1228 CORONADO PL S.PDF11111111111111
10673
1228 CORONADO
PL S
TAX ACCOUNT/PARCEL NUMBER: 0 [)02-01 O 0 (�
BUILDING PERMIT (NEW STRUCTURE): I g 6b g W ,SpKj
COVENANTS (RECORDED) FOR:
CRITICAL AREAS
DISCRETIONARY PERMIT #'S:
DRAINAGE PLAN DA
PARKING AGREEMENTS DA'
EASEMENT(S) RECORDED FOR:
DETERMINATION: ❑ Conditional Waiver ❑ Study Required ❑ Waiver
PERMITS (OTHER): Zb�q (N � 0 e-00q
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED:
SEWER LID FEE $:
SHORT PLAT
SIDE SEWER AS BUILT DATED: +l g l�
SIDE SEWER PERMIT(S)
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #:
WATER METER TAP CARD DATED:
OTHER OW �� "Z�i 1 l
LID #:
LOT: lO BLOCK:
L:\TEMP\DSTs\Forms\Street File Checklist.doc
APPLICATION
for
The City of Edmonds SIDE SEWER PERMIT
EASEMENT No. ..........................................
NEW CONSTRUCTION ❑ REPAIRS ❑
401-01400
OWNER........... Curt.7.s...W.-..Wed-IS----------------------------------------------------------- CONTRACTOR.........--•--------------•---•-•-•---.......--•---.........----....--............................ PERMIT No.......................
ADDRESS ....... I228-.COrOnddO--P.dCe.. LEGAL DESCRIPTION: LOT No.....BLOCK No.......
NAMEOF ADDITION................•---•-----------•-----•-•--..--......---......---••------................................................................
ab
Dye Tested On Sewer 1972
Approved:
DATE................................................ BY......................................................................
1A: ' • - 4 � lit �
it
R
�y
CATION ' BUILDING - PERMIT (� . Appl. No.
GITIf OEDMONDS Building Department Permit limit one year l ,i. L
ATIORI . hereby made for a permit to construct the following work, in accordance with the., amour•
.ris.,
4vts an'd,speafxations.•Two �"are•submitted�hcrewith for approval.'
altei s Off -St.
........_.._.............._.._......_... Parking d1-GL .. kin _.._
,
Work addn- ,.repair ............. _... l
Corist _.._....... Use zone..... f �•-` = __ Fire zone......... __.. y �,
Occupancy ..: .::.:..................... type....._...
y' y� dd
1
s ae c' Lotffronta e. .....-..-. --- — —
Septic tank.-_.._.._-._..._._.._-._.._.._.,
41
:.,-•:,,�". ,c- ... ............ /Area...--..-----.._.._.._' :
� g Jr �
yte
.......
'-S e ... _......
r t r t s F ............. 1. stde........__ _ ...._ rear
1 F5 r,ra i t ti `>,r Bldg acthavca front.._ .................._... r. stde............
, ew nddresi..� Loer �"-� -�.............-_......_...... ... r
Builder ✓�` X �._._.._...-.. - .-. Addrtss.----•----------- ----._.._.._... Tel
Tel No ---.........—
{ _...._... Address...._._.--..-_----•-- _.. n ..
{ si Plana by ................_....................... _..._..
�.
Remarks....... _...... _........... .......... ....................... __
{ {
The:above is a correct statement, and I agree to comply with all applicable Codes and State laws regulating thix..
work..
. 1 IL Sf.
Signed Owner/Agent---.' � c c y, .�-�... -itS < : c-•-•--- Address' =G -.r-. -�.
ti °e
; subject to the above condition., and to mmp'dance with the ap•
PEdtNi1T for the above work is hereby approved
proved plans and specifications, and Building Department notations
tions thereat
• 4 .�
Permit fee..._ :. ........_ Recd. by..-/l �....... 1.....� y
Valuation......... /,.................................. ":.
l
Dare-.._......_.......... ••
Building Department B �,..
y.............................
Ni
INSPECTION RECORD *:
Fdn, OK Frame, OK Final. OR
Thu Permit does not cover Plumbing, Sewn or Electrical installatio+u.41
wu
PLANNING DATA
SINGLE FAMILY PESIDENTIAL .
