6804 161ST PL SW.PDF1111111111
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6804 161 ST PL SW
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PLANNING DATA
SINGLE FAMILY RESIDENTIAL
Street File
Name: John -Herri'de--
Review Date:
Site Address: (P1904 1 (01 ST ST SW
Permit.Number: BLD - V 0 0 -7 2,3
Project Description: I' e2tby�j adeii-huv) + -7- (P o I? c1cc-l<,
( q 14 P + 4610 41 )
Zoning: S- D FF-9 - I A 5 -7 -
Comp Plan:
Corner Lot: NO)
Flag Lot: (YES /0
Small Site Plano / NO)
ADU Created: (YES
LLA:
CUP:
Variance:
Shoreline:
Subdivision/Legal/Recording Number: 00 '7(pq(p 00() 002, 00 L,6t-W2 Weadowdale
Legal Nonconforming Land Use Determination Issued: (YES NO)
Critical Areas Determination#: C,?-A 7,013C)O(p3 cy-o5,jorl + kane(Oi-de �Iasdrds
N StudyRequired
El Waiver
SEPA Determination: "-Cv%A9V
Req ired Se PP
tbacks PC-Y' -0 MA 12
Street-
&Ae:
W)
e: C)
aear:
-2- 0
ActuaTSetba cks -[�7ea
Street:
Side:
ide: '
r:
Me— 11 LJUI �-p
Pe6a-.��es 9 Reekerieg 'Retfti-fti�lls Xr-e11Jqeg�Ar'
Bay Windows/Projecting Modulation * > 30 , Stairs eto:=red �DeckP -0 ---34!.gaVW
(�imn�ey/Fire�plac e Umr"MVCmmdme4���Xio
Parking Required: 2
Parking Provided: +
Coverage Required: 35%
Coverage Provided:
Lot Area:
SPH" 2,2-'13 + Pug -(A: 2-+
LotCoverage W4,eW-ed de-dr-: W3
Calculations: -- 2-61' -0,- 'gairage ,
3 +5 C,0 V C"na
B ilding Height'.
Datum Point: WJk+CV WUA-C-Y
Datum Elevation: +;5
Maximum Height: 2S' 1+59. Cl �5
Actual Height: 5 15 2V5
V0 I
2-0'
. �b'5
sP5. L9
-�- -JT, ��
a UN 611 I:_- 45B - 11,25 S 5 6 =- 2-ji. 1� (0 f59
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Plan Review By: Gina janicelc, Associate Planner.
City of Edmonds
Critical Area Notice of Decision
Applicant:
[24VI6(� MLAvj,�twl
Property Owner:
Herrl*(-�—
Critical Area File #:
C/ P- A '2/ 0 172 0 0 (o -�
Permit Number:
�, L- 0 1 D I '-� 0 -7 -1,
Site Location:
(o ?, 0 4 PL SW
Parcel Number:
0 -7 (o 9 (0 0 0 0 Do 2DO
Project Descriptio . n:
cfl� l'-f aJJ(N OVA / Y'C4'Y) D d 'Cl -t- . -2- (, 0 9� CI C C-K
Conditional Waiver. No critical area report is required for the project described above.
I . There will be no alteration of a Critical Area or its required buffer.
2. The proposal is an allowed activity pursuant to ECDC 23.40.220, 23.50.220, and/or
23.80.040.
3. The proposal is exempt pursuant to ECDC 23.40.230.
F�J Erosion Hazard. Project is within erosion hazard area. Applicant must prepare an erosion and
sediment control plan in compliance with ECDC 18.30.
Critical Area Report Required The proposed project is within a critical area and/or a critical area
buffer and a critical area report is required. A critical area report has been submitted and evaluated
for compliance with the following criteria pursuant to ECDC 23.40.160:
1. The proposal minimizes the impact on critical areas in accordance with ECDC 23.40.120,
Mitigation sequencing;
2. The proposal does not pose an unreasonable threat to the public health, safety, or welfare
on or off the development proposal site;
3. The proposal is consistent with the general purposes of this title and the public interest;
4. Any alterations permitted to the critical area are mitigated in accordance with ECDC
23.40.110, Mitigation requirements.
5. The proposal protects the cri tical area functions and values consistent with the best
available science and results in no net loss of critical functions and values; and
6. The proposal is consistent with other applicable regulations and standards.
Unfavorable Critical Area Decision. The proposed project is not exempt or does not adequately
mitigate its impacts on critical areas and/or does not comply with the criteria in ECDC 23.40.160 and
the provisions of the City of Edmonds critical area regulations. See attached findings of
noncompliance,
Favorable Critical Area Decision. The proposed project as described above and as shown on the
attached site plan meets or is exempt from the criteria in ECDC 23.40.160, Review Criteria, and
complies with the applicable provisions of the City of Edmonds critical area regulations. Any
subsequent changes to. the proposal shall void this decision pending re -review of the proposal.
F� Conditions. Criti cal Area specific condition(s) have been applied to the permit number referenced
above. See referenced permit number for specific condition(s).
WYIA Tan�rIC114— 'ixvmn� III -'I - 1-) 1 -)2
Reviewer :�Ignature Date
Appeals: Any decision to approve, condition, or deny a development proposal or other activity based on the
requirements of critical area regulations may be appealed according to, and as part of, the appeal procedure, if any,
for the permit or approval involved.
Revised 12/16/2010
OEOTECH
CONSULTANTS, INC.
John Herrick
6804 — 161s' Place Southwest
Edmonds, Washington 98026
Subject: Plan Review
Proposed Additions to Single Family Residence
6804 — 161-st Place Southwest
Edmonds, Washington
13256 Northeast 20th Street, Suite 16
Bellevue, Washington 98005
(425) 747-5618 FAX (425) 747-8561
Decemer 2, 2013
JN 12231
TREET
Reference: "Geotechnical Engineering Study," subject site, Geotech Consultants, Inc. August 10, 2012.
1 1
Plans Reviewed: Randal J. Munson AIA, Sheets A-1 through A-1 3, October 9, 2013.
Dear Mr. Herrick -
via email
We have completed a general review of the geotechnical aspects of the plans provided. Based on the
drawings provided, in our judgment, the recommendations from our original geotech nical report have been
incorporated into the reviewed development plans. Our soil report stated that "we do not anticipate any impact
of the proposed development on the slope, and reciprocally, we would not anticipate slope movements to
impact the proposed additions." However,. in accordance with ECDC 23.80.070 we add -'the proposed
development will not increase surface water discharge or sedimentation to adjacent properties beyond
predevelopment conditions; and the proposed development will not decrease slope stability on adjacent
properties; and such alterations will not adversely impact other critical areas.
We acknowledge appointment as Special Inspector for this project, and by copy of this letter, request that we
be kept informed of the progress of construction so we are -able to make the necessary observations, in a
timely manner.
If you have any questions, or if we may be of further service, please do not hesitate to contact us.
Respectfully submitted,
GEOTECH CONSULTANTS, INC.
N 0 sp,
C. WAS
36094
I Itc 1E
ST
ATAL
12/2/13
James H. Strange, Jr., P.E.
Associate
RESU13
. I
DEC 0 3 2013
SUILDING DEPARNENT
CITY OF EDIVIONDS
JHS/jhs
GEOTECH CONSULTANTS, INC.
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SJTE- PLAN
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NOTICE:
No warranty of accuracy.
The information shown on the attached m6p(s)
was compiled for use by the City of Edmonds,
its Employees and Consultants. The Cit' of
y
Edmonds does not warrant the accuracy of
anything set forth on these map(s). Any person
or entity requesting a copy should conduct an
independent inquiry regarding the information
shown on the map(s), including, but not lim ited
to, the location of any sewer stub shown. Such
sewer stubs may or may not exist and may or
may not exist at the location shown. Neither
the City of Edmonds nor its employees or
officers shall be liable for the information given
I
on map(s), nor for any one representation
provided based upon said map(s).
lqr
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':`P E R M I T
CITY of EDMONDS S I D E S, E V..
a
OmEET FILE PERMIT NO. '08006
For Inspection Call 7 lbfm
Address of Construction: U)
Property Legal Description (Include all easements):
Owner and/or Builder:
Contractor & License No: LLYNNWOOD LIN�
Single Family Residence
S� 0
Mul ti-Family (No. of Units
Commercial (No. of fixture Units
Invasion into City Right -of -Way: No Yes (If Yes, Right -of -Way
Construction Permit required. Call One -Call -Center (1-800-424-5555) before any
excavation,.)
Cross other Private Property: No Yes (If.Yes, easement required,
attach legal -description and county easement number.)
PLEASE READ THE ITEMS LISTED ON THE BACK
RLCLIVLU
sh—a7l comply bate
I ce tify that I have read and JUN 819.89
with the items listed on the back.
