACING AS NECESSARY UNTIL FEFeWAIENT OUIPPORT AND STIFFNESS
ARE INSTALLED. REFER TO ARCHITECTURAL PLANS FOR 1.1A., OPENfNG,
ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. R TO
MEC4LANiCAL AID ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL
OPENNOS FOR DUCTS, PIPES, CONDUITS, ETC- NOT 5H0UL
8.0 TABLE OF AREAS
LrVQ4G AIRPA 3W2 SCILLARE FELT
GARAGE 11a SCILLARE FEET
POFICH 62 SGUAAZE FEET
DECK rIS SCILLARIE FEET
GLAZING AREA 020 6CLAR11 FEET
GI-AZING As A PERCENITAME OF FLOOR AREA -25.50 S
tftl WASHINGTON STATE ENERGY CODE WINDOWS AD 'U'VALUE
OPTION NO. I DOORS AO VvAILUE
MEDIUM a" FURNACE
I i Edmonds Street
44
z
FLOOR
OF EXISTING
FRESOINCI.
- 104W'
k-w
8 Ea"SW IS
'4,
PECK
CONCRETE
SIDEWALK
y
4
Fro�
Res i
\r- -J
I
f f
V
42'A b?'
N 851"130- W
Alle�
NORTH
Plot Plan
LEGAL DESCRIPTION
EAST 10 FEET OF LOT 18 AND LOT6 IS AND 70, BLOCK 56,
CJTY OF EPMCNDS. VOLUME 2, PAGE " OF FLATS
HEIGHT CALCULATION
------------------ -
POIT:A. WJ6' PONT v W02
PONT B. 101m* POINT 101 W.11b,
------------------
AVERAGE S8.46D
GRADE
ACTUAL WIGWT x
MAXIM.1141HEIGUIT 123A&D'
LOT COVERAGE CALCULATION
-------------- -----
LOT COVERAGE 2,605 Sa Ft.
LOT AREA 1,6114 ba PT
--------------------
LOT OVVERAGE PERCENTAGE 34.85 S
C424CFETE
DRIVEWAY
tst
a
IL
Z3
S_-1
TOP or rMaT '
El CATCH MASIMW
f
RECEIVED
MAR2 "i
DEVELOPMENT SERVI CES CT14
CITY OF EDMONDS
N
41 of
Randall J * Munson
BUIILDING DESIGNER
12 23
1 4th Avenue S.W
Seat tie
W-hington
98146
Voice
(208) 241-7420
Fox
(208) 241-0288
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GENERAL NOTES
AND PLOT PLAN
PROJECT NO.
DE51GN Rim
DRAYM RJU
ISSUE DATE 03/04/01
LATEST REV. :.
A-1
K.
CITY Of EDMONDS
SINGLE FAMILY/DUPLEX COVER SHEET
10" * it
Directions: Applicants are to complete the Information In the WHITE BOXES ONLY (Shaded boxes are for C Y
.... ..1 1 This cover sheet must accompany each building permit application for a how single-family
residence.
PROJECT. ADDRESS
PROPERTY TAX ACCOLINT PARCEL If
DESCRIPTION OF WORK
OWNER Na.V.�CICC5 PHONE
CONTACT PERSON"L&-,-� V1-- ck 01 P H 0 N E
E . -MAIL FAx-7-7/--7829
MAILING ADDRESS r�
FAX CORRECTIONS MAIL CORRECTIONS IE-MAIL CORRECTIONS
at SIGNING THIS STATEMENT I UNDERSTAND THAT I AM THE CONTACT PERSON FOR THIS PROJECT. IT Is my
RESPONSIBILITY TO COORDINATE ALL SUBMITTALS WITH THE CITY AND ONLY I CAN MAKE INOUIRIES ON THE
STATUS OF THE APPLICATION. I UNDERSTAND IT 15 MY RESPONSIBILITY TO DETERMINE IN ADVANCE OF PERMIT
I 'U BMITTAL ANY DISCRETIONARY PERMITS THAT MAY BE APPLICABLE TO THIS PROJECT. I ACKNOWLEDGE
THAT TO THE BEST OF MY ABILITY I HAVE SUBMITTED ALL NECESSARY DOCUMENTATION IN ORDER TO MAKE A
COMPLETE APPLICATION AND NO DISCRETIONARY APPROVALS ARE REOUIRED.
SIGNATURE DATE
ZONING INFORMATION (a '4
ZONE ( Q LOT AREA .9,,-
NUMBER- OF DWELLING . ;PNITS' EXISTING DEMOLISHED_J__ PROPOSED/,
DISCRETIONARY APPROVALS CA Determination
SUBDIVISION_ CU VARIANCE SHORELINE
SEPA Expires OTHER
City Use Only
LOT COVERAGE INFORMATION
EXISTING'SIC PROPOSED SF TOTAL SF
HEIGHT CALCULATION INFORMATION
.2L �9 C121�
DATUM A 78,11, BIO
M
AVE kX - _j ACTUAL
SETBACK INFORMATION
RFOUIRED FRONT SIDE sidt. REAR
PROPPSE.4 FRONT SIDE -71 ( of' SIDE -71- REAR
N
E" rl NO FLAG LOT YE$�ZiO --SV*DEDIC. YE
REOUIR . E 0 YES []'NO'* RM ORDING #
STAFF COMMENT$:
ENGINEERING INFORMATION
DRIVEWAY SLOPE %
EASEMENTS
GRADING CYDS 3=- .
