1978, 07-14 Permit App: M7186 Garage 9.
e
County of Spokane, Washington
BUILDING CODES DEPARTMENT, N. 811 JEFFERSON, SPOKANE, WASHINGTON 99201
APPLICATION FOR LAND USE OR STRUCTURE PERMIT //
GENERAL REQUIREMENTS PERMIT FEE atx
�v
PERMIT REQUIRED. A land use or structure permit is required by County Resolution to erect a building or structure of any
kind or alter any building or structure already erected, or to change a land use. Construction must conform with the
Spokane County Building Code and Zoning Ordinance. Construction is subject to inspection.
WATER. Water supply must be approved by the County and State Health Departments. Where work on water connections disturbs
the surface, shoulders or ditches of County Roads, permission must be obtained from the County Engineer's Office.
SEWAGE SYSTEM. Permits are required in all cases by County Resolutions Nos. 45-133 and 47.235.
SET-BACK FROM PROPERTY LINES. In most zones and under most circumstances, a set-back from the front property line, of at
least 25' is required, a 5' side yard, 15' side yard from a flanking street, and a 25' rear yard are required.
STATE HIGHWAYS. Where the structure abuts a State Highway, clearance must be obtained pertaining to set-back and ingress
and egress.
COUNTY ROADS. Work on street right-of-way may not be performed until staked by County Road Department and work must be
performed in accordance with stakes. Points of ingress and egress must be approved by the County Engineer.
MOVING OF BUILDINGS. A permit is required to move an existing building. When a building is moved on a County or State
Highway, clearance must be obtained from the County Engineer and/or State Highway Department.
ACCESSORY BUILDINGS. Accessory buildings (garages, sheds, etc.) require a separate permit.
RESTRICTIVE COVENANTS. Builders should check provisions of covenants or dedications and easements running with the land
which are enforceable through civil action. County Officials can not bring action to enforce covenants or dedications.
n APPLICANT FILL IN BELOW THIS LINE , ',°o e.K.a.,cx-e.4� Y70/6
Name of Owner /`�.,« �L. ,4 ( C_ ice.e ,4_ Address e. /76.x.2 G Phone 7.:z_.6--/Co Y
Architect Address Phone
Engineer Address Phone
Contractor /t'1T-ct.aAJzJ'.Q C. / Address _ Phone
Legalscri ttion of Property (Give compie a de cription from d ed_, tax re eipt,, tc.) Parcel Number (. 5 — • I
ty
. •_ _ _ at //• a _.� f,,.e 4/0 ����o�� r„-,
4,7
ROADWAY R/W 1 ��
ESCRIPTION OF WORK• N Addition Re odel Moving Bld ..,Z�,onne�'� Fire one .7?
Size of Lot a A'A e,_.45---/ Sewage System "� .'� Const, L-
(Fr., Conc. etc.)
Stories / Dimensions -3-2 x yO / Total Sq. Ft / - I 0 Va, -tion . 0U0
Bathe Basement Foundation Const. /.1.Q .114
Rooms I Fu 1, part, none Ch m e AVM :place
n (Kind) (Number
Heat. System !•r."I 14 Type ofoofing (�:A . .i Ext. Finish / �// Int. Wall Finish
Use of Bldg. _ <._ ... : 41/. : 4 -='e No. of Units_Bedrooms --
i
PLOT PLAN
Draw sketch with dimensions showing: (1) property lines; (2) street or road locations; (3) location of existing and
proposed buildings; (4) distance to property lines and streets; (5) dimensions of buildings; (6) location of sewage sys-
tem and water supply lines.
NORTH / State License No.
.S i X f h v e n v e_ C .mac .-•t.--
IInd. Ins. Acct. No.
V.
CRESIDENTIAJ COMMERCIAL
EX;s4;n REQUIRED
Re-S. Plumbing Permit
/C6 , m Heating Permit
um
co I N Sewage Permit
I -
(
-I Plans Received
Plans Checked
> Plans Returned
Plans Picked Up
I400 ' Plans Mailed
SOUTH 74 4//7 ef/94.44-e-e---.-
Ihereby rtify formation submitted 1 c rrect and there are no other structures located on this property except
as shown. \ -_ Q;)
2 /y/7
Owner or Agent Date
A LAND USE OR STRUCTURE PERMIT MUST BE ON THE PREMISES BEFORE CONSTRUCTION COMMENCES.
THIS IS NOT A PERMIT.
DO NOT WRITE BELOW THIS LINE
Your street address will be / 76 d.., WI_ 1 e zone ismer rL '
Sewage Permit Number Issued Building Permit ' Receipt /7V'Y Issued
fz:,..,,,,„ 7.
,?.. t;:,...).,le...,,.-I .7//il>2. / 1-
214. GCX c O/� j�X4..4 .v4 .N.1. . 4
\___ ///e/f/tal &-ite`
Form 523 Bldg. Code
it
. -- --- ----- ------.4*--.---r—, rb-,......-•-------7
,rte.
1 ROOF TRUSSES INC, 1
TRUSSES INC.