PUBLIC WORKS
Permit Fee: :.Issued By:
Trunk Charge: JDate Issued:
Assessment Fee: Receipt No.:
Partial Inspection:
Comments Date Initial
Final Inspection Approved:
Date Initial
Rejected:
Wh.it-p Copy - File
_ — Tn —i
son Date tial
** PERMIT MUST BE POSTED ON JOB SITE **
Green Copy -'Inspector Buff Copy - Applicant
The City of Edmonds
Side Sewer Drawing
EASEMENT NO . ............................................
NEW CONSTRUCTION REPAIRS n LID NO - ------------------ ASMX. NO ----------
OWNER -------------------------------------- --------------------------------------------------------- CONTRACTOR ��-�-GLVJF - ---------- Vt.�-!NA-Sa- i-=-l'4 ----------------- PERMIT NO. 08 -OP-.(e
JOB ADDRESS .(eUA --------- 1-.(-e3-.s7.) ----- ---------- LEGAL DESCRIPTION: LOT NO - -------------------------------------- BLOCK NO - ------------------------------------
K40------------------------------------------------------------------------------------------------------------------------------------------------------------------
NAMEOF ADDITION --------------------------------------- -------------------------------------------------------------------------------
1�7 q-
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I* PWW-0001-11/�5 (REV.11/78)
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It
Approved:
DATE ... .............. Bye;� <� �-.
DATE:
MEMO TO: Permit Coordinator, Building Division
FROM: Dan Smith, Engineering Inspector
ADDRESS: & S-r-
I 9z
OWNER: ",/ ptl"
After review of the subject building permit application, we have the
following comments:
1) Construction hours are: WEEKDAYS 7:00am to 10:00pm
WEEKENDS/HOLIDAYS 10:00am to 6:00pm
2) A Right -of -Way construction permit is required for any work on
City property.
3) Connection to City water system required.
4) Connection to City sanitary sewer system required; obtain separate
permit.
5) Water and sewer lines to be separated by 10 foot minimum.
6) Driveway must be paved -a minimum of 20 feet back from City
right-of-way; separate permit required.
7) Driveway slope not to exceed 14%.
8) Back water valve -required if downstairs plumbing i.s below
elevation of upstream manhole.
9) Builder/Owner responsible for,containing all temporary runoff and
erosion control on site. Construction may not impact neighboring
properties in any way.
10) No burning of construction refuse without approval from Fire Dept.
11) Street to be kept clean of debris, dirt, mud, and construction
materials.- Contractor responsible for dust control.
12) Inspection required on drainage system, catch basin -installation,
driveways, and sidewalks. A.Ji.nal engineering inspection is
required prior to the buildin� division granting occupancy.'
7
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0
CITY OF EDMONDS
CONSTRUCTION PERMIT APPLICATION
7AME (OR NAME OF BUSINESS)
Sigve Helleren Construction
MAILING ADDRESS
)225 Olympic View Drive
Edmonds 7712381
NAME
�huck Lee
ADDRESS
731 2nd St. suite B
CITY TELEPHONE NUMBER
Auki lteo 745 65.69
NAME
3igve Helleren
ADDRESS
)225 Olympic View Dr.
CITY TELEPHONE NUMBER
�dmonds 1771 2381_
STATE LICENSE NUMBER
iELLESC208mn
Legal Description of Property - include all easements
(show below or attach four copies)
ot 2 Meadowdale Ridge
M
El
NEW
RESIDENTIAL
PLUMBING
ElAODIALTER
0 COMMERCIAL
E] MECHANICAL -
REPAIR
RETAINING WALL
SIGN
DEMOLISH
EXCAVATE
FENCE
OR FILL
( x _FT)
El REMODEL
PRE -MOVE INSP./
swim
COMPLIANCE INSP.
POOL
WOOD STOVE/
INSERT APT.BLDG
El RENEWAL
(L e2 2
F
NUMBER OF STORIES
NUMBER OF
W
2
DWELLING 1
I
UNITS
NATURE OF WORK
TO BE DONE (ATTACH PLOT PLAN)
FILE
USE PERMIT
ZONE NUMBER
ADDRESS
LEGAL DESCRIP [ON SU DIVIPON NO LID NO.
Vo
W4. ;f- -
/ TESCP
PUBLIC RIGHT OF WAY PER OFFICIAL STREET MAP. APPROVED BY
EXISTING REQUIRED DEDICATION
PROPOSED
RIGHT OF WAY CONSTRUCTION PERMIT REQUIRED: U
STREET USE PERMIT REQUIRED E:
SEE ENGINEERING MEMO DATED R�IeW
7
REMAVS/
METER SIZE
REMARKS
SUPPLY SIZE IFIXTURE UNITS
SIGN AREA ENV. REVIEW ADI3 NO.
ALLOWED PROPOSED COMPLETE EXEMPT
SHORELINE#
VARIANCE OR CU PLANNING REVIEW BY DATE
YARDS HEIGHT LOT COVERA13E
FRONT SIDE REAR
REMARKS I
CHECKED BY TYPE OF CONSTRUCTION [CODE
IV 19M
SPECIAL INSPECTOR AREA OCCUPA
REQUIRED GROUP
0 YES
REMARKS
PROGRESS INSPECTIONS PER LIBC 305
/ 'A
bWl- Z4 U (Z 16! A 9 6 7
5F Klfsid6i(a
PLAN CHECK FEE
BUILDING
PLUMBING
MECHANICAL
This Permit covers work to be done on private property ONLY.
GRADINGIFILL
Any construction on the public domain (curbs, sidewplks,
driveways, marquees, etc.) will require separate permission.
STATE SURCHARGE
Permit Application: 180 Days
Permit Limit: 1 Year - Provided WorK Is Started Within 180 Days
ENERGY CODE
"Applicant, on behalf of his or her spouse, heirs, assigns and
successors in interest, agrees to indemnify, defend and hold
J2 harmless the City of Edmonds, Washington, its officials,
E employees, and agents from any and all claims for damages of
X:
whatever nature, arising directly or indirectly from the issuance
of this permit. Issuance of. this permit shall not be deemed to
PLAN CHECK DEPOSIT
modify, waive or reduce any requirement of any city ordinance
r nor limit in any way the City's ability to enforce any ordinance
TOTAL AMOUNT DUE
provision."
I hereby acknowledge that I have read this application; that the
information given is correct; and that I am the owner, or the duly
ATTENTION
authorized agent of the owner. I agree to comply with city and
state laws regulating construction; and In doing the work authoriz-
THIS PERMIT
AUTHORIZES
ed thereby, no p�rson will be employed in violation of the Labor
ONLY THE
Code of the State of Washington relating to Workmen's Compensa-
WORK NOTED
tign Insurance.
I
I NSPECTION
SIGNATURE (PV"4�.R OR A
N
DATE SIGNED
DEPARTMENT
CITY OF
EDMONDS
VALUATION
01
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OCCUPANT
LOAD
5
5`11*6Y 620e Go
FEE
—2-C* 116,32
APPLICATION APPROVAL
This application is not a permit until
signed by the Building Official or his
Deputy; and fees are paid, and receipt is
acknowledged in space provided.
OFFICIAL's SIGNATURE DATE
ATTENTION 771-3202
RELEASED BY:
DATE
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE
UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR ORIGINAL — File YELLOW . — Inspector
A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. UBC
CHAPTER 3. PINK — Owner GOLD — As�essor
102-87
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APR 2 7 1989
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CITY OF EDMONDS
2/NEW
ADDITION
RETIREMENT
STREET FILE ASSET INFORMATION SHEET
ASSET NO.
ADDITION TO ASSET NO.
DESCRIPTION
SERIAL NO.
LOCATION zz
DX
PURCHASE ORDER NO.
PURCHASE ORDER DATE
COST
*PROJECTNUMBER
PROJECT COMPLETION DATE
COST
B.A.R.S. ACCOUNT NO. :�7-Zll 6)6)
01 ESTIMATED LIFE
INITIATED BY DATE APPROVED BY
"SUBMIT ASSET INFORMATION SHEET WITH FINAL PAYMENT -REQUEST
*SUBMIT ASSET INFORMATION SHEET UPON CLOSE OF PROJECT
ACCOUNTING ONLY
DEPRECIATE
MONTHLY DEPRECIATION AMOUNT
ANNUAL DEPRECIATION AMOUNT
G.L. ENTRY
REFERENCE
vp) INITIAL
DATE
Z/,- �t
VERIFIED BY
PROCESSED
BATCH NO.
DEPARTMENT FILE
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HERRICK RESIDENCE
Oil
00
0 CITY OF MMONDS, WASHINGTON
ma
r I- I'
11M
JOHN anD KAREN HERRICK
61
6BD41 IstSTREETS.W.
