511 HOMELAND DR.PDF11111111111111
11735
511 HOMELAND DR
PLANNING DATA
SINGLE FAMILY RESIDENTIAL
Street
Name: i5il �fom-rland Drfv-e-
Review Date:
Site Address: Ltf, Pow-cw— 14)
PermitNumber:
Project Description: A010t 1�z - CCk V- 0 Ck V-61 9 -r— W t oc,-C�-t 0, Ct J f-t7� 0 V-1
A
Zoning:
Comp Plan:
Corner Lot: NO)
Flag Lot: (YES 0
Small Site Plan: NO)
ADU Created: (YES /00
LLA:
CUP:
Variance:
Shoreline:
Subdivision/Legal/Recording Number: fi omc I om d a a4- o
Legal Nonconforming Land Use Determination Issued: (YES
Critical Areas Determination #: 11101 11 0 122
El Study Required
Waiver
SEPA Determination:
. . . . . . . . Req irMSetbacks
Street*
C;0LAti'l
Side:
tl 0 rm
Side:
Re":
-Actubl'Setbacks
Streep
IQ
Side:
Side:
Reap. 1
nr�t@rbefj /- T13 ro o u-C d- e-co-r-,
-5--* o Fences/Trellises/Arbors-
vered Be&7'Parch > 30" Eaves 6y) k
Parking Required: 2
Parking Provided:
Coverage Required: 35%
Coverage Provided: ',7,g
t X 57 1 W 'P
Lot Area: 0 OL (,v C W 4 � 0 ��Igw
\o 1609
Lot Coverage
Calculations: 1- 25 7A 9 Lp
12-0t ff52-+ 145.f-
BuildingHeight
Datum Point:
DatumElevation:
Maximum Height: 25' T�i
Actual Height: 6f 7.-c. 453/
-A
`6 -7
-7 7,95 ttt/.3-757 WA)C
Plan Review By: Gina Coccia, Associate Planner
k
CAFILENO.
Critical Areas Checklist
--------------------------------------------------------------
Site Information (soils/topo2raphy/hydroloo,,y/vegetation)
1. Site Address/Location:
2. Property Tax Account Number:
Approximate Site Size (acres or square feet):
4. Is this site currently developed? yes; no.
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.
Rcj�p-g: slopes on site generally less than 15% (a vertical rise of I 0-feet over a
horizontal distance of 66-feet).
Hilly: slopes present on site of more than 15% and less than 30','o ( a vertical rise of
I 0-feet over a horizontal distance of 3 )3 to 66-feet).
Steep: grades of greater than 3 )0% present on site (a vertical rise of I 0-feet over a
horizontal distance of less than 33-feet).
Other (please describe):
6. Site contains areas of year-round standing water: Approx. Depth:
7. Site contains areas of seasonal standing water: I\J( Approx. Depth:
What season(s) of the year?
8. Site is in the floodway NO. floodplain of a water course,
9. Site contains a c7eek or an area where water flows across the grounds surface? Flows are ye ar-
round? Flows are seasonal?
�V (What time of year?
10. Site is primarily: forested meadow shrubs mixed
urban landscaped (lawn,shrubs etcT—ELL) N
11. Obvious wetland is present on site:
------------
------ For City. Staff Use Only— -
- ------------ ----- ----------
Site isZored.�� 4'.
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'2 SCS.maned sb'fltvDe(o <j -
M;2�0��
�cs_chk,dcc, Rev (0/03/97
$1 'A
City of Edmonds
CRITICAL AREAS CHECKLIST
The Critical Areas Checklist contained on this forrn is
to be filled out by any person preparing a
Development Permit Application for the City of
Edmonds prior to his/her 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 complete 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/her 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 devel opment
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 conjuncuon with this Checklist
to assist 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).
Owner/Applicant:
Name
Street Address
Cit-V S tate
Zip
Applicant Representative:
Name
Street Address
City State Zip
Telephone
Signature
Date
Date
c:rece9donNjana\cac1.d0C
(over)
Mr. Steve Power
511 Homeland Drive
Edmonds, WA 98020
Subject:
Dear Applicant:
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
May 24, 1999
Determination regarding Critical Areas Checklist # 99-135
BARBARA FAHEY
MAYOR
Enclosed please find a copy of the Critical Areas Checklist you submitted. The "DETERMINATION" reached by the City
is located on the reverse side of the form (bottom of page).
It is very important for you to retain a copy of this Critical Areas Checklist "DETERMINATION" for your records.
............... ......... .