Name:- �.�►e��`1 S
Date:
Site Address: 122.v C,� s o to
Tax Parcel DOS o Z2oo.� i o
Project Description: ��' �'�-- `-�a`��` ��'-4-' �"-- +�'�'
5 G o ti d I v-
Plan Check #:
01 j- c, -7 Z 3
Reduced Site Plan Provided: (YES /(1g!j>
Zoning:
Map Page: '
Corner Lot: (YES P95�
Flag Lot: (YES
Critical Areas Determination #:6eA 2ott; oor—
❑ :Study Required.:
® Waiver
SEPA Determination:
Exempt
❑ Needed (for over 500 cubic .yards of grading)
❑ Fee ❑ Checklist ❑ APO List with notarized form
a Required Setbacks
Street: Z�
Side:_ Z.'/Z
Side: �/2 S
I
Rear: 15 �'
Actual Setbacks
Street:
Side:
Side:
Rear:
❑ Detached Structures:
❑ Rockeries:
❑ Fences/Trellises: .
❑ Bay Windows/Projecting Modulation:
❑ Stairs/Deck:
Buildin Hei ht
Datum Point: (�f
h � Lc7J.C�
Datum Elevation: ((]� , Oxf�
Maximum'Height Allowed: lC( �J i
Actual Height:
Other
Parking Required:
Parking Provided: Z 4-
Lot Area: 9, S-8 3 (
T -I
Maximum Lot Coverage: 35% Proposed:
•
Lot Coverage Calculations: 7 2 320
ADU Created: (YES tf03
Subdivision:
Legal Nonconforming Land Use Determination Issued: (YES /
Comments
JeJ ..
Plan Review By:
Planning Data Form 07-1409
CITY OF EDMONDS
PUBLIC WORKS DEPARTMENT
RIGHT - OF - WAY CONSTRUCTION PERMIT
M r ,
A. *Address or vicinity of Construction
1228 Coronado PLace Plat# 164-66.
• Owner: &]igs1hington mot —al Gras rn,
Name
905 156 A17 NE
Mailing Address
11P.11efxtsln Washington 98007
City, State, Zip Code
• Contractor: Same As Above
Name
mit No.
Issue Date
• Permit Issued To:
• Type of Work to be Done: Locate and Repair
Leak at the following:
• Work in Connection With: .
0 Sub or Plat �L Single Family
❑ Comml. / Ind. ❑ Apt. Condo.
• Pavement Cut: ❑ Yes ❑ No
Mailing Address State License Number
VCity, State, Zip Code Telephone Number
a
a * NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE
B. APPLICANT TO READ AND SIGN
to INDEMITY: Applicant understands and by his signature to this application, agrees to hold the City of Edmonds harmless
from any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made
against the City of Edmonds, or any of it's departments or employees, including or not limited to the defense of any legal
proceedings including defense, costs, court costs, and attorney fees by reason of granting this permit.
O
U Upon issuance of ,this permit, the contractor is responsible for workmanship. and materials for a
�w P P P p. period of one year
following the final inspection and acceptance of the restoration by the Engineering Division.
O
Funds held from the Security Deposit (estimated restoration fee) will be held until the final street patch is completed, at
which time a debit or credit will be processed for issuance to the applicant.
Work is to be inspected. Restoration to be in accordance with City Code. Traffic Control to be in accordance with Traffic
Section of City Code. Street to be kept clean at all times. A 24 - hour notice is required for inspection by Engineering. Call
775-2525, extension 220.
I understand that this i must be av�ailat�le�fat to ob site for inspection purposes at all times.
Signatur : fJ�I%%% ate Aug 17, 1979
Owner or gent - _ .•
THIS PERMIT. MUST BE POSTED AT THE JOB SIT FOR INSPECTION PURPOSES
CALL DIAL - DIG PRIOR TO BEGINNING WORK
C. Issued By:
Time Authonz d: Void after days
Special Conditions:
Ammendments:
Permit Fee:
Security Deposit: ppn
Receipt No.:(Ell
Fund III Fee:
Street Cut Dimensions
X=
* NO WORK TO BEGIN PRIOR TO PERMIT ISSUANCE yt
Eng. Div. December 1978
FIELD INSPECTION
S
(Fund. 111 -
e copy to Street Dept.
Comments:
Diagram:
Contractor called for inspection`: Yes n]o
Work Disapproved By: Pate: Bv: Date:
work Avoroved Bv:�S Date: / a,/
Inspector:
Fna. Div. December 1978
1.0 GENERAL
THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY
DISCREPANCY FOUND AMONG THE DRAWINGS, SPECIFICATIONS, THESE NOTES,
AND THE SITE CONDITIONS SHALL BE REPORTED TO THE OWNER, WHO
SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK 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 DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR
FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING AND
SHORING DURING CONSTRUCTION. VERIFY HEIGHT CALCULATION IN FIELD.