Zl
EDWNW. WAMNGTON
(425) 74&,Wl
1.0 GENERAL
THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY
DISCREPANCY FOUND AMONG THE DRANIN65, SPECIFICATIONS, THESE NOTES,
AND THE SITE CONDITIONS SHALL BE REPORTED TO THE ONNER, NHO
SHALL CORRECT SUCH P15CREPANCY IN YqRITINC7. ANY NORK DONE BY THE
CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE
CONTRACTORS RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE
DIMENSIONS AMONS ALL DRANINS5 PRIOR TO FROCEPOINS P41TH ANY NORK OR
FABRICATION. THE CONTRACTOR 15 RESPONSIBLE FOR ALL BRACINO AND
SHORIN& VURIN& CONSTRUCTION.
1.1 CODES
ALL METHODS, MATERIALS AND VqORKMAN5HIP SHALL CONFORM TO THE
REGUIREMENT5 OF KINS COUNTY: 2012 INTERNATIONAL BUILDINS CODE
(IRC,), AS AMENDED AND ADOPTED BY KIN& COUNTY AND THE STATE OF
Y4A5HINC7TON; A.C.I. 516, A.1.5.C,. 1TH EDITION, AND A.I.T.C. 5RD
EDITION.
1.2 DESIGN CRITERIA
A. LIVE LOADS
ROOF (5NON 25 F517
FLOOR RE5 40 PSF
FLOOR DECKS 60 PSF
B. LATERAL LOADS:
WIND DESIGN CRITERIA:
1. BASIC, Y41ND SPEED 85 mph
2. NIND IMPORTANCE, I yj = 1.00 (CATE6ORY 11)
5. Y41NDOA EXPOSURE '5'
4. INTERNAL FRE5URE COEFFICIENT N/A (SIMPLIFIED NIND LOAl2 METHOD - 1601-6)
5. COMPONENTS AND CLADDIN&
ZONE
P051TIVE
PRE55URE
NEC7ATIVE
PRESSURE
I
I IA FSF
-15.5 FSF
2
1 I.q PSF
-15.2 PSF
2 (OVERHANrv)
-24."l FSF
3
1 I,q PSF
-15.2 PSF
5(OVERHANCv)
-24.1 F5F
4
15.0 FSF
- 14.1 PSF
5
1 15.0 FSF
-1-7.4 F5F
TOPOSRAPHIC EFFECT FACTOR K =I.OTZ
SEISMIC DESIGN CRITERIA:
1. SEISMIC, IMPORTANCE, le = 1.0 SEISMIC USE 6ROUP 1
2. MAPPED SPECTRAL RESPONSE ACCELARATION5 5 =155cl, 59 = .545,
5. 51TE CLASS: V
4. 51TE RESPONSE COEFFICIENTS: 5 cls = 1.051, 5 dl =.545
5. SEISMIC DESIGN CATEC70RY: D
6. BASIC SEISMIC-FORCE-RESTIN6 SYSTEM.- BEARIN6 KALL SYSTEM
DF516N BASESHEAR- 18.5 KP5
5. SEISMIC, RESPONSE COEFFIENT5: C.9 =0.14
cl, RESPONSE MODIFICATION FACTOR: R=b.!5
10. SIMPLIFIED SEISMIC ANALY515 RPOCEDURE
1.3 SOIL DATA
FOR LOCATIONS SEE 50IL5 REPORT, 501L BEARIN& @ CONT. SPREAD
FOOTINGS = 2000 P5F. ALLOA 55-1/5% INCREASE FOR LOADS FROM AIND OR
SEISMIC ORIC71N. EOUIVALENT FLUID ACTIVE PRESSURE AND PASSIVE
PRE55URE ARE 55 PCF AND 500 FCF, RESPECTIVELY.
2.0 SITE WORK
2.1 EXCAVATION
EXCAVATE FOR FOOTINGS DONN TO DEPTH 5HOINN ON DRANIN65 OR TO FIRM
UND15TURBED MATERIAL. AREAS OVER -EXCAVATED SHALL BE BACKFILLED
NITH LEAN CONCRETE (f'r, = 2000 P51), OR BE STRUCTURALLY FILLED PER
SECTION 2.2 ANPSHALL BE AT THE CONTRACTOR'S EXPENSE.
2.2 BACKFILL AND COMPACTION
BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS,
5CREED5, OTHER NOOD DEBRIS AND MATERIAL SUBJECT To ROT OR
C,ORRO510N. USE ONLY MATERIALS APPROVED FOR BACKFILL . IN AREAS
UNDER 5LAE35 OR FOOTIN(55, MATERIAL SHOULD BE &RANULAR IN NATURE,
PLACE12 IN 6-INCH LIFTS AND COMPACTED TO AT LEAST 015% OF MAXIMUM DRY
DENSITY AS DETERMINED BY AASHTO COMPACTION TEST, FROCEDURE T-180.
THE FILL SHOULD BE LIMITED To CLEAN, &RANULAR MATERIAL.
3.0 CONCRETE 5 5AC.K5 OF CONCRETE PER CUBIC, YARD
3.1 GENERAL
ALL CONCRETE SHALL BE HARD ROCK rONCRETE MEETINC7 REOUIREMPNTS FOR
"ULTIMATE STRENGTH TYPE CONCRETE", PER ACI 501, "SPECIFICATIONS FOR
STRUCTURAL CONCRETE FOR BUILDIN62' PROFORTIONIN& OF IN&REVIENT5 FOR
EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE
61VEN IN ACI 501. PLACE CONCRETE PER AC,1-504 AND CONFORM TO
A01-604(506) NINTER CONORETIN& AND A01-605(505) FOR HOT MATHER
CONCRETINC7. CONCRETE SHALL BE PLACED To AVOID 5EC71RE&ATION,
HONEYCOMBINC7 OR POCKETS. USE INTERIOR MECHANICAL VIBRATORS NITH
'1000 RPM MINIMUM FREOUENCY. DO NOT OVER -VIBRATE. CONCRETE SHALL
BE POURED MONOLITHICALLY BETAEEN cON5TRUCTION OR CONTROL JOINTS.
PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYIN6 AND
EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POURINC7.
PROVIDE ENC71NEER NITH PROPOSED CONSTRUCTION OR CONTROL JOINT
LOCATIONS FOR H15 APPROVAL, OR USE JOINT5 AS SHONN ON THE DRANIN&S.
ALL TIES AND ANCHORS SHALL BE OUT OFF FLUSH AITH THE SURFACE;
5URFAC,E5 NHERE EXF05ED SHALL BE SMOOTH AND FREE FROM
IRREGULARITIES.
3.2 STRENGTH
TY4ENTY-EI(9HT DAY COMPRESSIVE 5TREN6THS SHALL BE:
SLA55 ON &RADE : 2000 PSI; MAX SLUMP 5" (UN5UPERV15ED)
FOOTIN& $ AALL5: 2000 FBI; MAX SLUMP 411 (UNSUPERVISED)
THESE 5LUMP5 MAY BE INCREASED IF A PROPER ADDITION OF FOZZOLITH
15 ADDED To ALLON H16HER SLUMP AND GREATER NORKABILIT',r NITHOUT
CHAN6ING THE MTER CONTENT OF THE ORI&INAL MIX DESIGN.
PROPORTION MIX ACCORDIN6 To IRO IcIO4.
3.3 MATERIAL: MATERIAL: CEMENT, NATER 4 A&GRE&ATE5 PER Aal 501
A. CEMENT MUST CONFORM TO A5TMI 150, TYPE I OR TYPE 11. ENC71NEER'S
APPROVAL 15 REGUIRED FOR USE OF TYPE III CEMENT.
5. MTER TO BE CLEAN AND POTABLE.
cl. COARSE AND FINE AGGRE&ATE5 To CONFORM TO ASTM-055.
3.4 MATERIALS
A. KATER REDUCING ADMIXTURES: MUST CONFORM TO ASTM-04,14, POZZOLITH
344N, POZZOLITH IOOXR, OR POZOLITH 122HE. POZZOLITH SHALL BE
INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE NITH THE
MANUFACTURERS IN5TRUCTION5 'SYNERC71ZED PERFORMANCE SYSTEMS"
CONCRETE USINC7 POZZOLITH ADMIXTURES TO PRODUCE FLOKABLE
CONCRETE MAY BE USED Y41TH THE EN61NEERS APPROVAL, ADMIXTURES
AND V05ArvE5 NILL VARY DEPENDINC7 ON CLIMATIC CONDITION5 AND THE
CONTRAOTOR'5 JOBBITE REQUIREMENTS. MAXIMUM SLUMP FOR
"SYNERSIZED PERFORMANCESYSTEMS" CONCRETE SHALL NOT EXCEED 8".