IMPORTANT INFORMATION TO BE NOTED:
PLEASE EXAMINE THIS" DETERMINATION" FOR ADDITIONAL REQUIREMENTS. YOU MAY NEED TO SUBMIT
ADDITIONAL INFORMATION SUCH AS AN ENWRONMENTAL CHECIUJS I
I OR CRIT CAL AREAS STUDY.
The 'DETERMINATION' for the Critical Areas Checklist you submitted is a site -specific determination not a
project -specific determination.
0,10, You must submit a copy of the CRITICAL AREAS CHECKLIST and DETERMINATION WITH ALL -4111111
PERMIT APPLICATIONS or YOUR APPLICATION WILL NOT BE PROCESSED.
Permit applications include the following:
Eric: Determination
* Architectural Design Board
C:ReceptionUana\CRLTR.doc
Building Permits
Conditional Use Permits
Subdivisions
Variances
Applications to the ADB* Land Use Applications
Any other development permit applications.
Thank you.
Planning Secretary
Inc.orporated August 11, 1890
Sister CitV - Hekinan, Japan
CITY OF EDMONDS
250 5th AVE. N. - EDMONDS. WASHINGTON 98020 - (206) 771-3202
COMMUNITY SERVICES
June 26, 1987
Mrs. Steve Power
511 Homeland Drive
Edmonds, WA 98020
Dear Resident:
sra�e
�6r
LARRY S. NAUGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
PIL "C7
The City of Edmonds is currently engaging in a*pro . gram to improve its
wastewater treatment system. One of the major parts of the program is
reducing the volume of flow into our treatment plant. A major item
contributing to this problem is the infiltration of stormwater runoff
from roofs, drains, etc. into our sanitary sewers.
A series of tests were completed by an independent engineering firm.
They'pumped smoke into sewer lines and recorded where it was escaping,
thereby locating the stormwater infiltration sources.
Your property has been identified as having a roof drain connected to
the sewer and the City requires, per the Community Development Code,
Chapter 18.10, Section 18.10.030, that this problem be corrected.
Please contact myself or Everett Akau of our Water/Sewer Section by
July 24, 1987 to provide you with further information and to answer
your questions. Member of the staff will be glad to advise you as to
your best solution.
Your assistance in disconnecting this source is requested no later than
August 7, 1987.
Sincerely,
Archie Brena
Water/Sewer Supervisor
AB/I k
cc: Bobby Mills
RUNOFFL/TXTWATER
PUBLIC WORKS PLANNING
PARKS AND RECREATION 0 ENGINEERING
CITY OF EDMONDS HARVE H. HARRISON
MAYOR
250 - 5th AVE N - EDMONDS, WASHINGTON 98020 - (206) 771-3202
OFFICE OF THE CITY ENGINEER
December 16, 1983 P/z kkl
Steve Power
511 Homeland Drive
Edmonds, Wa. 98020
Dear Mr. Power:
The City of Edmonds is currently experiencing a serious storm
water problem. Our sewage wastewater treatment system is being
overtaxed by large volumes of storm water from roofs, drains,
driveways, and parking lots. If this water is not eliminated from
the system, the sewage treatment plant will require expansion much
sooner than it otherwise would.
A series of tests were completed, identifying your property
as one of the infiltration sources. This storm water must be
removed from the sanitary sewer system as soon as possible. The
attached drawings indicate several solutions to this problem, one
of which should be applicable to your property.
The City has established this as a top priority project, and
your cooperation is urgently needed. Please contact Dan Smith or
Jerry Hauth at 771-3202 for assistance prior to installation of
your modified system.
Sincerely,
Wv'f�'
OX 1 - r - M - -�
#1 77 -
r471 * k 1 - S W--s
16 =011 Engineer
DTS/st
Attachment
cc: file
Dan Smith /Dp
APPLICATION
The City of Edmonds for
SIDE SAIWIM PFJPM
104:9�500 NEW CONSTRUCTION C] REPAIRS 0 EASEMENT No . ..........................................
OWNER ........... P owe r
..... .. . ................................................................................. CONTRACTOR -------------------------------------------------------------------------------------------------- PERMIT No . ......................
ADDRESS ....... 511 Ho(neland Drive
................................................ .................................................. LEGAL DESCRITMON: LOT No - ---------------------------------------------- BLOCK No . ............................................
NAME OF ADDITION
A%%
DYE TESTED ON SEWER
JULY, 1972
Approved:
DATE..................................... .......... 13Y ................................................
PERMIT EXPIRES zo
CITY OF EDMONDS
USE PERMIT
ZONE
NUMBER
CONSTRUCTION PERMIT APPLICATION
JOB SUITE/APT#
ADDRESS
T)
OWNER NAME/NAMEOF BUSINESS
LEGAL DESCRIPTION CHECK
SUBDIVISION NO.'