1.1 CODES
ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE
REQUIREMENTS OF THE CITY OF EDMONDS. 2012 INTERNATIONAL BUILDING CODE
(IRC), AS AMENDED AND ADOPTED BY THE CITY OF EDMONDS AND THE STATE OF
WASHINGTONt A.C.I. 318, A.I.S.C. 9TH EDITION, AND A.I.T.C. 3RD
EDITION.
1.2 DESIGN CRITERIA
A. LIVE LOADS
ROOF 25 PSF
FLOOR RES 40 PSF
FLOOR DECKS 40 PSF
B. LATERAL LOADS:
WIND DESIGN CRITERIA:
1. BASIC WIND SPEED 110 mpph (ULTIMATE)
2. WIND IMPORTANCE, I W = 1.00 (CATEGORY 11)
3. WINDOW EXPOSURE 'B'
4. INTERNAL PRESURE COEFFICIENT N/A (SIMPLIFIED WIND LOAD METHOD - 1609.6)
5. COMPONENTS AND CLADDING
ZONE
POSITIVE
PRESSURE
NEGATIVE
PRESSURE
1
11.9 PSF
-133 PSF
2
11.9 PSF
-152 PSF
2 (OVERHANG)
-24.1 PSF
3
11.9 PSF
-152 PSF
3 (OVERHANG)
-24.1 PSF
4
13.0 PSF
-14.1 PSF
5
13.0 PSF
-11.4 PSF
TOPOGRAPHIC EFFECT FACTOR K =1.0 zz
SEISMIC DESIGN CRITERIA:
1. SEISMIC IMPORTANCE, Is = 1.0 SEISMIC USE GROUP 1
2. MAPPED SPECTRAL RESPONSE ACCELARATIONS S, =0.495, Se = 1264
3. SITE CLASS : D
4. SITE RESPONSE COEFFICIENTS: S ds = 0843, S dl =.491
5. SEISMIC DESIGN CATEGORY: D
(0. BASIC SEISMIC -FORCE -RESTING SYSTEM: BEARING WALL SYSTEM
1. DESIGN BASE SHEAR: 188 KPS
8. SEISMIC RESPONSE COEFFIENTS: Cs =0.14
9. RESPONSE MODIFICATION FACTOR: R=6.5
10. SIMPLIFIED SEISMIC ANALYSIS PROCEDURE
1.3 SOIL DATA
FOR LOCATIONS SEE SOILS REPORT. SOIL BEARING 9 CONT. SPREAD
FOOTINGS = 2000 PSF. ALLOW 33-1/39- INCREASE FOR LOADS FROM WIND OR
SEISMIC ORIGIN. EQUIVALENT FLUID ACTIVE PRESSURE AND PASSIVE
PRESSURE ARE 35 PCF AND 300 PCF, RESPECTIVELY.
2.0 SITE WORK
2.1 EXCAVATION
EXCAVATE FOR FOOTINGS DOWN TO DEPTH SHOWN ON DRAWINGS OR TO FIRM
UNDISTURBED MATERIAL. AREAS OVER -EXCAVATED SHALL BE BACKFILLED
WITH LEAN CONCRETE (Vc = 2000 PSI), OR BE STRUCTURALLY FILLED PER
SECTION 22 AND SHALL BE AT THE CONTRACTOR'S EXPENSE.
2.2 BACKFILL AND COMPACTION
BACKFILL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL OF ALL FORMS,
SCREEDS, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT OR
CORROSION. USE ONLY MATERIALS APPROVED FOR BACKFILL . IN AREAS
UNDER SLABS OR FOOTINGS, MATERIAL SHOULD BE GRANULAR IN NATURE,
PLACED IN 6-INCH LIFTS AND COMPACTED TO AT LEAST 95% OF MAXIMUM DRY
DENSITY AS DETERMINED BY AASHTO 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 301, "SPECIFICATIONS FOR
STRUCTURAL CONCRETE FOR BUILDING." PROPORTIONING OF INGREDIENTS FOR
EACH CONCRETE MIX SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE
GIVEN IN ACI 301. PLACE CONCRETE PER ACI-304 AND CONFORM TO
ACI-604(306) WINTER CONCRETING AND ACI-605(305) FOR HOT WEATHER
CONCRETING. CONCRETE SHALL BE PLACED TO AVOID SEGREGATION,
HONEYCOMBING OR POCKETS. USE INTERIOR MECHANICAL VIBRATORS WITH
1000 RPM MINIMUM FREQUENCY. DO NOT OVER -VIBRATE. CONCRETE SHALL
BE POURED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS.
