21822 82ND PL W.PDF11 lill iiiiii
7678
21822 82ND PL W
0 - 0
ADDRESS: :-,?.- I <;2) a a B D- V-1 6 —p L- w
TAX ACCOUNTIPARCEL NUMBER:
BUILDING PERMIT (NEW STRUCTURE):
COVENANTS (RECORDED)
CRITICAL AREAS:
DISCRETIONARY PER -MIT #
DRAINAGE PLAN DATED:
PARKING AGREEMENTS DATED:
EASEMENT(S) RECORDED FOR:
PERMITS (OTHER):
DETERMINATION: 0 Conditional Waiver E] Study Required F] Waiver
PLANNING DATA CHECKLIST DATED:
SCALED PLOT PLAN DATED: I J-q I ot
SEVvrER. LID FEE $:
LID #: 19 g-
SHORT PLAT FILE: 9 i I I PFC[d 41'b tQ — LOT:— BLOCK:
SIDE SEWER AS BUILT DATED: 11(al
SIDE SEWER PERMIT(S) M a ri
GEOTECH REPORT DATED:
STREET USE / ENCROACHMENT PERMIT #.
WATER METER TAP CARD DATED:
OTHER:
LATEMP\DSTs\Fomis\Street File Checklist.doc
NOTICE:
Nbwarrantyof accuracy.
The information'shown on the attached
map(s) was compiled for use by the City of
Edmonds, its Employees and Consultants.
The City of �Edrn.qnds does not - warrant the
accuracy of anything set for.th on t hese
map(�_)- Any person or entity -requesting a
copy should conduct an Independent
inquiry regarding the information shown on
I I
t 2 -map(s), Including, but not limited to,
th-e 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
e rn p]- o-y e e-s o r o ffi C e -r s -s h. a-[ I b e 1..'-1 a b-.11. e f o r -,I h e
information given on this rnap(s), nor for
ion provided based
any one representat'
upon . said map(s).
APPLICATION
for
The City of Edrnon4--'-',, 7
SEDE SEWER PER3HT
EASEMENT No . ..........................................
NEW CONSTRUCTION REPAIRS 0
OWNER --- ...........................
.................. ......... ............................
-...E .... ............................... C�)
CONTRACTOR .... ............................
4CL>2_7
PERIM No . ......................
'2
A D D R E S. S ......
LEGAL DESCRIPTION: LOT No . ................. ..... > .......................
BLOCK No . ............................................
-'L
NAME OF ADDITION.. ........ .......... .................................................................................
0
0
0
0
Approved: fl,
DATE ...... By .. ..................
#
ET.I.:1.
CITY OF EDMOND&
WATER:-SEWWER DEPARTMENT'..
PERMY 4 7
'62
p
tCalli 7;7572525,' fbr side sewer' lnspections� BEFORE, covering, any, 'portion, of -the constructiom.N.,
,%�Inspectl w will; be provide&withln,.241 -h6ur��,after requ.W� 'N Sat.: Sum, lovfioliday inspections.,)'
0,
cT.IoN 2
82nd Placp WA� t
ADDRESS-L, OCAMNOF ICONSTRUI . . . ......................................................................................... . .......................... I .............................
D_E'SCRIPTION .. .... ... . ...... .............
-PR . OPE RT Y' 7L�`E ...Qj.1 lg% Ad ...................................................................... : ................ 7 ...................
... ........................................... ........................ .................................................................... ............... ................................... ; ............................... ...................
BUI )ILD EiR ..... jj0R&Cr-�...ffirFR .. . .................................................................................
.................................. ............. w ........... OWNER AND/OR ... ............
CONTRACTOR'S, NYME& AMDRESS....E. 1. 4....'.Rkhta ld..� .... rh..,...P .... () ...... Rn ........... ...... ..... . ........... ...... !-�w ................................
ty
h) ri 1 1.5, c -a. side,, sewer,to,.th � ',r�sani ary. sewor,
ant6d,'_..'.: ............................. .. .. tg.74..,,,,for,,repair,.andV,,'Or,, 6nnectlon;.tof C1
s,,�' 'i� ftiy�accor'dan6e�,with City of'Edmonds ordlif9fices.
ATTENTION, IS,CAILLED� TO� TkE. FOLI;OWING:
NOTE No;, T—Tfie owners of' the property may, obtain a permit to, construct sewer Inside property �ijne. A licensed Side.Sewer Contractor must'be, employed to, construct
side, sewer in:street area� Do. not cover any portion, -of sewer before it has. been Inspected.
'k �performed, In' city right-of-way- requires,an, Invasion of -Way, Permit.tobtainable frozu� the, City Engineer's., offic'e.
NOTE,,No., 2 All' wor Mght�
N,OTE'No�,.�'--,Obtdin�'f�lf,irifor'mation� regarding,'Ordlinanc6,l,�.iB�op�,and, R6gufations, governing,�ilde; sewerawhen you :get'permit:,
'insi e property iffic; 'minimum gra;de� of; 2 -No, liendsiAni,g , ra . de
NOTE, No. 4�—Top, of.,sld�e',,sewer must have.at least .30Anches. coverkge_,*t,,, propp�ty line and 12%�Inches
_,sharper than %. will be permitte&.
NOTE No�. &--Trenches in�,street. must be water settled and surface of street restored to original -condition. Contraptors shall be, responsible for failure: due to, improper
work which may,develop within- one year of corhplet ion.
NOTE No;, r�—It ls� unlawful.,to alter or do, any other work than is provided, f6r in the permit,. or to do. any, wori on the main sewer or, its appurtenances except to, in
:seft the pipe,into.the wye.
.................... .............. DAt6 ........................... ...........
DIS&PPROVED, .............. ...... By ....... ....... . Date
By
�0- ...............................
............................ ........... ....... 0 . . ....... I ........................ .........................
/ED
APPROV
................................
Remarks: ................. .......................................................... ........ ..............................................................................................
.................... : .................. I .......................
................. ...... ................. W ......... 9 .................................. e..� .............................. ........... ........ ......
BOTHr Permit, Cbpies� MU ST Be �Sfgjaed' By Ovper of Firm. Performing, �Coi*nstruction PRIOR, To� Re'quest For Impectio . n,
................ .. -hereby certify �that,*the,!sidecsfewer installation, cons tructed -under this permit,
'�ming Construction),
'er T Zi,4.'C*�1*6g;:,� tr;�� er r"
was: installe6 imaccordance! with. allgov6rning ordinan:ce&,of"the,.City Of'Edmoftdi;;
Dated'Ahis ...... of...' ........ .................. .......
. ........ day
'Telephone E]; -Power Sewer -Other V�� V
Check BEFORE. you dig for: Water Gas,,E]�,
APPUCATION
for
The dity of Edmonds SIDE SEVj]M PMMT EASEMENT No . ..................... ....................
OWNER Gf'�"g NEW CONSTRUCTION El REPAIRS E] ) 22) )qL. . Ll
...................................................................................... CONTRACTOR --- ro-l.CJ ..................................... PERMIT No. ......
- ' --j /0
ADDRESS .... le 9- 'Z -.8 g� L
............ ......... . .......................... ............... t ........ ....... LEGAL DESCRIPTION: LOT No. ...................................... EL40CK No . ............................................
NAMEOF ADDITION ......... A�d'j .......................................................................................
fvd RL, k-0, RECEIVED
APR 15 1974
C5 tf.Y M &N T
Approved:
DATE................................................ By ......................................................................
A- L D
_07 t 0 -7
4f—
Im
4 (,RA 6,
MO
ko d
LO�2
61 cente.pline,,, 82nd P16ce West Aight-of -Way
CM
JOSEPH bYNES
21822-82nd Pla c e West
Edmonds, WA 98026
Parcel # 00455600000300
ph. 206 550-2394 +1
IMPERVIOUS SURFACE CALCS
Roof Outline 1,515 sqft
briveway 580 sqft
Total Impervious surface 2,095 sqft
LOT COVERAG
1,466 SQFT (16%)
LOT AREA
9,353 s
+1
+1
0, � .,
'o I
to =0: 0
CL
Cn
iwu
Existing house
1226 vqft main floor
907sqf i basement
I Exi �t ing
I beck
41'1-6"
W.-I
+108
W-311
00
M
V-4
+106
+104
+102
to
CO
Cn
(L
C14
00
Cq
0
00
E
Cq
W
to (N
00
CD
57'4" 1
(3) 00
rn
L0
Property +100
Line u
aci
+10h 00
__4100 0 0
C)
U
S M-0 C C
ROOF SNOW LOAD 25 psf (Figure R301.2(5)) STUCTURAL TIMBER: 2X FLOOR & ROOF JOIST, HEM -FIR #2 Fb=85OPSI
ROOF DEAD LOAD 10 psf (Figure R301.2(5)) 4X BEAMS, DOUG FIR #2 Fb= 1000PSI Q -C
FLOOR LIVE LOAD 40 psf (R502.3.1 ' R502.3.2) 6X BEAMS, DOUG FIR #2 Fb= 1000PSI
FLOOR DEAD LOAD 10 psf (R502.3.1, R502.3.2) COL-UMNS DOUG FIR #2 Fb= 1000 PSI
DECK LIVE LOAD 40 psf LUMBER NOT OTHERWISE NOTED, DOUG FIR #2 Fb= 100OPSE
DECK DEAD LOAD 10 psf
LATERAL WIND EXPOSURE B 85 MPH FLOOR SHEATHING: 3/4" T&G SPAN RATING 48/24 LONG DIM PERPENDIC. TO JOISTS
SEISMIC ZONE D2 (Figure R301.2.(2)) NAIL W/10d COMMON 6" OC ALL; GLUE SHEATHING TO JOISTS
FROST DEPTH Min.12" below undisturbed ground (R403.1.4)
SOIL BEARING CAPACITY 1,500 psf (R301.2.1.4 and Figure R301.2(4)) ROOF SHEATHING: 1/2" CDX. OR 7/16" OSB UNLESS OTHER WISE NOTED, NAIL
CONCRETE COMP.STRENGTH 2,500 PSI, @) 28 DAYS W/8d NAILS 4" OC ALL, ALL EDGES SHALL BE BLOCKED W/
CONCRETE MIX 5' 1/2 SACK CEMENT/CUBIC!, YARD MAX SLUMP 4" 2X WOOD MEMBERS
CONCRETE ANCHOR BOLTS 1/2"x10" 7"MIN EMBEDMENT MAX 6' O.C. WALL SHEATHING: 1/2" CDX OR 7/16" OSB. PANEL END JOINTS SHALL OCCUR
MIN 212C. PER EA. SILL PLATE, MIN 3"MAX 12" AT SUPPORTS, NAIL W/10d NAILS 6" OC ALL
FROM EACH END, W/ 3'x3"x: 1/4" PLATE WASHERS
GLUE LAM.BEAMS: DOUG FIR/LARCH KD STRESS GRADE COMBINATION 24F-V4
CONCRETE WALL REBAR *4 REBAR 24" O.C. EA. WAY, 2 PC @ 311 FROM TOP GLUE LAM COLUMNS: DOUG FIR/LARCH KD COMBINATION #3 GRADE 21F-V1
VERTICAL PC. SHALL HAVE STD HOOK PARALLAM: 2.OE PARALLAM PSL E=2,000,000 PSI, Fb=2,90OPSI, FV=290PSI
PLACED UNDER FOOTING REBAR 1.3E TIMBERSTRAND 3 1/2" 1.3E LSL, E=1,300,OOOPSI, Fb= 170OPSI, Fv=285 PSI
CONCRETE FOOTING REBAP 2 EA *4 HORIZ 1.5E TIMBERSTRAND: 3 1/2" 1-5E LSL, E=1,500,OOOPSI, Fb=2,25OPSI, Fv=285PSI V)
CONCRETE SLAB REINFORCEMENT 6"X6" WELDED WIRE MESH, LAP MIN 8", CHAIR
IN POSITION W/MAX CHAIR: SPACING 4FT IL
PRE-MFD JOISTS: MFD BY APPROVED PLANT, ID'd W/STAMP SHOWING MFR, U.
FOUNDATION VENTILATION MIN.REQUIRED 1 SQFT VENTING PEP, 150 SqFT OF AREA -1 CABO NER#, 3rd party approval
EACH 16"X8 SCREENED VENT PROVIDING .67 FREE ',_�OF TRLi�bd;ES: DESIGNED BY WA.STATE REGISTERED ENGINEER, SUPPLIED WITH
AREA WILL VENT 100 SQ FT OF AREA TRUSS DIAGRAMS STAMPED BY APPROVED ENGINEER AND WITH
HOUSE VENTILATION KITCHEN, 100 cfm; BATHROOMS & LAUNDRY, 50 cfm INSTALLATION INSTRUCTIONS 0
HABITABLE ROOMS MUST NET WINDOW OPENING MIN, SAFETY REQUIREMENTS- STAIR HANDRAIL 34"-38" ABOVE TREAD NOSING
1/20th OF FLOOR. AREA OR MECHANICAL VENTILATION STAIR HANDRAIL GRASPING.DIM I 1/4"MI-N, 2-1 MAX.
STAIR GUARDRAIL, 4"MAX.SPACE BETWEEN INTERMED.RAILS L
NATURAL LIGHT & VENTILATION ALL HABITABLE ROOMS SHALL HAVE AN WINDING STAIRS, MIN. 9" TREAD AT 12" FROM NARROWEST
R303.1 AGGREGATE GLAZING AREkOF NOT LESS POINT AND A MINIMUM 6" TREAD AT THE NARROWEST POINT
THAN 8% OF THE FLOOR AREA. NATURAL DECK GUARD. RAIL REQUIRED FOR WALKING SURFACES 30" ABOVE
VENTILATION SHALL BE PROVIDED BY WINDOWS, ADJ ACENT GRADE OF FLOOR BELOW, MIN. 36- HIG,H
DOORS, OR LOUVERS, MINIMUM 40% OF FLOOR AREA 4" MAX CLEARSPACE BETWEEN INTERME.D. RAILS RFECEIVED
Page #
AUG 2 9 2005
PERMIT COUNTER
TE rLA-K
RECEIVED
AUG 2 9 2005
PERMIT COUNTER