LID NO.
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MAILING ADDRE!r
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EV P Nh A
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP
TIESCP Approved 0
RW Permit Required 0
CITY ilp
TELEPHONE
EXISTING — REQUIRED DEDICATION
Street Use Permit Req'd C3
<
PROPOSED
Inspection Required 0
i,ed 0
NAVE__
METER SIZE
LINE SIZE
NO. OF FIXTURES
PRV REQUIRED
YES 0 NO 0
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x
ADDRESS
REMARKS
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CITY ZIP
E
7-Y.'
NAME
ENGINEERING MEMO DATED REVIEWED BY
a:
ADOR_ESS�'
FIRE MEMO DATED REVIEWED BY
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CITY ilP
TEIIEPHONE
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VARIANCE OR CU
ADB#
SHORELINE #
0
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STATE LICENSE NUMBER.) EXPIRATION DATE
C ECKED BY
LJ
SEPA REVIEW
SIGN AREA
HEIGHT
COMPLETE EXEMPT
ALLOWED PROPOSED
ALLOWED PROPOSED
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LtGiL DESCRIPTION'OF OTTOPERTY - INCLUDE ALL EASEMENTS'
I
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0
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x/1 / A A f)1)
EXP
LOT COVERAGE
REQUIRED SETBACKS (FT)
PROPOSED SETBACKS (FT.)
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ALLOWED PROPOSED
FRONT SIDE REAR
FRONT UP SIDE REAR
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PR61�"EAT� X A&C-OUNT �ARCEL
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-7 7' -gT
LOT AREA
PLANNING REVIEW BY DATE
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NEW RESIDENTIAL PLUMBING MECH
REMARKS
ADDITION COMMERCIAL Ei COMPLIANCE OR
CHANGE OF USE
REMODEL APAliTMENT 0 SIGN
FENCE
E] GRADING
REPAIR CYDS X FT)
CHE&ED BY
TYPE OF CONSTRUCTION
60DE OCCUPANT
OTHER
DEMOLISH TANK
I
V/
GROUP 17
(_'� �1 ) 3_
SPECIAL INSPECTOA
R9A OCCUPANT
Ei GARAGE RETAINING WALL RENEWAL
REQUIREDE] YES
LOAD
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CARPORT ROCKERY
(TYPE OF USE, BUSINESS OR ACTIVITY) EXPLAIN:
REMARKS
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PROGRESS INSPECTIONS PER UBC 108
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NUMBER -
NUMBER OF
CRITICAL
to
a
to
OF
DWELLING
AREAS
I
ol
STORIES
UNITS
NUMBER
DESCRIBE WORK TO BE DONE
FINAL INSPECTION
REQUIRED
VALUATION
FEE
7
PLAN CHECK FEE
HEAT SOURCE
GLAZING %
LOT SLOPE %
BUILDING
K NO:
VESTED DATE
PLUMBING
6IN - I I no
MECHANICAL
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO
BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC
GRADING/FILL
_j
DOMAIN (CURBS,SIDEWALKS, DRIVEWAYS, MARQUEES,ETC.) WILL REQUIRE
SEPARATE PERMISSION.
STATE SURCHARGE
PERMIT APPLICATION: 180 DAYS
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PERMIT LIMIT: I YEAR - PROVIDED WORK IS STARTED WITHIN 180 DAYS
STORM DRAINAGE FEES
Ui "APPLICANT. ON BEHALF OF HIS OR,HER SPOUSE, HEIRS: ASSIGNS AND SUCCESOkS
ENG. INSPECTION FEE
IN INTEREST, AGREES TO'INDEMNIFY, DE . FEND ANC�116LD HARMLESS THE CITY OF
2 EDMONDS, WASHINGTON, ITS OFFICIALS, EMPLOYEES, AND AGENTS FROM ANY AND
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
0 DEEMEDTOMOD IFY. WAIVE OR REDUCE ANY REQUIREMENT OF ANY CITY ORDINANCE
NOR LIMIT IN ANY WAYTHE CITY'S ABILITY TO ENFORCE ANY ORDINANCE PROVISION
TOTAL AMOUNT DUE
I HEREBY ACKNOWLEDGE THAT I HAVE READ THIS APPLICATION: THAT THE INFORMATION
GIVEN IS CORRECT, AND THAT FAM-THE OWNER, OR THE DULY AUTHORIZED AGENT OF
APPLICATION APPROVAL
THE OWNER. I AGREE.TO_6OMPLY WITH alTY AND STATE LAWS REGULATING CONSTRUC-
CALL
This application is not'a permit until signed by the
TION: AND IN DOING`�HE WORK AUTHORIZ11D THEREBY, NO PERSON WILL BE EMPLOYED
THE LABOR CODE OF/tHE STATE OF WASHINGTON RELATING TO
Building Official or his/her Deputy: and Fees are paid, and
FOR INSPECT ON
_IN--VIOI.:ATION,0,F�
WORKMEN'S Cp,�PENSATION INSURAN�E AND RCW 18.27.
receipt is acknowledged in space provided.