PROTECT ALL FRESHLY PLACED CONCRETE FROM PREMATURE DRYING AND
EXCESSIVE HOT OR COLD TEMPERATURES FOR SEVEN DAYS AFTER POURING.
PROVIDE ENGINEER WITH PROPOSED CONSTRUCTION OR CONTROL JOINT
LOCATIONS FOR HIS APPROVAL, OR USE JOINTS AS SHOWN ON THE DRAWINGS,
ALL TIES AND ANCHORS SHALL BE CUT OFF FLUSH WITH THE SURFACEt
SURFACES WHERE EXPOSED SHALL BE SMOOTH AND FREE FROM
IRREGULARITIES.
3.2 STRENGTH
TWENTY-EIGHT DAY COMPRESSIVE STRENGTHS SHALL BE:
SLABS ON GRADE: 2000 FBI MAX SLUMP 3" (UNSUPERVISED)
FOOTING 4 WALLS: 2000 PSIt MAX SLUMP 4" (UNSUPERVISED)
THESE SLUMPS MAY BE INCREASED IF A PROPER ADDITION OF POZZOLITH
IS ADDED TO ALLOW HIGHER SLUMP AND GREATER WORKABILITY WITHOUT
CHANGING THE WATER CONTENT OF THE ORIGINAL MIX DESIGN.
PROPORTION MIX ACCORDING TO IRC n04.
3.3 MATERIAL: MATERIAL: CEMENT, WATER 4 AGGREGATES PER ACI 301
A. CEMENT MUST CONFORM TO ASTM 150, TYPE I OR TYPE 11. ENGINEER'S
APPROVAL IS REQUIRED FOR USE OF TYPE III CEMENT.
B. WATER TO BE CLEAN AND POTABLE.
C. COARSE AND FINE AGGREGATES TO CONFORM TO ASTM-C33.
3.4 MATERIALS
A. WATER REDUCING ADMIXTURES: MUST CONFORM TO ASTM-C494, POZZOLITH
344N, POZZOLITH 10OXR, OR POZOLITH 122HE. POZZOLITH SHALL BE
INCORPORATED INTO ALL CONCRETE IN EXACT ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS "SYNERGIZED PERFORMANCE SYSTEMS('
CONCRETE USING POZZOLITH ADMIXTURES TO PRODUCE FLOWABLE
CONCRETE MAY BE USED WITH THE ENGINEER'S APPROVAL. ADMIXTURES
AND DOSAGES WILL VARY DEPENDING ON CLIMATIC CONDITIONS AND THE
CONTRACTOR'S J0561TE REQUIREMENTS. MAXIMUM SLUMP FOR
"SYNERGIZED PERFORMANCE SYSTEMS" CONCRETE SHALL NOT EXCEED 8".
USE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
B. AIR ENTRAINMENT: CONFORM TO ASTM-C260 AND ASTM-C494, M15-AE-10
BY MASTER BUILDER ENTRAIN 550 +/- 1% AIR BY VOLUME IN ALL
EXPOSED CONCRETE.
C. OTHER ADMIXTURE: NO OTHER ADMIXTURES PERMITTED UNLESS PRIOR
APPROVAL IS GIVEN BY THE ENGINEER
3.5 REINFORCING STEEL
DETAIL, FABRICATE AND PLACE PER ACI-315 AND ACI-318. SUPPORT
REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES.
A. STEEL REINFORCEMENT SHALL BE NEW, DEFORMED BILLET STEEL,
MEETING ASTM A615, GRADE 60 FOR 05 AND LARGER
BARS, EXCEPT AS NOTEDt GRADE 40 FOR 04 AND SMALLER BARS. SHOP
DRAWINGS SHALL BE MARKED ACCORDINGLY AND SUBMITTED TO THE
ENGINEER FOR REVIEW PRIOR TO FABRICATION. GRADE 60 REBARS
SHALL NOT BE BENT IN FIELD AFTER PLACING.
B. REINFORCEMENT IN ALL WALLS, SLABS, AND FOOTINGS SHALL BE
CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED, BOTH
VERTICAL AND HORIZONTAL.
C. LAPS: ALL TENSION SPLICES ARE ACCORDING TO ACI 318-89, CLASS B
AND ALL COMPRESSION SPLICES ARE 30 DIAMETERS, UNLESS NOTED
OTHERWISE.