USE IN ACCORDANCE Y41TH MANUFACTURER'S RECOMMENDATIONS.
5. AIR ENTRAINMENT: CONFORM TO ASTM-0260 AND A5TM-04414, MB-AE-10
BY MASTER BUILDER. ENTRAIN 5% +/- 1% AIR BY VOLUME IN ALL
EXPOSED CONCRETE.
cl. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLE55 PRIOR
APPROVAL 15 &IVEN BY THE ENSINEER.
3.5 REINFORCING STEEL
DETAIL, FABRICATE AND PLACE PER ACI-515 AND ACI-516. SUPPORT
REINFORCEMENT Y41TH APPROVED CHAIR.5,51FACER5, OR TIES.
A. STEEL REINFORCEMENT SHALL BE NEA, DEFORMED BILLET STEEL,
MEETIN& A5TM A615, GRADE 60 FOR #5 AND LAR6ER
BARS, EXCEPT AS NOTED; 6RADE 40 FOP, #4 AND SMALLER BARS. SHOP
DRAY41NC75 SHALL BE MARKED ACCORDINSLY AND 5USMI I I ED TO THE
ENC71NEER FOR REVIEN PRIOR To FABRICATION. r--RADE (00 REBAR5
SHALL NOT BE BENT IN FIELD AFTER PLACIN6.
5. REINFORCEMENT IN ALL NALL5, SLABS, AND FOOTINC75 SHALL BE
CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, BOTH
VERTICAL AND HORIZONTAL.
0. LAPS: ALL TEN51ON SPLICES ARE ACCORDINC, To ACI 515-861, cLA55 B
AND ALL COMPRESSION SPLICES ARE 50 DIAMETERS, UNLESS NOTED
OTHERY415E.
D. TRIM REINFORCIN6: AROUND ALL OPENINC75 SHALL BE A MINIMUM 145
TOP ANP BOTTOM, EXTENDINC7 2'-(o" BEYOND OPENINC, AT EACH CORNER.
SEE TYPICAL DETAILS.
E. INELDINS: TACK NELDINC7 OF REEAR 15 NOT PERMITTED UNLESS CALLED
F. MINIMUM REINFORCINC7: NHERE REINFORCEMENT 15 NOT SHONN ON
DIRMIN65, THE "BUILDIN(5 CODE REGUIREMENT5 FOR REINFORCED
NOTE:
TEMPORARY EROSION CONTROL MEASURES
0
TO BE INSTALLED AS REQUIRED.
§9
x Q8T
01NEWONT11,40TOOR IS RESPONSIBLE
FOR EROSION CONTROL AND DRAINACE
161st PLACE S.W. Isl5cI006'54"IE
1643cl' 0 102
13 u x 48 to
to 1031 /X 18R NPI x .92
x NN39 / EX15ITN6 4" PVC X 8,h 25
CLEAN OUT 5 FT. DEEP
N5cl 006'34"E 1411.001 101 a �1-
w M? - E wv
8A.- 3) 65
1 4 12 10 ",79
TE 1 8 6)) x 3 .39
to
5
19 8 1 10 ge4 2.66 ;0
0.74
2 Z/2
E �j 12" 0
S �_z Jj E a
s Iva I's,
4 24"
10 7
R60
.61 X Y
554 Sa. FT. 4 10 X OL L
Ila 7- 34.
X IA1344 61
CONCRETE" (ACl 515-81) SHALL BE REFERRED TO FOR PROPER 0 %31 __1 -ty, OLEAN OUT
ON 6 POINT'��j gd-' L=58.25'
11
REINFORCEMENT. INITHIN 24" 6 435.1 l' R=25.00'
A PO T' OF STRUOTU __Tr9 _::� _u
r�7i��9 A On.& It
0 V Oplm�
ST
4.1 ROUGH CARPENTRY T #4
C3
5
ED
y E C
P :2A I IN,�
4.73 Lose
4
PRO OS
p
6 or
V<V
4�32.6C b�;3 10 -lE =7-5IZT _r __1 - .5 2 4'1
-7-FIR FOR 5TUD5 AND 4 PROPOSED
ALL2x FRAMN& LUMBER SHALL BE5TUID &RADEDOUC �6�9 -
3. 5\ 1 CONNECT ALL ROOF
STANDARD OR BETTER FOR PLATE5 OR AS 5HOINN ON THE DRAININ65 OR BELON. TYPE 2 CATCH171 IN
ALL 2" LUMBER SHALL BE KILN PRIED (KIP) OR, SURFACE 12RIED (5D). EACH DRAINS, MAINTAIN .5 IE 431.19' it�� 06 0
V<Ul
L C
PIECE OF LUMBER SHALL BEAR THE STAMP OF THE MST COAST LUMBER jj� SLOPE AND 12" COVE I c v OA�,,
060
4 v 1 3
��7 4 7 ic J,
61 108 1070 117
X8 L
INSPEr -7 6RADE MARK OR APPROVED EGUAL. OTHER >KIV E
,TION BUREAU SHOY41NC 78 .77
� \1 4 kNOOD PLANTER
MATERIALS AS SHONN BELOIN T6
J
16 \ I N 7 "
4 \ \ L�� -
2x $ 5x STUDS - STUD 6RADE DOU6-FIR OP/FNC
2x JOISTS - #1 DOU16-FIR
4 x 4 $ 4 x (b COLUMNS - #1 DOUSLA5 FIR e
(ox HEADERS - #1 VOU&LAS FIR
- #2 DOUC7LA5 FIR
4x HEAVER5
ALL EXPOSED MATERIALS OR MATERIAL IN CONTACT NITH CONCRETE ci 1156
SHALL BE PRESSURE TREATED. 4&�/7 PNC
4.3 CARPENTRY HARDWARE 551-4 5/1611
A. BOLTS SHALL BE A5TM A-501. 11 VQ k T W Wqf4a�-Cfi�
B. MSHERB SHALL BE MALLEABLE IRON YqA5HER5(MIN).
0. NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANUFACTURER ONLY.
N5100654"E 155-11
NORTH
D. LAC, SCREM, SHEAR PLATE5 - SEE NATIONAL DESIGN SPECIFICATION.
E. ANCHORS AND CONNECTOR5 SHALL BE SIMPSON, TECO, BOINMAN OR OTHER
1050 AFFROVED.
F. PROTECTION HARDINARE EXPOSED TO MATHER OR TO VIEN OR IN N.:�ITE P"LAN
UNHEATED PORTION OF BUILDIN6 SHALL BE &ALVANIZED. 50ALE: P = 10'-011
4.4 MINIMUM NAILING - PER 2012 IRC PROPERTY OWNER TAX ACCOUNT NUMBER
4.5 GLUE -LAMINATED TIMBER JOHN and KAREN HERRIOK 007&CI(000000200
ALL STRUCTURAL &LUE-LAMINATED TIMBER, MATERIALS, MANUFACTURE AND 6504 161st STREET S.Vi.
GUALITY CONTROL SHALL BE IN CONFORMANCE NITH VOLUNTARY PRODUCT EDMONDS, NASHIN&TON ctaa2b
STANDARD P,556 "STRUCTURAL GLUED LAMINATED TIMBER", AND ALL (425) '745-5421
MEM15ER5 SHALL BE MARKED V41TH A GUALITY MARK THEREOF. ALL PLIES
SHALLBE DOUrvLAS FIR COAST REGION. CAMBERS AREA55HONN ONTHE
LEGAL DESCRIPTION
LOT COVERAGE
DRAMINC75. ALL MEMBERS SHALL BE EITHER, COMBINATION 24F-V4 (SIMPLE
SPAN) OR 24F-V6 (CANTILEVERED OR CONTINUOUS SPAN) AS APPLICABLE.
LOT 2, MEAVOINDALE RIDSE, CITY` OF
ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND SHALL BE GLUED INITH
EDMONDS, INA5HIN6TON
RESIDENOE 221-15
SaUARE FEET
MTERPROOF ADHESIVE PER P.S. 56. ARCHES SHALL BE COMBINATION
PORCH 24
5OUARE FEET
24F-V5 AND HAVE EXTERIOR &LUE, ARCHITECTURAL 6RADE.
SITUATE IN THE COUNTY OF SNOHOMISH,
COVERED rl>r-r-.K 115
5GUARE FEET
DECK I#*-
5GUARE FEET
5.0 MISCELLANEOUS
STATE OF kNASH16NTON.