_qIGNATUREj(0NFl OR'� DATE SIGNED
(425)
OFFICIALS SIGNATURE DATE
( J/
�1044 'I
1
771 -0220
ATTENTION
R E L"E A A D B*Y DATE
(41 ILI
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL
/
A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFI-
ORIGINAL - FILE YELLOW - INSPECTOR
CATE OF OCCUPANCY HAS BEEN GRANTED. UBC SECTION 109
PINK -OWNER GOLD - ASSESSOR
5198
1.0 GENERAL
THESE 5TRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY
D15CREPANCY FOUND AMONG THE DRANIN&S, SPECIFICATIONS, THESE NOTES,
AND THE 51TE CONDITIONS SHALL BE REPORTED To THE ONNER, NHO
5HAI-L CORRECT SUCH V15CREPANCY IN NRITING. ANY INDIRK DONE BY THE
CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE
CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE
DIMENSIONS AMONG ALL DRANINS5 PRIOR To FROCEEDIN6 NITH ANY YqORK OR
FABRICATION. THE CONTRACTOR 15 RESPONSIBLE FOR ALL BRACING AND
SHORING DURING CONSTRUCTION.
1.1 CODES
ALL METHODS, MATERIALS AND NORKMANSHIP SHALL CONFORM TO THE
REQUIREMENTS OF THE CITY OF 55ATTLE: 20001 INTERNATIONAL BUILDING CODE
(IRC,), AS AMENDED AND ADOPTED BY THE CITY OF SEATTLE AND THE STATE OF
Y4ASHIN&TON; A.C.I. 518, A.I.S.C. cITH EDITION, AND A.I.T.C. 3RD
EDITION.
1.2 DESIGN CRITERIA
A. LIVE LOADS
ROOF (5NOyq) 25 F5F
FLOOR RES 40 PSF
FLOOR DECKS 60 P5F
B. LATERAL LOADS:
WIND DESIGN CRITERIA:
1. BASIC, NIND SPEED 85 mph
2. NIND IMPORTANCE, I yj = 1.00 (CATEGORY 11)
5. NINDOA EXPOSURE 1131
4. INTERNAL PRE5URE COEFFICIENT N/A (SIMPLIFIED NIND LOAD METH012 - I&Oqb)
5. COMFONENTS AND CLADVIN&
ZONE
POSITIVE
PRESSURE
NEGATIVE
PRESSURE
I
I IA FSF
-15.5 FBF
2
1 1A FSF
-15.2 F517
2 (OVERHANG)
-24.1 P5F
5
ii.q FSF
-15.2 FSF
5 (OVERHANG)
-24.1 F5F
4
15.0 FSF
-14.1 FSF
5
15.0 FSF
-1-1.4 FSF
TOPOGRAPHIC EFFECT FACTOR K =I.OTZ
SEISMIC DESIGN CRITERIA:
1. SEISMIC IMPORTANCE, le = 1.0 SEISMIC USE GROUP I
2. MAPPED SPECTRAL RESPONSE ACCELARATIONS 5 1.5541, 55 545,
5. SITE CLASS : V
4. 51TE RESPONSE COEFFICIENTS: 5 ds = 1.05cl, 5 dI =545
5. SEISMIC DESIGN CATEGORY: D
6. BASIC SE15MIC-FORCE-RESTIN& SYSTEM: BEARING KALL5YSTEM
1. DESIGN BASE SHEAR- 15b KFS
a. SEISMIC, RESPONSE COEFFIENT5: Cs =0.14
q. RESPONSE MODIFICATION FACTOR: R=6.5
10. SIMPLIFIED SEISMIC ANALY515 RFOCEDURE
1.3 SOIL DATA
SPREAD
FOR LOCATIONS SEE SOILS REPORT. SOIL BEARING @ CONT.
FOOTINC75 = 2000 FSF. ALLOYi 55-1/5% INCREASE FOR LOADS FROM Y41ND OR
SEISMIC, ORIGIN. EQUIVALENT FLUID ACTIVE PRESSURE AND PASSIVE
PRESSURE ARE 55 PCF AND E300 PCF, RESPECTIVELY.