D. TRIM REINFORCING: AROUND ALL OPENINGS SHALL BE A MINIMUM 1-05
TOP AND BOTTOM, EXTENDING V-6" BEYOND OPENING AT EACH CORNER
SEE TYPICAL DETAILS.
E. WELDING: TACK WELDING OF REBAR IS NOT PERMITTED UNLESS CALLED
F. MINIMUM REINFORCING: WHERE REINFORCEMENT IS NOT SHOWN ON
DRAWINGS, THE "BUILDING CODE REQUIREMENTS FOR REINFORCED
CONCRETE" (ACI 318-89) SHALL BE REFERRED TO FOR PROPER
REINFORCEMENT.
G. REBAR COVER: PROVIDE CONCRETE PROTECTION FOR REINFORCEMENT AS
FOLLOWS:
3" CONCRETE DEPOSITED AGAINST EARTH
2" CONCRETE DEPOSITED AGAINST FORMS BUT EXPOSED TO EARTH
1-1/2" TO TIES IN COLUMNS, AND TIED REBAR IN WALLS
1-1/2" FOR BARS IN SLABS ON GROUND
3/4" INTERIOR FACE OF WALLS
H. WELDED WIRE FABRIC: ASTM-A185 AND ASTM-A62
J. MINIMUM STEEL REQUIREMENTS FOR CONCRETE WALL USING 04 REBAR
HEIGHT VERTICAL HORIZONTAL
0'-6' 18" O.C. IS" O.C.
6'-9' 16" O.G. 101, O.C.
3.6 FOUNDATION ANCHOR BOLTS
5/5" STEEL BOLTS, WITH 1" MIN. EMBEDMENT INTO CONCRETE. PROVIDE A MIN.
OF (2) BOLTS PER SILL PLATE. ANCHOR BOLTS SHALL BE PLACED AT 12" O.C.
FOR ONE STORY, 46" O.G. FOR TWO STORY RESIDENCES AND REFER TO
LATERAL ENGINEERING FOR THREE STORY RESIDENCES. ADDITIONALLY, ONE
BOLT MUST BE NO LESS THAN 1" FROM EACH END OF EACH INDIVIDUAL SILL PLATE.
ANCHOR BOLT WASHERS MUST BE A MINUMUM OF 3"x3" (SQUARE) x 3/16" (THICKNESS)
4.0 CARPENTRY
4.1 ROUGH CARPENTRY
ALL 2x FRAMING LUMBER SHALL BE STUD GRADE DOUG-FIR FOR STUDS AND
STANDARD OR BETTER FOR PLATES OR AS SHOWN ON THE DRAWINGS OR BELOW.
ALL 2" LUMBER SHALL BE KILN DRIED lKD) OR SURFACE DRIED (SD). EACH
PIECE OF LUMBER SHALL BEAR THE STAMP OF THE WEST COAST LUMBER
INSPECTION BUREAU SHOWING GRADE MARK OR APPROVED EQUAL. OTHER
MATERIALS AS SHOWN BELOW
2x 4 3x STUDS - STUD GRADE DOUG-FIR
2x JOISTS - M DOUG-FIR
4 x 4 4 4 x 6 COLUMNS - 01 DOUGLAS FIR
6x HEADERS - Ml DOUGLAS FIR
4x HEADERS - 02 DOUGLAS FIR
ALL EXPOSED MATERIALS OR MATERIAL IN CONTACT WITH CONCRETE
SHALL BE PRESSURE TREATED.
4.3 CARPENTRY HARDWARE
A. BOLTS SHALL BE ASTM A-301.
B. WASHERS SHALL BE MALLEABLE IRON WASHERS(MIN).
C. NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANUFACTURER ONLY.
D. LAG SCREWS, SHEAR PLATES - SEE NATIONAL DESIGN SPECIFICATION.
E. ANCHORS AND CONNECTORS SHALL BE SIMPSON, TECO, BOWMAN OR OTHER
IC50 APPROVED.
F. PROTECTION HARDWARE EXPOSED TO WEATHER OR TO VIEW OR IN
UNHEATED PORTION OF BUILDING SHALL BE GALVANIZED.