&ARAC7E 554
5GUARE FEET
VERIFY ALL DIMENSIONS AND CONDITIONS FRIOR TO PROCEEDIN6. PROVIDE
TO7AL 5460
5GUARE FEET
ERECTION BRACIN& AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS
FROP05ED 1;)ECK. 55
SOUARE FEET
ARE IN5TALLED. REFER TO ARCHITECTURAL PLANS FOR NALL OPENIN6,
ARCHITECTURAL TREATMENT AND DIMENSIONS NOT 5HOYSIN. REFER TO
HEIGHT CALCULATION
EXPANSION
MECHANICAL AND ELECTRICAL PLANS FOR 51ZE AN12 LOCATION OF ALL
T07AL 5511
5GUARE PEET
OPENIN65 FOR DUCTS, PIPES, CONDUITS, ETC., NOTSHOINN.
POINT - A 452bo
6.0 TABLE OF AREAS
POINT - B 455.11
POINT - 0 455.15
L07 AREA 10,111
5GUARE FEET
POINT - D 452.60
L07 0OV`ERA&E AS A FERCENTA&E
LIVIN6 AREA 2561 SOUARE FEET EX15ITNC7
01= LOT AREA = 3411%
LIVIN& AREA 1410 5OUARE FEET FROF05ED
TOTAL
LIVINC7 AREA 3111 50UARE FEET TOTAL
1-755.66 DIVIDED 5r 4 = 455AI5' MAX.
&ARAe;5 lcl(b 5OUARE FEET EX15ITNC7
AVERArvE &RADE 455AI51+ 251-011 =
PORCH 24 SOUARE FEET EX15ITNC7
45e)AI5' MAXIMUM ALLO;NABLE HEI&HT
5
OFC,K 260 5OUARE FEET FROP05ED
45e).5555' ACTUAL Rlr,>r-vr= r-LE\/ATION
r7LAZINC7 AREA 5S5 SOUARE FEET
&LAZINS AS A PERCENTA6E OF FLOOR AREA = 15.86%
2012 YiASHIN&TON STATE ENERrzY CODE AINDON5 .50'U'VALUF
OPTION No. 5 DOORS .20 V VALUE
MEDIUM &A5 FURNACE
ACCEP_fAP3LE'11(3'HTUM_
MATFRAL
SDR 35
SCH 40
N - 12
F81 0 HANODR,
6' NOOD FENCE
11
#W20
MIM
IMPERVIOIUS COVERAGE
LOT AREA
10,11-zt
50UARE f=EET
EX15TIN& RE510ENOE
2551
5OUARE FEET
PROPOSED ADDITION
1614
50UARE FEET
EXISTIN& DRIVEkNAY
12c[4
SOUARE FEET
TAL 5465 SGUARE FEET
OPOSED ADDITIONAL DECI< 55 5GUARE FEET
4TAL 551e) SOUARE FEET
/� �_ 10 W t 3<9 -7 -2- ��
A PROVED BY PLANNI G
16
ENGINEERING
7 �
1005
'It
co
.95
3
84
1057
X 4.0
la
oo.16 gp86
0 L9
0
07
.09
0
0
SITE CLASSIFICATION WORKSHEET
LINE
TYPE
AREA (SOUARE FEET)
I
NON-RESULATED
0
EXEMPT
RE6ULATED
2
REPLACED
0
0
5
NEN (POST lcill)
+
5465
4
TOTAL REC7ULA 1 ED IMPERVIOUS AREA
MIT16ATION REOUIRED IF IN EXCESS OF 2,000 SF
-
5465
5
TOTAL AREA MITI(SATED BY EXISTIN(5
STORMNATER MANAASEMENT SYSTEM(S)
-
41"71
REWLATED ARE NOT YET MIT16ATED
12c[4
AREA PROPOSED To BE MITI(9ATED BY
LOA IMPACT DEVELOPMENT TECHNIOUES
e)
I
AREA PROPOSED TO BE MITI&ATEP THROL)CvH
CONVENTIONAL SM TECHNIOUES
5465
0 q.
a:
-u
3 21 <
0 0 101)
3
R
0 3
M
* EX15TIN6 5r5TEM = VE516NED FOR 2657 50. FT. *
TOTAL IMPERVIOUS SURFACES TO EXISTIN6 SYSTEM =
254"T'50- -, F ! T
TOTAL IMPER\/IOU5 5URr-ACE5 TO PROPOSED SYSTEM
2cfla sa.F�.
Zone_jef Come r
XFta&
Setb cks Re ulred
ILu
Aqu
70
-0
2T
Front 'Vie, _ IR--
20
�hl
CRE V\9 s 10 �\\j
SidesW[� to 10
MAY 16 2014
Rear
Other
BUILDING DEPARTMENT
CITY OF EDMONDS
ILeight
I
19
I
19
19
19
19
A-
REVISIONS
No.
Date Item
CITY CYCLE NO. 1
10.09.13 CORRECTION
CITY CYCLE NO. 2
10.15.13 CORRECTION
PROPOSED DECK
10.15.13 EXPANSION
z
0
0
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(0
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0)
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<
Lu
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0
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a LO
00 0 C-4
R6
(0 Lu 'IT
SITE PLAN
GENERALNOTES
PROJECT NO. : .
DESIGN RJM
DRAWN RJM
ISSUE DATE :07.05.13
_1111---l-1-11--,� .... .... . .
_'__ .... . . . .. ..... -'a",
40 X coNciec-Te-c we
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IN; 46,141' > —4
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% Ill' LT. 4l, 44
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Is Nis Tm
% N, AA
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s' NOTS: 5X� 4vil 0j. WATeie
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%
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%
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sil . WATSIR 'eeRV IC-15 (LOT13 S,,G, 7)
%
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s
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is IN
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Lp 4A N',-
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- - - - - - - - - - - - - - is,
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7
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4119 0
.0 U
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N
TY. PS 2 -4 64
. ..... . ...
SK c LIO
TOP 2.. 61
CONC. PIPE ANCHOR
DETAJ L
"76,
I LorATION OF EXISTING UTILITIES. ANDjHPROvzj4$M. SHOWN ARE
bN tv.++A" :0 *HAU ft THE RrSPQNSjBjZjrf OF. THE
TO . MTHAIIINN :M :EXACT. ON a .01'
UTILITIES AND ZXPRCV=IM 1 (3 ) ALL
� 0 To AVOID =TOR OCST"*Aj��-
2. A", Cd*STRUCTION :8RAm CogftjW: To
�STANOARO
SPEC"
rICATIONS M MNICIPAL. PUBLIC
:AND, STANDARD P&Ape A's ADDpTBD By �1=. CITY . ... ..
ANY samum, JOID.
REQUIREMENTS WMAOLISHRO AT CITY grAmmas ON THU
PIAT,
1i ALL STRUCT;OK XX 'p=t' jNg*=
. T Tb T . -11 . ION By . THE CITY
Of NOMONIM ARP M.'CONT.UCTOR SHALL XOTIrY THE CITY OF HIS
40MD=+ IN SUFFICZ2117110 TO PERMIT INSPECTION PRI-OR, �
AND:DURING THE WORE. . TO
4,. 44 NORX OtTHIN THE prAT AND �CjTy RIGHT OF WAY SHALL BE
BUWXCT TO THE INSPSCTZON iOF THE =QINIMR.
1- 'TO C6NTRACTOR SUALL
. 42 � RZOPONS113LE FOR OBTAINING AM
MUTS + MR ROAD AND MUM CONSTRUCTION.
Go PROVIDE AIM MAINTAIN TENPOR'Ry an
4TION MUM==
rX.Cm VIRS* IfXft. Dom Im x .
TO
TH URAL == SYSTEM
OPLrTj
ON PRIOR To �� TAP
OWMI. .. AND
C0113MCTION If Cant=
AND TURVOTENTIM, Or 011-61TE X"810111 HAS. PASSED.
7. ALL STORM
Smm 'BE -9ft"T'so
, . , � WAL 14 GA
GALVANIZZI) AND ASPR60 =AT= TMTN=T JL OR mm'm
CORRUGATED A&UNIIM Ptp+zi 12 ak�-, 34. 2 v, con
ASTX D-3034)-mmPT DZTW=DN!jpjP13 an AS NOTED.
a. ROAD RESTORATION NUV& U M CITY Op UMUDS STANDARDS.
0 �- ALL ROOF DRAM SHALL BE CONNECTED To STORK =An;Aa?.