2.0 SITE WORK
2.1 EXCAVATION
EXCAVATE FOR FOOTINC75 DONN TO DEPTH SHONN ON DRANINGS OR, TO FIRM
UNDISTURBED MATERIAL. AREAS OVER -EXCAVATED SHALL BE BACKFILLED
Y41TH LEAN CONCRETE (Va = 2000 FBI), OR BE STRUCTURALLY FILLED PER
SECTION 2.2 AND SHALL BE AT THE CONTRACTORS EXPENSE.
2.2 BACKFILL AND COMPACTION
BACKFILLSHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS,
SCREEDS, OTHER Y4000 DEBRIS AND MATERIAL SUBJECT TO ROT OR
CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL . IN AREAS
UNDER SLAE35 OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE,
PLACED IN b-INCH LIFTS AND COMPACTED To AT LEAST q5% OF MAXIMUM DRY
DENSITY AS DETERMINED BY AA5HTO COMPACTION TEST, PROCEDURE T-180.
THE FILL SHOULD BE LIMITED To CLEAN, GRANULAR MATERIAL.
3.0 CONCRETE 5 SACKS OF CONCRETE PER CUBIC YARD
3.1 GENERAL
ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REQUIREMENTS FOR
"ULTIMATE STRENGTH TYPE CONCRETE", PER ACI 501, "SPECIFICATIONS FOR
STRUCTURAL CONCRETE FOR BUILDING." FROPORTIONIN& OF INGREDIENTS FOR
EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE
GIVEN IN ACI 301. PLACE CONCRETE PER AC,1-504 AND CONFORM TO
ACI-604(306) NINTER CONCRETING AND ACI-605(505) FOR HOT YiEATHER
CONCRETING. CONCRETE SHALL BE PLACED To AVOID SEGREGATION,
HONEYCOMBIN& OR, POCKETS. USE INTERIOR MECHANICAL VIBRATORS NITH
*7000 RPM MINIMUM FREQUENCY. 00 NOT OVER -VIBRATE. CONCRETE SHALL
BE FOURED, MONOLITHICALLY BETNEEN CONSTRUCTION OR CONTROL JOINTS.
PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND
EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POURING.
FROVIDIE ENGINEER VqITH PROPOSED CONSTRUCTION OR CONTROL JOINT
LOC,ATION5 FOR HIS APPROVAL, OR USE JOINTS AS SHONN ON THE DRAININ&S.
ALL TIES AND ANCHORS SHALL BE OUT OFF FLUSH P41TH THE SURFACE;
SURFACES NHERE EXFOSED SHALL BE SMOOTH AND FREE FROM
IRREGULARITIES.
3.2 STRENGTH
TNENTY-EI&HT DAY COMPRESSIVE STREN&TH55HALL BE:
SLABS ON GRADE : 2000 F51
MAX SLUMP 5" (UNSUPERVISED)
FOOTING 4 KALLS: 2000 F51; MAX SLUMP 4" (UN5UFERVI5EV)
THESE SLUMPS MAY BE INO!Z ADDITION OF POZZOLITH
-AND-16FZA,MR AORKA51LITY NITHOUT
,�ASE�Uf &
15 ADDED To ALLOA HIGHE, __0MP _!jX E516N.
CHANSIN& THE NATER CON NT OF THE ORIGINAL
PROPORTION MIX ACCORD �Ncrv. To 1130 Iq04.
3.3 MATERIAL: MA17ERIAL: 4 Arse'RE&ATE5 PER ArI 501
A. CEMENT MUST CONFORM TO ASTM 150, TYPE I OR TYPE 11. ENGINEER'S
APPROVAL 15 REQUIRED FOR USE OF TYPE III CEMENT.
B. KATER To BE CLEAN AND POTABLE.
0. COARSE AND FINE AeGREeATE5 To CONFORM To A5TM-055.
3.4 MATERIALS
A. AATER REDUCING, ADMIXTURES: MUST CONFORM TO ASTM-04q4, POZZOLITH
544N, POZZOLITH IOOXR, OR POZOLITH 122HE. POZZOLITH SHALL BE
INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE NITH THE
MANUFAC.TURF-RIS INSTRUCTIONS ISYNER61ZED PERFORMANCE SYSTEMS"
CONCRETE U51NC7 POZZOLITH ADMIXTURES To FRovurE FLOKABLE
CONCRETE MAY BE UBED NITH THE ENGINEERS APPROVAL. ADMIXTURES
AND DOSAGES INILL VARY DEFENDING ON CLIMATIC CONDITIONS AND THE
CONTRACTORS J0551TE REQUIREMENTS. MAXIMUM SLUMP FOR
"SYNER61ZED PERFORMANCE SYSTEMS" CONCRETE SHALL NOT EXCEED 8".