4.4 MINIMUM NAILING - PER 2012 IRC
4.5 GLUE -LAMINATED TIMBER
ALL STRUCTURAL GLUE -LAMINATED TIMBER, MATERIALS, MANUFACTURE AND
QUALITY CONTROL SHALL BE IN CONFORMANCE WITH VOLUNTARY PRODUCT
STANDARD P.656 "STRUCTURAL GLUED LAMINATED TIMBER", AND ALL
MEMBERS SHALL BE MARKED WITH A QUALITY MARK THEREOF. ALL PLIES
SHALL BE DOUGLAS FIR COAST REGION. CAMBERS ARE AS SHOWN ON THE
DRAWINGS. ALL MEMBERS SHALL BE EITHER COMBINATION 24F-V4 (SIMPLE
SPAN) OR 24F-V8 (CANTILEVERED OR CONTINUOUS SPAN) AS APPLICABLE.
ALL MEMBERS SHALL BE INDUSTRIAL APPEARANCE AND SHALL BE GLUED WITH
WATERPROOF ADHESIVE PER P.S. 56. ARCHES SHALL BE COMBINATION
24F-VS AND HAVE EXTERIOR GLUE, ARCHITECTURAL GRADE.
5.0 MISCELLANEOUS
VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO PROCEEDING. PROVIDE
ERECTION BRACING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFNESS
ARE INSTALLED. REFER TO ARCHITECTURAL PLANS FOR WALL OPENING,
ARCHITECTURAL TREATMENT AND DIMENSIONS NOT SHOWN. REFER TO
MECHANICAL AND ELECTRICAL PLANS FOR SIZE AND LOCATION OF ALL
OPENINGS FOR DUCTS, PIPES, CONDUITS, ETC., NOT SHOWN,
6.0 TABLE OF AREAS
LIVING AREA 2,566 SQUARE FEET EXISTING
LIVING AREA 923 SQUARE FEET PROPOSED
LIVING AREA 3,489 SQUARE FEET TOTAL
GARAGE 459 SQUARE FEET EXISTING
PORCH 18 SQUARE FEET PROPOSED
DECK 240 SQUARE FEET PROPOSED
2012 WASHINGTON STATE ENERGY CODE WINDOWS 30 V VALUE
CREDIT: 5b DOORS 20 'U' VALUE
EXISTING MEDIUM GAS FURNACE
I
REAR YARD
-------------
A: sla.03, Jl
\ \\� -
Addition
Prop, Adclition
Above
I
I
I
L -� -
W I=
Q�
Impervious Coverage Calc,
RE 3,4'15 SOFT.
I P ST n-11 COVERAGE 198 SQFT.
�c.uniini uutu r-r�ncc,_udtrwr.i� �
PERCENTAGE
,583 SQFT.
0363
Lot Coverage Calc,
TOTAL BUILDINGS FOOTPRINT 2,320 SOFT.
LOT AREA 9,583 SOFT.
PERCENTAGE 0242
Legal Description
TWIN VIEW ESTATE, DIVISION 2, SLOCK 002, D-00, LOT 10, BLOCK B
Site
SCALE: P =10' -0"
Plan
Height Calculation,
I>11_ ecnnl
I V 1 P &-: .0 IV.J 1 /-r w i-r.;w-1
S4.59' AVERAGE ELEVATION
+25.0' HEIGHT RESTRICTION
119.59' MAXIMUM RIDGE
BENCHMARK. MH: 10090'
Zoning, RS-8
OWNER/CONTRACTOR IS RESPONSIBLE
FOR EROSION CONTROL AND DAMAGE
Applicant shall-ept�ir/replace all damage to
'. UtllltlE7s or -Irc; i r: rIG ;rn rovements in Cit
y
ty
rlglit-of- iiy ply C Iy A andards that is caused
j .,ar during We permitted project.
JWNER/CONTRACTOR RESPONSIBLE
FOR LOCATING ALL ON -SITE UTILITIES.
RELOCATIONIREVISION TO ANY UTILITIES
MAY REQUIRE SEPARATE PERMIT.
BENCH MARK:
MH/ 100.00'
v 6aa' r r.�i� i r •; � 1.`�l rF
APPROVED 8" r3E-ANN I L
�-- 5_ - -
Zone,,,�� S
"- � Corner Flag
Setbacks
ate u� fired.
Actual
Front
Sides
Rear
Other
H�t
2 S
RESUB
AUG 13 2015
BU®NSNT01TY F DEPARTMENT
cc
n/ N
0
W
W V_
�zLd
W
W w
� z
LO
♦ �.
V
w
w
Ln
°'
00
J
za<
Uj _
I�L0
z L0
0 O
®
m
V=)
GENERAL NOTES,
SITE PLAN
PROJECT NO.
DESIGN
: DGW
DRAWN
:DGW
ISSUE DATE
: 06/08/15
LATEST REV.
: 08/05/15