RoQF 7 E KORA
730 E. NORA99206 3- 11°1(441 WASH- 99206
1'1�
P4KAWASH• WA. 4.4161
WA, 4.1161
s
LUMBER SHALL BE OF MINIMUM GRADE a SPECIE FOR TRUSS SPANS AS NOTED BELOW: (Douglas Fir may be substituted where Hem-Fir a specified.)
TO 48'-0" SPACED 2'-0" O.C.
CHORD DNS.SEL.STR. SEL.STR. DNS.No.1 No. 1 DNS. No. 2 No. 2 CONST. SEL.STR, No. 1 No. 2 CONST.
SIZE DOUG,FIR DOUG,FIR DOUG.FIR DOUG.FIR -DOUG.FIR . DOUG.FIR DOUG.FIR HEM-FIR HEM-FIR Si DA-FIR WI-FIR
TOP CHORD 2x6 )4 48'-0" _ 48'-O" 43'-l" .
2x4 42'-1" 38'-0" 33'-1" 31'-6'' 37'-10" 32'.9" 28'-4" 27'-2"
/BOTTOM CED. 2x4 48',-0" 43'-2" _36'-11" 28'-11" 40'-11" 36'-0" 30'-10" 23 -4 6504
WEB MEMBERS 234 STANDARD GRADE HEM-FIR,2x3 #2 HEM-FIR OR AS NOTED ON DESIGN 1650#
e I d 693#
• NOTES: ' c b 3684
1. All bracing,temporary and permanent, to resist LOADING DIAGRAM 4 I
lateral force to be designed and provided by other. LL+DL/Hoof = 37 psi 5 Abift a
2. Design assumes lateral bracing at maximum 3'-0'et.e.Top DL/Ceiling- = 10 psi
Chord and l2'-0"Bottom Chord unless otherwise specified. '' 5psf Ceiling reduction taken f
3. lap Continuous Lateral Firedog as shown*. (5/8" dry wall)
4. Design conforms to Chapter 25, UBC-70 15'Pe increase in allowable unit stresses To 48'-0"
Panel Point Detail used for short duration Loading
D-58, T-58 to 48'-0" Splice
D-56, T-56 to 38' 8" D-58, T-58 to 48'-0"D- w f R
No 7,Sp T-56 to 44'-0" $ FL.XV il11 .a 4
`' 12 No Splice I'`C
2 —1 4 D-36, T-36 to 48'-0" SPO Jj Apj,. *�y„� 2
D-35, T-44 to 45'-8" S�OKA �1F4 ! �9d 5000#T-
o,„.
L/3p+ 2� 1 �� 3000#T f
Alternate Splice Detail WA. 4-1161 3 5 _ d
• fl• 2x6 T.C. D-56, T-56 5-
1-i/2" `'`t41 2x4 T.C. D-36, T-36 7O,rC. c x
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v,
FORCE DIAGRAMb c:s
D-32
T-32 a fi
1E2tO
EQUAL EQi .... - :
UAL •� £QUAL TT310 to 36'-6TT2x4 Block with Illi 8'Alternate Splice 4 -0" •
`I 1 1 it 2x4 D-510 to 44'-10"
Ir D-58 to 48'-0" I D-510 to 48'-6" T-510 to 48'-0" D-36, T-36 to 48'-0" 1/tr— d D-59 to 40'-6"
D-58 to 36'-1'
1/4" D-57,to 44'-0" 1/411 D-59 to 43'-0" T-58 to 44'-0" D-35, T-34,to 45'-8"
D-57 to 31'-8"
D-56 to 36'-8'I D-58 to 38'-8" T-56 to 36'-0"
D-57 to 34'-8"
T-58 to 48'-0" R las •`1.1.7-f;yf
„ No Splice e l'
'
T-56 to 38'-8D-36 to 48'-0", T-36 to 48'-0" i ,g .; 7070,!
D-35 to 42'-0", T-44 to 45'-0" #blows
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Symmetrical About Centerline CAMBER L/1000 + i
ll'r.•'� lltL/f'w
File No. T - 48 -4 - 47 (6/5) TRl'SWAL CONNECTORSti tit are of M G t e P I h , disunion-A.11,folios, POSITIONING Plat"shall be local.'on boeh feces of Pena and 4,.11 b Tim E A A L Sif TEM S
Mod,I 20(Indicated by prefix•T•1 t0 a 11 aa.with tl tech per sq.in.. 12 1 Teens an pun.hed 1.o per hok 0 I 0 a placed w That caret floss some de aim P.centerlines nnkaa otteeskt Rora4.
Date: 1/1/72 Model-Itl vindicated by prefix'M'l 11 W.eon t ice.per w.in, 1a" term are pinched one per hole st 1. 25'e.e DIGITS ISDI(ATCS)ZE OF PLATE IN INCHES ANAHEIM indair
Ref:S-15-5 Des.By:RB Ck.By ,j Dan Plain Itnmcared nY prcfia•D')211£
1.la ..m a'n.n n,+n.0 , teen are pan<n•d,.,,per nuk a1 l n. DETROIT
and tasted NU•(rpm nM anomer. 11For laai<Dn W Valuer,SER: C:.a.D--RR ins.,
I
dam, .006 _..
9