SYSTENo
20. ALL 2001P DRAIN -STUBS SHALL an mA=v WITH Zlmx4l" POST
SHOWING *omzNm
11. ALL ckmw Rum To AM LOCKM LIDS.
12. OwsLooftIel To immovim AJDWUATe om 4014414
EST It C.s
It'.) ItMWTfF7Y iwTm*o,w tioisi WITH A,%jF-t4MWrgaT,
WATC-1C. NOTIS.5
1�m INS TO. 1 3 . 9
CTIONS
wOJ4pZ,xSazD by THE. r-lt*. AM NECESSARY
EXCNVATIONol' BACK -FILL AND MATER TO, BE SUPPLIED by
THE
COPTRACM."o c Sm PRIOR T0.110
� , TZ
WATER DEPARTMENT To SCHZWL9 CONIMCijj�jg;. I FICATION TO
2. , SXMC8:R=ZRENENTZ TOIS ARRANUD ro 'PRIOR TOSTART
OF CONSTRVC710Y :THROUGH.-- WATER DEPARTMENT CUSTOMER:
(-Mo..., 771-3202). C0PM:StgVjCES.
3's CONTRACTOR SHALL -NOTIrT_ d0ftft OF
AFrzCTzD
Mmwmm-b UTILITIES. rOR FIELD LOCATING TH EIR
FACIlortIVII. "S (WE CALL LOCATION SMOM 15 1.900imm424-
4. POSSIOXII" *60 Excuorn PRUSM D*m- EXIST. PRESSLIRE
T=UCZR MUST 32 INSTALLED Ili XACj W=z.
5AWITA ?Y..156WGXw 'Wareo
1-- CONTRACTOR 4HALL Xyt 6WjMR8. do. AJ4 AFFECTED
UNDERGROUND �UTI NOT
LZTXZ'g ?OR FIZLD LOCATING THEIR
FACMITIRS. THE -on CALL tOCATION NUICOM IS 1-.006424-
5555.
2- SANITAky SEWER PIPE ISHAM BE: 8" PVC-SDR35�ASTM SPEC.
03034 MATERX-Ar. Olt CONCgM Am cl-14. . S * 31 fivelIER
GASS87. UTzkz P*YSTzm TO ar, PmSm,1 AND T.v. TESTED..
3, :Slbk. SEWER p.jPz SHALL an PLACED ON twors SO, . I
KATZ"' AL TURB D L.
, "Itmu � w BACK FILL PROMED
=ROCKS Aft KEPT OFF' THE PIP& DURING
TkE BACr,, FILL
4. SIDE arom . :a , HALL Be INSTALLED ACCORDING To CITY OF
VXONDR STANDARDS FOR SUCH INSTALIATION:.
S. $lox am zhat
4i1W, .. - LOT XM=0 WITH A
,,.;*;AM AT.TIM -=v WIj%41mow ABOVE GROUND
PAINTED WHITE WITH BLACK LETTM La= I maD *eLpjgRpo WITH
UZPTff- V.V, AND PPIM8. TEM
*TA' CL'&NQM TO BR: RATSft TO GME: WITH 'CAST
ISON PkVft AIM GRATS (IM=9a TM).
Amppleoveo 1=40le
c-owompur'now,
cow-WEE-Te r-UWO
n-
Mraw-11.1 0 T., hme
OC�4US'- I"'V2 MIL�e.
"-N AVSWUS WF--5T
-6XTP,UoGo doNCICSTE: cullm
- 54W-e-UT F-X; A15PHAILT
P"M1Iss14:C0M10T DGPTH CL'115' Ae,10HALTIc C, 1.4C
L
0
?a MIw * COMIOr 0�iWTH Cie- 5U1eFAC,1Wc, TOP coUielsG
4? MI WCO"117r. DEPTH d. K1. 5uieFAcj NG 15ASE COUle9r,
&RAVeL 15A56� CL. '15') MAY ee OMPP. )OF -WO 50tL
CowolTjowo.
AVC-NU.C- Wr=ST
I
SfCRON
ROAD?
STORM DRAINAGE,
SANJTARY
SEWER, WATER PLAN
FOR
:m EADOWDALE R* I DG E
IN SE '1/4 'OF SW'.IA.
.7
SECTION 5t. T P N., R. 4 E, W
C I TY OF EDIVIONDS
WASH I NGT
4
E E T F I L wE
-'ESUB
OCT 112013
BUILDING DEPARTMENT
CITY OF EDMC)n.D,,r,
FZ CITY
KeVIEW
oar--R:cI7-/ w-eview
VELLilRUEURNO RND "ASSOCIRTES:
ENGINEERS SURVEY6RS 'PLANNER
23106
100th AVENUE W. EDMONDS, WA. 98020 . �pW ONE
DRAM
ow
aft
OATE
V
Trvc
i
le - 17 -66
170
Ni,,�.
SHSC-T - 2 OF 4
ft
SHBET S OF 4
1.0 GENERAL
THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY
V150REPANO)' FOUND AMONG THE DRANIN65, SPECIFICATION5, THESE NOTES,
AND THE SITE CONDITIONS SHALL BE REPORTED To THE ONNER, NHO
SHALL CORRECT SUCH DISCREPANCY IN NRITINC7. ANY INORK DONE BY THE
CONTRACTOR AMR DISCOVERY OFSUOH DiScREFANCY SHALL BE DONE AT THE
CONTRACTOR'S RISK. THE CONTRACTOR SHALL VERIFY AND COORDINATE THE
DIMENSIONS AMONG ALL DRAINING5 PRIOR To PROCEEDING NITH ANY NORK OR
FABRICATION. THE CONTRAOTOR 15 RESPONSIBLE FOP, ALL BRACING AND
SHORING DURING CONSTRUCTION.
1.1 CODES
ALL METHODS, MATERIALS AND Y40RKMAN5HIP SHALL CONFORM TO THE
REGUIREMENT5 OF KING COUNTY: 2012 INTERNATIONAL BUILDING CODE
(IRO), AS AMENDED AND ADOPTED BY KING COUNTY AND THE STATE OF
NASHIN6TON; A.C.I. 51e), A.I.S.C.. 1TH EDITION, AND A.I.T.O. 5RD
EDITION.
1.2 DESIGN CRITERIA
A. LIVE LOADS
ROOF (5NON :25 P5F
FLOOR RES 40 P5F
FLOOR DECKS (00 PSF
B. LATERAL LOADS:
WIND DESIGN CRITERIA:
1. BASIC, NIND SPEED 85 m h
2. NIND IMPORTANCE, I N = 1100 (CATEGORY 11)
5. NINDON EXPOSURE '151
4. INTERNAL PREBURE COEFFICIENT N/A (SIMPLIFIED Y41ND LOAD METHOD - 1601h)
5. COMPONENTS AND cLADDINS
ZONE
POSITIVE
PRESSURE
NEGATIVE
PRESSURE
I
I 1A F5F
-15.3 PSF
2
1 IA F5F
-15.2 FSF
2 (OVERHAN&)
-24.1 F5F
5
1 IA FBF
-15.2 F5F
5 (OVERHANG)
-241 F5F
4
15.0 F5F
- 14.1 P5F
5
1 15.0 F5F
-1-1.4 P5F
TOPOGRAPHIC EFFECT FACTOR K =I.OTZ
SEISMIC DESIGN CRITERIA:
1. SEISMIC IMPORTANCE, 10 = 1.0 SEISMIC USE GROUP 1
2. MAPPED SPECTRAL RESPONSE ACCELARATIONS 5 =1551, S,, = .545,
5. 51TE CLASS: V
4. SITE RESPONSE COEFFICIENTS: 5 ds = 1.051, 5 dI =545
5. SEISMIC DEBIGN CATEGOR"r: D
(o. BASIC, 5EI5MIC,-FORCE-RESTIN6SY5TEM: BEARING KALL SYSTEM
1. DESIGN BA5ESHEAR: 18.5 KF5
8. SEISMIC RE5PON5E COEFFIENT5: Or, =0.14
41. RE5PON5E MODIFICATION FAOTOR: R=65
10. 5IMPLIFIEDSE15MIC, ANALY515 RFOOEDURE
1.3 SOIL DATA
FOR LOOATIONS SEE BOILS REPORT. SOIL BEARING @ CONT. SPREAD
FOOTINGS = :2000 PsF. ALLON 53-1/5% INCREASE FOP, LOADS FROM NIND OR
SEISMIC, ORI&IN. EGUIVALENT FLUID ACTIVE PRE55URE AND PASSIVE
PRESSURE ARE 55 POF AND 500 PCF, RE51PEOTIVELY.
2.0 SITE WORK
2.1 EXCAVATION
EXCAVATE FOR FOOTINC75 DONN TO DEPTH 5HOAN ON PRAININ65 OR TO FIRM
UND157URBED MATERIAL. AREAS OVER-EXcAVATED SHALL BE BACKFILLED
AITH LEAN CONCRETE 0'a = 2000 PSI), OR BE STRUCTURALLY FILLED PER
SECTION 2.2 AND SHALL BE AT THE CONTRACTOR'S EXPENSE.