EXISTING IMPERVIOUS AREA CONSTRUCTED BEFORE 1977 SO.FT
E XISTING IMPERVIOUS AREA INSTALLED 1977 OR LATER SO.FT.
PROPOSED NEW NET IMPERVIOUS SURFACE
CItj'Ufia only
E* N 0 DRAINAGE PLAN REQUIRED OY'ES ONO
SIDEWALK REOUIR D []YES
UNDERGROUND WIRING REQUIRED 0 YES 0 NO
STREET DEDICATION FT.
STAFF COMMENTS:
LID#
SPECIAL INSPECTIONS REQUIRED FOR THIS PROJECT (City Use Only)
SOILS:
START OF WORK
EXCAVATION & GRADING
SHORING INSTALLATION A MONITORING
PROOF ROLLING
PLACEMEN OF FILL & CO MPACTION
SUBSURFACE DRAINAGE
OVERIF* SOIL BEARING
PILE.PLACEMENT
DEROSION CONTROL
3 GENERAL SITE MONITORING BY THE
GEOTECHNICAL ENGINEER OF RECORD
EIGENERAL SITE M ONI TORING BY T14E
GEOTECHNICAL ENGINEER OF RECORD
-DURING WET WEATHER CONSTRUCTION
El F14ALARAD , ING 0 FIELD REPORT
DOTHER
OPLACEMENT OF REINFORCEMENT
OPLACEMENT OF CONCRETE
13SOLTS INSTALLED IN CONCRETE
OS TRUCTURAL MASONRY
13STRUiCTURAL STEEL ERECTION
[:]HIGH STRENGTH BOLTING
E]WELDING (WABO CERTIFIE . D ONLY)
DOTHER
PLAX CHECK 0
DATZ RSCRIVED SAO 10
BUILDING CONSTRUCTION INFORMATION
CODE EDITION$ 1997 UBC. UMC. UPC, WSEC, VIAG WITH AMENDMENTS
DESIGN CRITERIA WIND EXPOSURE 8 WIND SPEED 80 MPH SEISMIC ZONE 3
Floor Live Load 410 Root Snow/Live Load_21L Balcony Live Load_lAa
Float Dead Load V Root Dead Load to Balcony Dead Load
NUMBER OF STORIES BASEMENITS_ FLOOD ZONE
LOT SLOPE %- 1* SOILS REPORT PROVIDED 0 YiS Eg �MO
FLOOR AREA (MEASURED TO EXTERIOR FACE OF EXTERIOR WALL)
Existing 12 PIOROSGO Total
Living SPOCO 1937-
Garage 7
Carport -
Dock/Covered Porch
Other
ENERGY CODE COMPLIANCE INFORMATION
FUFL TYPE [A GAS. OIL ELECTRIC OTHER
MFORCEDAIR [:]HEATPUMP 0HYDRONIC 00THER
LP
FNFgGy CODE- METHOD OF COMPLIANCE
rVi PRESCRIPTIVE: List Option 113� FOR CITY USE ONLX
LO
TARGET UA APPROACH: Provide UA ColCuations Coiling Insulation IZ- SO
SYSTEMS ANALYSIS: Provide Computer Analysis Wall Insulation 9- - Lc�
Floor Insulation -
Door U-Volus
Window U-VsIuo
ENERGY1VENTILATION WORKSHEETS PROVIDED
Skylight U-Valuo
WINDOW SCHEDULE PROVIDED Glazing
VENTILATION CODE COMPLIANCE INFORMATION
KITCHEN FAN CFM 100 13ATHROOM FAN(S) CFM 150 LAUNDRY FAN CFM LM
WHOLF HOUSE VENTILATION SYSTEM
PXHAUST OPTION
FRESH AIR TO BE PROVIDED TO WALL PORTS
EACH HABITABLE ROOM WITH: WINDOW VENTS.
-EXHAUST FAN-70 BE CONTROLLED WITH 24 HOUR TIMER AND117ED AS FOLLOWS:
I - 2 BEDROOMS: 60 - 75 CFM JA4 BEDROOMS: 100 - 150 CFM
3 13EDR06MS: 80 - 120 CFM S BEDROOMS: 120-180 CFM
[am VAC INTEGRATED OPTION
IJ DEDICATED HEAT RECOVERY VENTILATI . ON . 0 . PTION
SEPARATE PERMITS (City Use Only)
[3RIGHT OF WAY CONSTRUCTION PERMIT 01MECHANICAL PERMIT
E]ENCROACHMENT PERMIT 0PLUMBING PERMIT
IMSTATE ELECTRICAL PERMIT
LAX- 0WATER METER
[]FENCE PERMIT 0SIDE SEWER PERMIT
0 RESIDENTIAL FIRE SPRINKLER PERMIT 0IRRIGATION (SPRINKLER SYSTEM)
0OTHER 0 OTHER
Any request lor modification, variance or other administrative deviation (herinatter *variance*)
must be specifically called out and Identified. Approval of any plot or plan containing provisions
which do not comply with the city code and for which a variance has not been specifically
identified, requested and considered by the appropriate city official In accordance with the
pplgpflalo provision of city Code of state low does not approve any Items not 10 Cod$
pecilication.
PERMIT'ISSUANCE AP
PLANNING REVIEW & APPROVAL
CONDITIONS OF APPROVAL:
ty Use Only)
DATE 3-J24
ENGINEERING REVIEW at APPROVAL
CONDITIONS OF APPROVAL:
DATE
4
BUILDING REVIEW & APPROVAL
CONDITIONS OF APPROVAL:
DATE
�A
;5: