1990, 07-25 Permit App: 90003527 Residence SPOKANE COUNTY DEPARTMENT OF BUILDING A. D SAFETY
W. 1303 BROADWAY AVENUE
SPOKANE,WASHINGTON 99260
• (509)456-3675 ..
I certify that I have examined this permit/application,state that the information contained in it and submitted by me or my agent to compile said permit/application is true
and correct, and authorize Spokane County to proceed with processing. In addition, I have read and understand the INSPECTION REQUIREMENTS/NOTICE
provisions included herein and agree to comply with same.All provisions of laws and ordinances governing this type of work will be complied with whether specified
herein or not.I understand that the i�ss�,u};.� iii- -' .ermi ... 'cation and any subsequent inspection approvals or Certificates of Occupancy shall not be construed to
give authority to violate or cancel th- ."" ions of any state or I. al law regulating construction,or as a warranty of conformance with the provisions of any state or local
laws regulating construction.
SIGNATURE OF APPLICATION
OWNER OR AGENT �'' r�ifty DATE p�,� - J k ( 9 a
PROJECT Nt.lrtBER.... '10003527
APPLICATION
.. . . . ...
3k*•3k*•*•9k 3i•ik 4l•*•3i•3{•3i•)k JY 3k 3t'*•!k it 3k 3k 3i•3i•*•3k 3i•7I 3k li' (��{.`I"`f..I�:.F t L :r{)h� 3 *- * * *3C 3i•�9k*•3k 3*�!•3!•*•3t'**•3h*'3k 3k 3r 3r*•9r'3k�'3k)h*•i+:
SITE STREET= 6 •i �1 ,:s 1::: ...x?;;'i` D CT f�'r"+F;'r'I�:I „:::_ 33543-1516
ADDRESS= SPOKANE WA 99206
PERMIT USE= RESIDENCE W/f ARAL.,,..
PLATO= 003423 PLAT NAME:: FOREST MEADOW 2ND ADD
BLOCK= i LOT= 16 ZONE= SFR DI S T 4= E:
yy
AREA= iii000t)i7Ii0 DWELLINGS=
! -(/•A(�:::: r•• WIDTH= DEPTH= R/tal:::: �y is)
4 OF BLDGE= 0 DWEI...L.:i:NG,<4 a- .i
OWNi::.R:::: HOUSER, JERRY i._ PHONE= 509 /5 t24 ! t 8
STREET= 1906 N .k+Al..E OUI RD Y
ADDRESS= SPOKANE WA 99206
CONTACT NAME:::: PANAGOS CONSTRUCTION PHONE NUMBER::: 509 4R9 9009
T:+U:1:1...1():I:NG SETBACKS : FRONT= 40 LEFT= ,:- RIGHT-_: 5 RE"A3R=:: 79
3i•*3k *i 3k*i 3k 3+(**3k*•3k A*•*i *i 3k k*•*3k*•3j:*i*•*..p;*. REVIEW IG1 'i i o N ********* **************-y:...
i �"�T 1:•. 1.l'�1 I�.{.l Et,M A
DEPARTMENT REVIEW COMMENTS AA"1PPR,l:.
:iil
N `'
‹—
BUILDING PLAN REVIEW REQUIRED _ �
7;
B1IL )ING .._
SETBACK REVIEW REQE.I:rREI)
I:::I' G:I:NEER APPROACH/I,'I...00D PL.A:IN��DRA:r.NAGE: ...- ../.Y.I. :.y7. ......% .1 . -<......... 1
; , �i
HEAL.THDI ST NEW OR ADDITIONAL WASTE WATER ....._. ..= fai '........`....`!...
'10 AP
3r rr»3i•3i}{3r 3i'lr 3k 3+:3i 3r*3r*3k*x*3i ik 3i 3k**3k 3k**ik ji I.l.. ...I) I.NG F`r"r.I" AM*3r 3i:+': h„ `rpr
CONTRACTOR=NTRAt,,TOI"+.'-=: F'r'iNAGOS CONSTRUCTION Fii:i/ f .. ":;C::-
STREET=
:;;,.STREi.-::T=='• POBOX 28064
ADDRESS= SPOKANE WA 99009
NEW:: X REMODEL= ADDITION= CHANGE OF USE=
T)WE::L.I._ UNITS= i OrCu1=' i...I)::: BLDG H{YT= ;'T{:ir;:r1=:S::::
BLDG W x I) ___ X SO I••T•. 2770 SPRINKLER= N
RE:{, PARK:!:N{:r::::• t:I"tAND:I:CAr-.- CRITICAL MAT= N
*:3k*•3!:.:*• 3k>i**•ri.*.*..x.3;.*:x*:*I•'x'3k*'3k3k*•3k3k*3k* MECHANICAL. PERMIT •3k*•*3*3i•*i3i•**•x'7>•**3r3k***•*•3k*•**•3i•3k
CONTRACTOR= pANAGC1 > CONSTRUCTION PHONE:~: 509 409 9009
STREET= PCI BOX 280 64
ADDRESS=, SPOKANE WA 99009
3i•3i'i.*•*'.'!k.*•3k3*'*3•'3k*•*:•*'*'3t•*:331'*.h3k3*•t{*•*• P1...i.ltaiF{ING r:'ERM:r•T' *•*;*****3k*i*•** ':3k3k•;K*3k3kk*'r3k3k*'*3i•3k3k:M3k
CONTRACTOR={:Ir#= vANAG{:iS CONSTRUCTION EON I-'H(.:lNE:: 509 .48 9009
STREET= PO BOX 28064
ADDRESS:::: SPOKANE WA 99009
*•3i•3k*•h3**•3k3k*13k*•*'*i*•*•*•3rii*3•*:*•***3i•*3k9r*•**•*•***:•**3k****3ri**'*•3333**f***•*•3*i**•**:*•3333***•**•3i•3k
3;• SITE NOTE. : •Tili"':i:{:'. :::: CONDITIONS DEPT :::: BUILDING '
' •h:3**i** 3k34•*'*:**•3***:!{**'*•3k k*3k*iik*3k3i•*:*3.31.3i'.*'**•**:*•*•**•a3k*i3k*•*•*•3*3k***:***•31.3x3*****'3i•it' *r*•3k*•3k*:*•1'x•3k3k -
µ ' GIiT : HAVE Faii - MUST HAVECOMPACTION TEST ®
PROCESSED BY : JULIE SHAT1'O
PRINTED BY : ,.Lt..I...:rI=: ;>HATT0
i!••+!•*3t ik 3r't!'*.'*•h.•')r*•ik*•3k ii.*•3g:3r*:*.3j'•a•*:d-*'n•3!P'7!'3v i!' THANK 'd{.l I,I ik•int•3k•k*•!k 3t•3i 3k ik 1i•*••ii•*i•3k*•Sri*:•*:**•3k 3`:**:•tl'•3!•3t•*3k 3+i*i*
117)--L---7 & 6 ,•
1
" '
r .
, ~
NOTICE ^
-
It is the responsibility of the permitteenot Spokane County,to see to it that the use described on the front of this permit
complies with applicable codes and requirements and that required inspections are requested.Failure to request required
inspections and obtain the necessary approvals prior to progressing beyond the point where inspections are required may
necessitate removal of certain parts of the construction at the owner's/permittee's expense.At a minimum,the following
inspections are required by County Code:
1. FOOTING — when forms and reinforcement are in place and prior to placement of concrete.
NOTE:This inspection includes review of the structure's setbacks from property linesMinimum setbacks
are established by County zoning regulations. Typically, side and rear yard setbacks are measured from
property lines, hile setbacks for yardsabuuin streets "o measured from the property line or the center
line of the roadway right-of-way,whichever provides the greater setback from the center line of the roadway
right-of-way.Curb lines and fence lines are not necessarily indicative of property lines. In some residential
areas, the County can own as much as 20 feet of right-of-way between your property and the actual im-
proved street/ curb. The responsibility to comply with applicable setback provisions lies solely with the
permittee— neither Spokane County nor its authorized representatives assume any responsibility for the
verification or location of your property lines. Please verify their location prior to locating your structure.
Failure to properly locate the structure may require its relocation at the owner's/permittee's expense.
2. FOUNDATION —when forms and reinforcement are in place and prior to placement of concrete. (Block-
ing for a manufactured home is required to be inspected prior to the installation of skirting.)
3. FRAMING — after all framing, bracing and blocking is in p|uoo, and prior to concealing.
4. INSULATION — prior to the installation of drywall.
5. PLUMBING — after nough-in, before covering, and final.
6. MECHANICAL — rough-in of piping, before covering, metal chimneys before concealment, and final.
7. FINAL — when complete and prior to occupancy and/or use.
In addition to the above inspections, any plumbing or mechanical systems or materials which would be concealed by
framing, drywall, concrete, etc., must be inspected prior to cover. Check with the department for"special inupoctions'
in conjunction with commercial projects.
CALL 456-3675 FOR INSPECTIONS.
TO INSURE PROMPT SERVICE, PLEASE GIVE 24 HOUR NOTICE.
YOUR INSPECTOR IS
UNDER CERTAIN C|RCUk8STANCEG, PARTS OF YOUR PROJECT MAY REQUIRE INSPECTIONS FROM OTHER
AGENCIES:
• road cuts for utilities or drives, State or County Engineer's Office
456-3600
• on-site waste disposal system, Environmental Health District
456-6040
• construction in a flood plain, County Engineer's Office
456-3600
• electrical wiring, State Department of Labor and Industries
456-2792
• sewer connection, County or City Utilities Department
456-3604
EXPIRATION
Unless otherwise noted, this permit will be considered null and void by limitation if the work authorized by the permit is
not commenced or is stopped for a period of 180 days, unless a written request for an extension of the permit is received
and approved by the Building Official prior to expiration. At a minimum an inspection should be requested at least once
every 180 days to assure the validity of the permit. A permit may be renewed within one year of the date of expiration for
one-half the original fee, subject to certain limitations — please call us if you have any questions.
MISTAKES?
If you think we've made an error in processing this permit or in conducting inspections pertaining to it,or find erroneous
information in the permit, please bring it to our attention immediately by filing a written request for correction within 10
working days of discovery. All such requests should be directed to the Department of Building and Safety at the address
found on the face of this permit.
1 , • .
,.. _ . ..
. •
PITBURGH TESTING LABORATORY
140 . . MOISTURE - DENSITY
RELATIONSHIP TEST
\ \
Client's No: _ , Order
Date: 3-30/85 Report No: iii
135 Reported To: Wol fland ConStruCtiOn
Project Forest Meadow Partnership
-A--..-- - --.--. - —
Sample !derail ication:, Clean gray-brown
_ .---.-.- -. _. . coarse sand, 1ã -RI57
----i---- , Test Method: ASTM D 698 (Standard ProctorY
_ ..
125 _ __
i6 Pittsburgh Testing Laboratory
1.1. By: _ ,---
o . .. .. . —
Craig Brenden, P .E .
_
n Spokane District Manager
o120
. . . ... , .. .. . . _ . .. . . .._
w
a _ __
InCI _ .___ _.._.._ . ..... _ _. .. . ..
Z . ... .. .. .. ... _ . .... ... ._. ... ... .. .. . .. __.
D
0 115
I .. . . . ._ _ ... . . .
>...
I- . .._ .. ._ .
._....... .. . . _ .. ....._ . ... .
Z
uu 110 ----
a
- -. - - - -- • - - • . .. .... .. .
cc
105 , _.
.• - .. __. .. . .. . .... .. . .
_ ......_. . ._ __ . ... _ .. . . . .. .
. \ CURVES OF 100% SATURATION
FOR SPECIFIC GRAVITY
100 - , . 4 , -- EQUAL 10:
7. .7 2.80
•A-----------. 2.70
_ . . . ... ... ... _. ... ... ... .._ . . . . . 2.60
95 • . .... ._ _NIL.
• " li
— _....— _—______ ._.__ . . . . . . - - - - •-•— -- - - -
— - - ----- ---- -------- - -
.._ .. ... .. .._ . _ . . ... . .... .. _ . . ... . . . .. . . _ . _
\-
90 - • —
0 5 10 15 20 25 30
MOISTURE CONTENT - PER CENT OF DRY WEIGHT
TEST RESULTS
- . .
_ .., ... , ..
MAXIMUM DRY DENSITY 119 .0 Lbs. Cu. Ft. OPTIMUM MOISTURE 12 . 0
ra
.......
Farm O. I it 30
. .. . . . .
^ __- __
_-- _-_
__ __
-_ � _- "
P.001
' _-_-_
. PITTsBURGN TESTING LABORATORY
`
-\\
' —
. ' RELATIONSHIP TEST
130
Sample Identification: !led ium4 ine sand wi th
1- Pittsburgh Testing Laboratory
LL
0 -+ 'K ,
= Spokane District. Manager
0 120
cc�� \
\\\| _ _ .... _ _ _
-
- - - --- �� — . ' '
CA _^_ _ _ ___ . . .
ho ----IU
o _ __ _ _ ... _ _
= _ _ _ _ _ _ _ - .- _ _
- . � �������� � ' ` � `
' --- _ - - ...,
.
105
. - -
-.. \\
.
---- '' ' - - .. - ' - CLIIIVS OF nw; SATURATION
_ _ - . . C GRAVITY
i 00 -------- CC/UAL :
. _ _ '
7.80
_ - _ ' . _ - -
2.70
- _ - _ _ - - . .
- _ _ - ' . ' ' - - _ -
A
95 ' ' ' _ ' - -_ --
_ _ ' _ _ - ' - -
_ . . '_ -- _- _____ _ _ ' . . - - _ ' - --
- - --- _ - - _ - _ ___ . . _ ' _ - -- ---��
\\\\
.. - __ ' - — - `[ --\
. -- ^ ^
9O ^- ' --
0 5 10 15 20 25 30
MOISTURE CONTENT - PER CENT OF DRY WEIGHT
TEST RESULTS
....
_ _�
rt. OPTIMUM MOISTURE13 , 0 �
. .,...,,,...,......,_ - ., ....-,..'," ,,,..,,..,._,......„,...._ .
i P.001
F. . TSBURGH TESTING .ABORATORY rent.4 HO. AS F1,
Il
• ESTABLISHED 1881
PITTSBURGH, PA.
W. Ordet No. SPK-6649
._A • A • Al A MUTUAL PROTECTION TO GLIENTS, THE PUBLIC AHD OURSELVES. ALL. REPORTS
ri•4'.,, 0-e ARE BUtuAITTEO AS THE CONFIDENTIAL PROPERTY OP CLIENTS, AND mr-rrroverza-riers Report No. 04
' VOR PUBLICATION OF ETATEMENTS, CONCLUSIONS OR EXTRACTS PROM OR REGARDING
.
AN OUR REPORTS IS FIESERvE0 PENDING OUR WRITTEN APPROVAL. MierirsNo.
•qyi, os
REPORT OF IN-PLACE SOIL DENSITY TESTS Lab #2049
Client _ Wol nand Conqtrtirtyi on -- ,."- • -. ----
Pmiect Fort. Meadows, necond Additinn __Lo ts .1,4_r_15,1_61.17_11-a,_1_9.)
Soil Description Coars_e_Slean _liansi_l_111___ _ -.". _
Max. Dry Density 119.0 lbs./cu. ft. Optimum Moisture_12,.0___ % Method of Test . Nuctaar Densome
_____
.._ FIELD IN-PLACE DENSITY 1 .
DATE OF TEST TEST LOCATIONmoisi title
FT. NO. 11115./CU. FT./
t01,41•At
TEST NO. .4
WET ' DRY,
-----....- —..-
/31 , 1 20IAB. NW of "U2___ . .. 2'BF 13. 1 1.37 , 1. 121 . 8 1.00
2 . 3a_yds. NW of "wt.__ _______.._ 2 ' BF( 11, J... 1.37 , 2 1.23, __LO0.
-5-0--Yds .6-11AUf213.13" . 3.11. 100
I g --U1 1. --- 8 i
...1____11)Q.
_
. • , . - k , If nRpu
—_ . _ 2 ' BE( 11._a_ 132...7_ 11 .7 . 9B
• Ilapil___
. . 2 'BE( 5._ 126. 9_ 116, 9
• 105, yds JW of "BP"
. 2 ' BF( _ 1.11 118. 5 . 100
._____...._
I I 11 P
11 ;
A__./1
.. . .. 2 I BF__ __..J.D. 5 1.27 .0 115 . 0 _ ()Z.
_ All tests performed utilizing a Nucleir Dei ometer with
_121__.@x ten;i on.
.. ....___
___ __
•• •__ . . .._
Technician:_Keith Brown
--- — _-_ ___ ___.
..____ __. _ ____. _____ .. _______ . __ ... ___ •___._ ._.____.
Rematics- 13Z: rinet_r_eeRith blaze ma rk @ .2ii, p. from gronnsl_level _.Tre. ___
—is in group, cn_SE erd. of site near Dowc11.9h .
B_EGI__aalawfiniAll grade (estimatad from contrictors remark ), . .._
. __
.... ..
------- nontrAr'tOr! Ell.er Canporatn _ . .
in , _
_. ..___
_ . ....
PITTSBURGH TESTING LABORATORY
1-4...,
. .
. . . .
. . .
. , . .
• .
orsitNota , P. ,., ISBURGH• TESTING .ABORAT'ORY F ORM HO. 4T.
41...4-' 44iND SSTABLISHED Illet
' 4 112 112
1 ' PITTSBURGH. PA. SPK-6649
(... .t.,; Al A MUTUAL PROTECTIoN TO CLIENTS. THE pUBLIC AND OURSELvES, ALL REPORTS OI dm No.
4, e .... ARE susurrrogo A4 THE CONFIDENTIAL PROPERTY OP CLIENTS, AHO AUTHORIZATION #5
• ',.., 'Lv-•fs' Report No.
-
.4:',..0 RoAlls FOR PUBLICATION OP STATEMENTS, CONCLUSIONS OR EXTRACTS/ROM Oft REIZARDINd
.e RS Anocx OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL. Client's No.
Lab 112050
REPORT OF IN-PLACE SOIL DENSITY TESTS
ctienr_______-----Wolfland Constructgn — .
Project_ Forest Meadows, Second_Addition :1Z.P_ _.1.!.1_1.1151 ' 1_, .2... _ _____
Soil Destription Medium fine sand with silt _
Max. Dry Density 117 . 5 lbs./ca. ft. Optimum Moisture_) 3 •0 % Method of Test thiclear ....
densomet(
g tic., FIELD IWD L AT;F.. nEmsrry
DATE OF 1:M TEST LOCATION Ely. ("29•1". C 01-1Fo:
T ES T HO. T.
............-- ..--- VITT mu
4/1/85 1 65' W. of tree, 10 ' S. of N . line6. 8 129 . 1 120 . 7 100+
. .., .___.
____
2 125' W. of tree , center of strip 6. 2 123 . 5 116. 2
3 245' W. of tree , 10' S. of N . line 6 .7 126.3 118. 3 0
.. . .
4 335' W. of tree, 10 ' N . of S. line
_ 10 . 4 121 . 5 111 .7 5
_ , .._._
5 395' W. of tree , centerline 6. 3 122 . 4 115 .0
6West end of house line 9 . 5 126.8 115. 7 985
•
_ _• _
_ . .
Technician: Wayne Struck
Remarks _
—........, _____.
•
PITTSBURGH TESTING LABORATOR)
x)
ait,13 ,/,. / -
(-7r.-,i fr p,rf--"1 ,11 , otsTRM
IcT AIIA( y
, .
..
I - • • • APR-26-'90 03: 11 ID:HEALTH 5P0
TEL NO:9622500
d'w p503 P02
0 , ,,,,
_..... . .
.•
-*---r---------'------,Iti_ , .
_ — ----------.,
/3 -
. —
1 —•.._,
, , Pruenen_i
'7
.-. v.-.7„-____ r btatrci:44,,
, .
i .4s
-.....,
- -,-- .
„, t----------: ,
cAise ---z----
sit option 1
.
1u
._._ .
ill ----- i _ Sel‘fi‘C
Hi .------1—J
I ---, , .", ...,. 0
Rwee 1 \
-------14.; 1.. .....r.••••••••Tam:th .‘ ,
.
_ 0 ! c-• 1.Nre.1"1 AL
' -
----- I
.1;
W ir ___- • W
•-(7-":3)--- °31. -
_442..e._ ‘.........- ......_ ...I I -4411.
. 1 1
... __...
.5.t.___r_
• c -4 __ -
I i i
I l
1 --4141---____Jr'141 ...--
-62t _......
....