2.2 BACKFILL AND COMPACTION
BAC,KFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS,
scREEpe,, OTHER YqOOD DEBRIS AND MATERIAL 5UBJECT To ROT OR
CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL I IN AREAS
UNDER SLABS OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE,
PLACED IN b-INCH LIFTS AND COMPACTED TO AT LEAST 15% OF MAXIMUM DRY
DENSITY AS DETERMINED BY AA5HTO COMPAOTION TEST, PROCEDURE T-180.
THE FILL SHOULD BE LIMITED TO CLEAN, GRANULAR MATERIAL.
3.0 CONCRETE 5 SACKS OF CONCRETE PER OUBIC, YARD
3.1 GENERAL
ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REGUIREMENT5 FOR
"ULTIMATE STRENGTH TYPE CONCRETE", PER ACI 501,115PECIFICATIONS FOR
STRUCTURAL CONCRETE FOR BUILDING." PROPORTIONING OF INGREDIENTS FOR
EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE
GIVEN IN ACI 501. PLACE CONCRETE REP, AC,1-504 AND CONFORM TO
Aci-(604(506) ININTE-R CONCRETING AND ACI-605(505) FOP, HOT NEATHER
CONCRETIN6. cONCRETE SHALL BE PLACED TO AVOID SEGREGATION,
HONEYCOMBIN& OR POCKETS. USE INTERIOR MEcHANICAL VIBRATORS INITH
'7000 RPM MINIMUM FREOUENCY. DO NOT OVER -VIBRATE. CONCRETE SHALL
BE POURED MONOLITHICALLY BETAEEN CONSTRUCTION OR CONTROL JOINTS.
PROTEC,T ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND
EXCE551VE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POURING.
PROVIDE ENGINEER AITH FROP05ED OONSTRUCTION OR CONTROL JOINT
LOC,ATION5 FOR H15 APPROVAL, OR USE JOINTS AS 5HONN ON THE DRANIN65.
.ALL TIES AND ANCHOR5 SHALL BE OUT OFF FLUSH V41TH THE SURFACE;
5URFAC,E5 YqHERE EXP05ED SHALL BE SMOOTH AND FREE FROM
IRREGULARITIES.
3.2 STRENGTH
Tk�ENTY-EIGHT DAY COMPRE551VE STREN&TH55HALL BE:
SLABS ON GRADE : 2000 F51; MAX SLUMP 5" (UN5UPERVISED)
FOOTIN& 4 KALL5: 2000 FBI; MAX SLUMP 4" (UNSUPERVISED)
THESE SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF POZZOLITH
IS ADDED TO ALLON HIGHER SLUMP AND GREATER NORKABILITY NITHOUT
OHAN61N& THE INATER CONTENT OF THE ORIGINAL MIX DESIGN.
PROPORTION MIX ACCORDIN& To IRC, 14104.
3.3 MATERIAL: MATERIAL: CEMENT, NATER 4 A&&RE&ATE5 PEP, Acl 501
A. CEMENT MUST CONFORM TO ASTM 150, TYPE I OF, TYPE 11. ENGINEERS
APPROVAL 15 REOUIRED FOR USE OF TYPE III CEMENT.
B. NATER TO BE CLEAN AND POTABLE.
0. COARSE AND FINE A&r_-RE&ATE5 TO CONFORM To A5n-1-055.
3.4 MATERIALS
A. NATER REDUCING ADMIXTURES: MUST CONFORM TO ASTM-C,4q4, POZZOLITH
544N, POZZOLITH IOOXR, OR POZOLITH 122HE. POZZOLITH SHALL BE
INCORPORATED INTO ALL 0ONv;ZETr= IN EXACT ACCORDANCE Y41TH THE
MANUFAC,TURER'S 1145TRUOTIONS, "SYNER61ZED PERFORMANCE SYSTEMS"
CONCRETE USING POZZOLITH ADMIXTURES TO PRODUCE FLOKABLE
CONCRETE MAY BE USED NITH THE ENGINEERS APPROVAL. ADMIXTURES
AND DOSAGES NILL VARY DEPENDING ON CLIMATIC CONDITIONS AND THE
CONTRACTOR'S JO55ITE REGUIREMENT5. MAXIMUM SLUMP FOR
"SYNER61ZED PERFORMANCE SYSTEMS" CONCRETE SHALL NOT EXCEED 61'.
USE IN ACCORDANCE INITH MANUFACTURER'S RECOMMENDATIONS.
B. AIR ENTRAINMENT: CONFORM To A5TM-0260 AN12 A5TM-04f`14, MB-AE-10
BY MASTER BUILDER. ENTRAIN 5% +/- 1% AIR BY VOLUME IN ALL
EXPOSED CONCRETE.
0. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR
APPROVAL 15 C71VEN BY THE ENGINEER.
3.5 REINFORCING STEEL
DETAIL, FABRICATE AND PLACE PER A01-515 AND A01-518. SUPPORT
REINFORCEMENT AITH APPROVED CHAIR5,51FACER5, OR TIES.
A. STEEL REINFORCEMENT SHALL BE NEN, DEFORMED BILLET STEEL,
MEETING ASTM A(515, GRAVE (50 FOR #5 AND LARGER
BARS, EXCEPT AS NOTED; GRADE 40 FOR #4 AND SMALLER BARS. SHOP
DRANIN&S SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO THE
ENGINEER FOR REVIEN PRIOR To FABRICATION. GRADE 60 REBAR5
SHALL NOT BE BENT IN FIELD AFTER PLAC,1146.
a. REINFORCEMENT IN ALL K6,LL5, SLABS, AN12 FOOTINGS SHALL BE
CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, E30TH
VERTICAL AN12 HORIZONTAL.
0. LAPS: ALL TENSION SPLICES ARE ACCORDING TO A01 51e)-6q, CLASS 6
AND ALL COMPRESSION SPLICES ARE 50 DIAMETERS, UNLE55 NOTE12
OTHERNISE.
D. TRIM REINFORCING: AROUND ALL OPENINGS SHALL BE A MINIMUM 145
TOP AN12 BOTTOM, EXTENDING 2'-&" BEYOND OPENING AT EACH CORNER.
SEE TYPICAL DETAILS.
E. NELVIN6: TACK AELDIN6, OF REBAR 15 NOT FERMI I I ED UNLESS CALLED
F. MINIMUM REINFORCING: INHERE REINFORCEMENT 15 NOT SHONN ON
<
z A
pv�� S
7 ZV Za
DRMIN65, THE "BUILDINC, CODE REQUIREMENTS FOR REINFORCED
CONCRETE" (ACI 515-acl) SHALL BE REFERRED TO FOR PROPER
REINFORCEMENT.
6, REBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS
FOLLON5:
5" CONCRETE DEP051TED AGAINST EARTH
211 CONCRETE DEPOSITED AGAINST FORMS BUT EXPOSED To EARTH
1-1/2" TO TIES IN COLUMNS, AND TIED REBAR IN KALLS EXISTINGj
1-1/211 FOR BARB IN SLA55 ON GROUND 6" SANITARY
3/411 INTERIOR FACE OF KALLS LINE
H. NELDED INIRE FABRIC: ASTM-Ale)5 AND ASTM-A52
X 8ff3i)
J. MINIMUM15TEEL REGUIREMENTS FOR CONCRETE NALL USING #4 REBAR EXISTIN
z \ -
VERTICAL HORIZONTAL (01, STO M
HEIGHT LINE
01-61 11162
161 O.c -�00.05
(014 161, O.C1. 101, O.C.
0
3.6 FOUNDATION ANCHOR BOLTS
5/8" STEEL BOLTS, NITHT' MIN. EMBEDMENT INTO CONCRETE. PROVIDE A MIN.
OF (2) BOLTS PER BILL PLATE. ANCHOR BOLTS SHALL BE PLACED AT 12" O.C.
FOR ONE STORY, 45'0.0. FOR TNO STORY RE51DENCES AND REFER TO
LATERAL ENGINEERING FOR THREE STORY RESIDENCES. ADDITIONALLY, ONE
BOLT MUST BE NO LESS THAN T' FROM EACH END OF EACH INDIVIDUAL BILL PLATE.
ANCHOR BOLT NASHERS MUST BE A MINUMUM OF 5"x5" (SGUARE) x 5116" (THICKNESS)
4.0 CARPENTRY
4v -
4.1- ROUGH CARPENTRY
ALL 2x FRAMING LUMBER SHALL BE STUD GRADE VOUS-FIR FOR STUDS AND
STANDARD OR,BETTER FOR PLATES OR A55HOAN ON THE DRANINC75 OR BELON.