USE IN ACCORDANCE INITH MANUFACTURER'S RECOMMENDATIONS.
B. AIR ENTRAINMENT. CONFORM TO ASTM-0260 AND ASTM-0414, MB-AE-10
BYMASTER BUILDER. ENTRAIN 5%+/- I%AIR BYVOLUME INALL
EXPOSED CONCRETE.
0. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR
APPROVAL 15 GIVEN BY THE ENGINEER.
3.5 REINFORCING STEEL
DETAIL, FABRICATE AND FLACE FER AC,1-515 AND ACI-515. SUFFORT
REINFORCEMENT INITH APPROVED CHAIRS, SPACERS, OR TIES.
A. STEEL REINFORCEMENT SHALL BE NEN, DEFORMED BILLET STEEL,
MEETING ASTM A6915, GRADE 60 FOR #5 AND LARGER
BARS, EXCEPT AS NOTED; GRADE 40 FOR #4 AN17 SMALLER BARS. SHOP
DRANIN65 SHALL 5EMARKED ACCORDINGLY AND 5UBMITTE12TO THE
ENC71NEER FORREVIEA PRIOR TOFABRICATION. GRADE60 REBARS
SHALL NOT BE BENT IN FIELD AFTER PLACING.
B. REINFORCEMENT IN ALL KALLS, SLABS, AND FOOTINGS SHALL BE
CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, BOTH
VERTICAL AND HORIZONTAL.
0. LAPS: ALL TEN51ON SPLICES ARE ACCORDIN& TO ACI 515-5cl, CLA59 5
,E5 ARE 50 DIAMETERS, UNLE55 NOTED
AND ALL COMPRES51ON SPLIC
OTHERN15E.
D. TRIM REINFORCING: AROUND ALL OFENIN65SHALL BE A MINIMUM 145
TOP AND BOTTOM, EXTENDING 2--b" BEYOND OPENING AT EACH CORNER.
SEE TYFICAL DETAILS.
E. AELVIN6; TACK k6ELDIN& OF REBAR 15 NOT FERMI I I ED UNLE55 CALLED
F. MINIMUM REINFORCING: MERE REINFORCEMENT 15 NOT 5HONN ON
DRAY065, THE "BUILDINC7 CODE REQUIREMENTS FOR REINFORCED
CONCRETE" (ACI 515-501) SHALL BE REFERRED TO FOR PROPER
REINFORCEMENT.
6. REBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS
FOLLOY45:
51, CONCRETE DEP051TED AGAINST EARTH
211 CONCRETE DEPOSITED AGAINST FORMS BUT EXP05ED TO EARTH
1-1/2" TO TIES IN COLUMNS, AND TIED REBAR IN KALL!5
1-1/211 FOR BARS INSLABS ON GROUND
5/4" INTERIOR FACE OF AALL5
H. NELVED NIRE FABRIC: A5TM-AI85 AND A5TM-Ae)2
J. MINIMUM STEEL REQUIREMENTS FOR CONCRETE KALL U51N& #4 REEAR
HEIGHT VERTICAL HORIZONTAL
Of-(
., 1 15110.0. Iall O.C.
C, 1_q 1 1611 o.r,. 10,10.0.
3.6 FOUNDATION ANCHOR BOLTS
5/6" STEEL BOLTS, Y41TH T' MIN. EMBEDMENT INTO CONCRETE. PROVIDE A MIN.
OF (2) BOLTS PER SILL PLATE. ANCHOR BOLTS SHALL BF PLACED AT72" O.C.
FOR ONE STORY, 45" O.C. FOR TY40 STORY RESIDENCES AND REFER TO
LATERAL ENGINEERING FOR THREE STORY RE51DENCES. ADDITIONALLY, ONE
BOLT MUST BE No LESS THAN 71" FROM EACH END OF EACH INDIVIDUAL BILL PLATE.
ANCHOR BOLT NASHERS MUST BE A MINUMUM OF 5"x5" (SQUARE) x 311b" (THICKNESS)
4.0 CARPENTRY
4.1 ROUGH CARPENTRY
ALL 2x FRAMING LUMBER SHALL BE STUD GRADE VOU&-FIR FOR 5TUD5 AND
STANDARD OR BETTER FOR PLATES OR AS 5HONN ON THE DRAININ&S OR BELON.
ALL 2" LUMBER SHALL BE KILN PRIE12 (KD).OR SURFACE PRIED, (512). EACH
PIECE OFLUMBER 5HALLBEAR THESTAMP OFTHE AtSTCOAST LUMBER
INSPECTION BUREAU 5HOY41NC7 GRADE MARK OR APPROVED EQUAL. OTHER
MATERIALS AS5HONN BELON
2x $ 5x STUDS - STUD GRAVE DOU6-FIR
:2x JOISTS - #1 DOU6-FIR
4 x 4 4 4 x (b COLUMNS - #1 DOUGLAS FIR
bx HEADERS - #1 DOUGLAS FIR
4x HEADERS - #2 DOUGLAS FIR
ALL EXP05ED MATERIALS OR MATERIAL IN CONTACT INITH CONCRETE
SHALL BE PRESSURE TREATED.
4.3 CARPENTRY HARDWARE
A. BOLTS SHALL BE ASTM A-501.
B. M5HERS SHALL BE MALLEABLE IRON MSHER5(MIN).
C,. NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANUFACTURER ONLY.
- SEE NATIONAL DESIGN SPECIFICATION.
D. 5, SHEAR PLATES
I
:2 E. ANCHOR5ANDr, NNECTORS SHALL BE 5IMF5ON,TECO,BOVqMAN OR OTHER
ICC, APPROVED.
TION
z1 EATION OF BUILDING SHALL BE GALVANIZED.
RO CTI N Y4ARE EXP05ED To AEATHER OR To VIEN OR IN
4.4 MINIMUM NAILING - PER 2003 IRC
4.5 GLUE -LAMINATED TIMBER
ALL STRUCTURAL &LUE-LAMINATED TIMBER, MATERIALS, MANUFACTURE AND
QUALITY CONTROL SHALL BE IN CONFORMANCE INITH VOLUNTARY PRODUCT
STANDARD F.B.56 "STRUCTURAL GLUED LAMINATED TIMBER", AND ALL
MEMBERS SHALL BE MARKED Y41TH A QUALITY MARK THEREOF. ALL PLIES
SHALL BE DOUGLAS FIR COAST REGION. CAMBERS An AS SHONN ON THE
DRAININ&S. AH MEMBERS SHALL BE EITHER COMBINATION 24F-V4 (SIMPLE
SPAN) OR 24F-V8 (CANTILEVERED OR OONTINUOU55FAN) AS APPLICABLE.
ALL MEMBERSSHALL BE INDUSTRIAL APPEARANCrz AND SHALL BE GLUED V41TH
NATERFROOF ADHEBIVEPER P.5. 56. ARCHES SHALLBE COMBINATION
24F-V8 AND HAVE EXTERIOR GLUE, ARCHITECTURAL GRADE.
5.0 MISCELLANEOUS
VERIFY ALL DIMEN51ONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE
ERECTION BRACIN6 AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS
ARE INSTALLED. REFER To ARCHITECTURAL PLANS FOR KALL OPENING,
ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHONN. REFER TO
MECHANICAL AND ELECTRICAL PLANS FOR 51ZE AND LOCATION OF ALL
OPENINGS FOR DUCTS, FIFES, CONDUITS, ETC., NOT SHOPSIN.
6.0 TABLE OF AREAS
LIVING 1204 SQUARE FEET EXISTING
LIVING 51 SQUARE FEET REMOVED
LIVING 125 SQUARE FEET PROPOSED
LIVING 12CIO SQUARE FEET TOTAL
GARAGE
c154
SQUARE FEET
PROPOSED
GARAGE
52a
SQUARE FEET
REMOVED
GARAGE
c04
SQUARE FEET
TOTAL
PORCH 145 SQUARE FEET EX151TNS
DECK 1"75 SQUARE FEET EXI5ITNr7
GLAZING AREA 20.125 SQUARE FEET
200cl INA5HIN6TON STATE ENERGY CODE NINDOM 30'U'VALUE
OPTION No. 5 DOORS .20 V VALUE
MEDIUM GAS FURNACE
U-1
Z
U-1 tL
>
<
AIGHT-IDF-WAY CONSTRUCTION PERM
AND IMPECTION REQUIRED
IM%
SITE
SCALE: P = 10'-0"
Lr-F- ond MELANIE POINER
511 HOMELAND DRIVE
r=DMONPS, Y4ASHIN&TON 115020
(206)
LEGAL DESCRIPTION
LOT 2, REPLAT OF HOMELAND ADDITION ro
CITY OF EDMONDS
51TUATF IN THr= COUNTY OF SNOHOMISH,
STATE-OF__Y4A5HI-GNTON.