If I= le-r-0 =,&,-u
PILL ad I= NIL-ri LoOMI=V tNVI LIM Z�VMFMO" WfN L.,
PIECE OF LUMBER SHALL BEAR THE STAMP OF THE NEST COAST LUMBER
INSPECTION BUREAU 5HOAINC7 &RAVE MARK OR APPROVED EGUAL. OTHER
MATERIALS A5 SHONN BELOA
2x 4 5x STUDS - STUD GRADE DOUS-FIR
2x JOISTS - #1 DOU6-FIR
4 x 4 4 4 x (9 COLUMNS - #1 DOUGLAS FIR
bx HEADERS - #1 DOUGLAS FIR
4x HEADERS - #2 DOUGLAS FIR
ALL EXP05ED MATERIALS OR MATERIAL IN CONTACT AITH CONCRETE
SHALL BE PRESSURE TREATED.
4.3 CARPENTRY HARDWARE
A. BOLTS SHALL BE ASTM A-501.
B. NASHER5 SHALL BE MALLEABLE IRON AA5HER5(MIN).
cl. NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANUFACTURER ONLY.
D. LAG 50RENS, SHEAR PLATES - SEE NATIONAL DESIGN 5PEOIFICATION.
E. ANCHORS AND CONNECTORS, SHALL BE SIMPSON, TECO, BONMAN OR OTHER
ICE30 APPROVED.
F. PROTECTION HARDAARE EXP05ED To AEATHER OR TO VIEN OR IN
UNHEATED PORTION OF BUILDING SHALL BE GALVANIZED.
4.4 MINIMUM NAILING - PER 2012 IRC
4.5 GLUE -LAMINATED TIMBER
ALL 5TRUCTURAL(5LUE-LAMINATED TIMBER, MATERIALS, MANUFACTUREAND
OUALITY CONTROL5HALL BE INCONFORMANCE NITHVOLUNTARY PRODUCT
STANDARD REIS& "STRUCTURAL GLUED LAMINATED TIMBER", AND ALL
MEMBER55HALL BEMARKED YqITHAOUALITY MARKTHEREOF. ALLFLIE5
5HALLBE DOUGLAS FIR COAST REGION. CAMBERS AREASSHONN ONTHE
DRANIN65. ALL MEMBERS SHALL BE EITHER COMBINATION24F-\/4(51MFLE
SPAN)OR 24F-Va(CANTILEVERED OROONTINUOU55FAN) ASAFPLIrAeLE.
ALL MEMBERS SHALL BE INDUSTRIAL AFFEARANcE AND SHALL BE GLUED INITH
INATERPROOF ADHESIVE PER F.5. 5(b. ARCHES SHALL BE C.OMBINATION
24F-V8 AND HAVE EXTERIOR GLUE, ARCHITEcTURAL 6RADE.
5.0 MISCELLANEOUS
VERIFY ALL DIMENVONS, AND CONDITION5 PRIOR To PROCEEDING. PROVIDE
ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS
ARE INSTALLED. REFER To ARCHITEOTURAL PLANS FOR NALL OPENING,
ARCHITEC,TURAL TREATMENT AND DIMENSIONS NOT 5HONN. REFER TO
MECHANICAL AND ELECTRICAL PLANS FOR 51ZE AND LOCATION OF ALL
OPENINGS FOR vUcT5, PIPES, CONDUIT5, ETC,., NOT SHONN.
6.0 TABLE OF AREAS
LIVING AREA 2561 5GUARE FEET EX15ITNC7
LIVING AREA 1410 SOUARE FEET FROF05ED
LIVING AREA 5-111 5OUARE FEET TOTAL
GARAGE -116 5GUARE FEET EX15ITN6
PORCH 24 SGUARE FEET EXISITNIS
PECK 260 5GUARE FEET PROF05ED
I
GLAZING AREA 515 5OUARE FEET
GLAZING AS A PERCENTAGE OF FLOOR AREA = 15.86%
2012 NASHIN6TON5TATE ENERGY CODE NINDOY45 .50 IUI VALUE
OPTION No. 5 DOORS .20 'U'VALUE
MEDIUM GAS FURNACE
0
NOTE:
TEMPORARY EROSION CONTROL MEASURES
0
TO BE INSTALLED AS REQUIRED.
117
x A&ET
39VN wuaaNV IOULN09 N0180113 N&I
161st PLACE S.W. N8100654"E 319ISNOMH SI U01OVHIN00183NMO tu
1029
1643cl' /x 10 01 -0 x 023.48 x 10 1 92
1031
X 8A25 X
EXISITN6, 4" PVC
OLEAN OUT 5 FT. DEEP 0
01 0 4
N510065A"r- 411.0 3
Iq
10
65 /EEBC wv
01. 79
X�Fal�39
65
5420 1�
9.74 �4e
14 - *,,) 12"
E, 2�
L
24"
4 '__1
554 50. FT. 4 102&0
10
10
I�M 7A
Nc
ts�
crp�pl
�\l 0ONNI
(011 ST(
LINE
SITE PLA11,
SCALE: P = 10'-0"
JOHN and KAREN HERRICK
6504 161st STREET S.Vi.
EDMONDS, kNASHIN&TON 15026
(425) '745-5421
LEGAL DESCRIPTION
LOT 2, MEADOADALE RIDGE, rIT`r OF
EDMONDS, AA5HIN&TON
51TUATE IN THE COUNTY OF SNOHOMISH,
STATE OF AA5HIGNTON.
HEIGHT CALCULATION
POINT - A
452.50
POINT - 5
455.11
POINT - 0
455.15
POINT - D
452.60
TOTAL 1155.66
1155.66DIV'IDED B-r 4 = 455.115'MAX.
A\/ERAf57r= 6RADE 455AI5' + 25'-0" =
45e)AI5' MAXIMUM ALLOYiABLE HF-16HT
455.8556 AOTUAL RIDGE ELEVATION
NORTH
UU41 %20
I's'N 40
, N
ik! - 12
I
RM 0 KAMM
TAX ACCOUNT NUMBER IMPERVIOIUS COVERAGE
00,76,51600000200
LOT AREA
10,11cl
5GUARE FEET
EXISTING, RF_5IDr-NCr=
255-7
5OUARE FEET
PROP05ED ADDITION
1614
5GUARE FEET
LOT COVERAGE
EXISTING, DRI\/EV4A`r
12c[4
SOUARE FEET
RESIDENCE 22e-15
SQUARE FEET
TOTAL
54(55
5GUARE FEET
PORCH 24
5GUARE FEET
W\/r=RED PECK 115
SGUARE FEET
DE Of< 144
SOUARE FEET
GARAG,E 5a4
501JARE FEET
TOTAL 5460 5GUARE FEET
LOT AREA 10,111 5GUARE FEET
LOT CO\/FRAGF_ AS A PERCENTAiGE
CF LOT AREA = 34.4256
Zone Corner/Flag,
afte-ki
Front
Sides
jQ IL).9 lit
Rear
Other
Ifeigh
ral."91161ji 4 111111-Y11 w1lki I I, I
0
0
Is 6
lite / 14
SITE CLASSIFICATION WORKSHEET
:3
M -0
CL��
0
LINE
TY`PE
AREA (SGUARE FEET)
I
NON-RE&ULATED
0
EXEMPT
RECWLATED
REFLAOED
0
0
5
NEY4 (POST IcITI)
__> __> -->
+
5465
4
TOTAL REGULATED IMPERVIOUS AREA
MM&ATION RECUIRED IF IN EXCE55 Or- 2,000 SF
5465
5
TOTAL AREA MITI(SATED BY EXISTIN6
STORMNATER MANA6EMENT SYSTEM(S)
41'71
(0
RE&ULATED ARE NOT "rET MIT16ATED
12c[4
'7
AREA PROPOSED TO BE MITIC7ATED BY
LON IMPACT DEVELOPMENT TECHNIOUES
0
AREA PROPOSED TO BE MIT16ATED THROU(SH
CONVENTIONAL SM TECHNICUES,
5465
__j
* EXISTING, SYSTEM = DE51ISNED FOR 265-7 50. FT. *
TOTAL IMFER\/IOU5 5URFACF-5 TO EXISTING, SYSTEM = 2541 50. F.T
TOTAL IMPER\/IOU5 SURFACES, TO PROP05ED SY`5TEM = 2ciI5 50. FT.
r= C rl
L"ES
BLY11GINEERING NOV 19 2013
BUILDING DETAR_,-,,A.,E
4:m CITY OF EDMIONID
Date:. /1-6 /1
REVISIONS
No. Date Item
CITY CYCLE
2L
10.09.13 CORRECTIO
A:2
CITY CYCLE
10.15.13 CORRECTIC
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n to III
SITE PLAN
GLNERALNOTES
PROJECT NO. : .
DESIGN RJM
DRAWN RJM
ISSUE DATE :07.05.13