LOT COVERAGE
RESIDENCE 12clo
&AR&AGE 1154
PORCH 145)
HOMELAND DRIVE
40'-0" RIGHT OF AAY`
Zone (P
Corner Flag
jetbac_ks
&g_ulred
Front C A c_1 u A
.7 ---:2/-0 -
Sides N I -
Rear W
____ leg_
Other
NORTH
5OUARE FEET
5aUARE FEET
SQUARE FEET
LOT AREA 10,266 5GUARE FEET
LOT 0OVr=RA&E AS A PERCENTA6r=
OF LOT AREA = 24.7e)
Applicant shall repair/replace all damage to
utilities or frontage Improvements in City
right-of-way per City standards that is caused
or occurs during the permitted project.
APPROVED BY PLANNING
AA -
174�� �Ir
TAX ACCOUNT NUMBER
004'775-000-00200
HEIGHT CALCULATION
POINT - A
POINT - 5
POINT - 0
aa.001
POINT - D
ab.50,
TOTAL 545.101
54a.0101 DIVIDED 5,r 4 MAX.
-7RAI:?r- 5-7.2251+ 25--011
AVr=RA6E C
112.225'MAXIMUM ALLONABLE HEIGHT
41,1.525' AOTUAL RIDGE ELr=VATION
IMPERVIOIUS COVERAGE
LOT AREA 11,466 SQUARE FEET
E3UIL1;1IN5/5^KA5E
and 0\/ERHAN65 (EX).
IDM GA
L
n�
O V rz =-H A N =_(N y
ECK (EX
PRIVENA'l' ond r
5IDE;NAJ_r,5 Irr=x)
�t\po
C4, 1
e�,4?
TOTAL
IMPERVIOUS 0OV`ERAS:r=,A� �A
OF LOT AREA 55.54
SQUARE FEET
ftnea mug hs located ou private property.
Property owmer 0woonsibb for deteralaing
Foraperty Una&
Ftnco e�11%211.not encim or prevent ace= to
imy City ranlab&ed Allifla.
RELOCATED
6A5 MF-7r=R
V_ej�oc�)oj�3 OF pt--,�e
ac i" Cwf�04_14AWCE
�1241" Y41DE A5PHALT
CUT PER CITY STANDARDS
5e)
-7-
SITE CLASSIFICATION WORKSHEET
LINE
TYPE
AREA (SQUARE FEET)
I
NON -REGULATED
/-
EXEMPT
Rr=6ULA_T_�
2
REPLACED
0
5
NEP4 (POST IC1711)
+
4
TOTAL Rr=6ULA IOUS AREA
MITI&ATION I MPE V
REGUIlt-IF IN EX!ESS OF Z000 SF
_ ____n
TOTAL AREA MI #16ATED BY EXISTINS
STORMKATER M EMENT SYSTEMM)
0
REGULATED ARE NO YET MITIGATED
"7
AREA.4;90P BE MITISATED BY
Ar
LOk4 11� 'T OPMENT TECHNIOUES
0
AREA PROPOSED TO BE M�M��ATIED THROU&H
9
CONVENTIONAL 5 TBC�HNIaIES
0
r"7_ 0
ldc
RANDALLJ.MUNSON
BUILDING DESIGNER
17713
15TH AVENUE NORTHEAST
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 MANTAINS 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
ZL 6.13.12 HEIGHTCALC
CITY of EDMONDS
zi� 6.29.12 PLAN REVIEW
DESIGN
zi� 09.4.12 REVISIONS
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LO
ITE PLAN
S
GENERAL NOTES
PROJECT NO.
DESIGN RJM
DRAWN RJIV1
ISSUE DATE 06.08.12
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RECORDER'$ CEF(TIFICATE ......... . 0��Vj.�
6 A. -I .........
Filed for reCold this ........ day a[ ... 19 1q, MAW P.M
In book'. 13.3 .... Of Suriloyl at pa je ... at the request of
......... JAM. Per&ort. M.
Surveyof's Name
;r
As-sume-d Mer;d;an
6oritour:5
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SURVEYOR1 CERTIFICATE J40HN
This map correctly represents a survey made by me or under my LSE
direction In confomance with the requirements of the Survey Recording
Act at the request of . E.4. Rrown ........................
In .:�ept� 199)0. �Aj�
Certificate No 13 79e ..............
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10tS ht?Ve be&7 %SYWVOI P60e %I *Aft Ole land Aare bet" -A /y
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11
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RESUB
JUL - 9 2012
BUILDING DEPARTMENT
01-IY OF EDNAONDS