2002, 11-05 Permit App: 02009896 Storage Bldg11101
SPOKANE COMA'
c/4
PROJECT APPLICATION WORK SHEET
SPOKANE COUNTY DIVISION OF BUILDING & CODE ENFORCEMENT
1026 \VEST BROAD\VAY AVENUE
SPOKANE, \VA 99260
509-477-3675
SPECIFIC SITE INFORMATION
Street Address: /C20 4- e\) 2/QcCAJ
Assessor's Tax Parcel Number(s):
Legal Description:
Project Description:
(dol E SQA 2N
TM Building Permit
❑ Change in Use
❑ Grading
❑ Manufactured Home Permit
0 Relocation
O Sign
O Tenant (New/Change)
O Other
Department Use.Otily",.. ,, a. :,;.,;5'.:. ;: ....
Fate r District/Puneym-
Sewer District/Put-vigor'*',
-
&iatlw,dth
Setbacks-' ' '
Prom
School District
.
Fire Drstriic: - - _
-
Zoning
- -
Left' , Righr, -, ,
OWNER/APPLICANT INFORMATION
Ei Indicate mho i/joint be irmInlnl rrc„n/?; fhb Pminl
0 owner. 21
e.,0 Moo C --c-- Fax
%
33/ S
0 ApplicantPhnne:
Fax
Mating, Mtge..blaJmg
/g'0 cs Ets/ra6c'--w
Total habitable space
^l
Inc
'*"I floor sy. ft.
Mdse..
Uenq,nnn group
Cm, State, Zip
vcrl0A-1C vita . 94037
Garage sy ft. "�)deck
sy it
F.ne. Z,,,
I le:R NIDrce (electric. gas, L -lc) - ``
l,2%Gntracun Phone 'L 1
QCe05 c Fax
]
3 /Phone
3
0 ,4chnca/lsnti racer
Mailing address
/ 8” EC-) S. : f t t C r -€--t_--
Mailing address
Ca., Stam Zi,,
'Ucr(04)t WA- 01go'3-2
or), Smrc "/.q,
WA Fate Contractor heen.e #
Comae, Mime
PRO IECT INFORMATION
Blinding Information .
Budding height lis peak
# of stones
/
Main floor sy ft
Unfinished basement sq. ft
nsiims )� x
Dnne-31.e_
34- f-1`
Total habitable space
^l
Inc
'*"I floor sy. ft.
1nnwhad bastmuv sy ft.
Uenq,nnn group
Consrmnm.. "'� '
Garage sy ft. "�)deck
sy it
C. of pr'lect
I le:R NIDrce (electric. gas, L -lc) - ``
Manufactured Home :':' ;` ": `;
Sign :. 4,
Width
Length:
What is the square footage of the sig?
face? •
I I:i.v high is the sign?
Year
Make.
# of signs
Area of CM ng signs
Fireworks display
Are critical or ha,ardous matenais used or stored on site?
0 Yes O No
Address
Proposed use
Relocation'
Fire Safety
Finn Name
What is the current use of this property?
Previous address
Paint booth
Fire Sprinkler
Tent
Fire Alarm
Fireworks display
Are critical or ha,ardous matenais used or stored on site?
0 Yes O No
Address
Proposed use
Value
Special Inspections Required? `:
'Non -Residential Energy Code Coiiplian_ce?_.
Finn Name
What is the current use of this property?
Phone
Plane Examiner
Phone•.
Inspectors
Is there evidence of fell or excavation on the property?
O Yes O No
Are there slopes greater than 30° o on the property? (30 0 nse in 100 0)
( /%) O Yes jH1 No
Are critical or ha,ardous matenais used or stored on site?
0 Yes O No
Address
Inspector
Phone
O Concrete
O Welding
O Bolting
O Reinforcement
Address
ADDITIONAL SITE INFORMATION
Are there structures on the property? 4 Yes O No
f)er, tdennfr on site plan
\C'hat is the current property size?
(square feet or acres)
Is any part of the property within 250 feet of a shoreline?
If res, irlentrfr on ,rite plan O Yes ,07 No
What is the current use of this property?
Is your property in a designated wildlife habitat arca?
O Don't know O Yes 'CA No
Will the site be served by a septic system? O Yes O No
Is any part of the property within a 100 yr flood plain?
If yet, relent/ fF on the plan
0 Maybe O Don't know O Yes `iEl No
Are or will there be wells located on the property?
Vies. ;dentl y on the site plan CI Yes 0 No
Are [here any wetlands, streams or ponds within 200 feet of the property?
If yes, ,dent' on me plan O Yes Pr ' No
Is there evidence of fell or excavation on the property?
O Yes O No
Are there slopes greater than 30° o on the property? (30 0 nse in 100 0)
( /%) O Yes jH1 No
Are critical or ha,ardous matenais used or stored on site?
0 Yes O No
DEPARTMENT USE ONLY
'Is the property in a designated Storinwater Control Area?
' O Yes O No
Is public sewer available to the site? . , -0 Yes ' 0 No - .
Is the property inside the ASA? , ' 0 Yes O No -
- 0 Yes 0 No
Is public water available to the situ ' O Yes O No
- - . , -
Is the property inside the PSSA? " • 0 Yes 0 No - '
- - . .
Is the property located within 1000 feet of a Natural Resource Area?
-0 Yes • 0 No -
Date Recess ed
Staff Repre.entatii c.
METHOD OF PAYMENT
VISA
❑ C.\SII 0 CIII1CK111111111•1 I, . 4 El
01IC•VER
ut..� n
FAXED PERMITS WILL ONLY BE ACEPTED WITH PAYMENT OF A MAJOR CREDIT CARD
/-0S-OZ - 1•.\PI RI IS
RANKCARD NU\IBI.R.
AU'1'I IORI%Id) SIGNATURE.
SUB'f0I':\I.
- ' TOTAL FEE'
•MINLMU.N PERMIT FEE IS $35.00PLEASE
„ MAKI_ GIVERS PA ABLE I o SPOKANE'
COCNTV PERsnr CltN'rER
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS:
GARAGE OPENING AND HEADER SIZE:
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
0
z
W
J
E
L
WIDTH
RIDGE UNE -
r
L
1
1
1
A
E
Please note that while every effort is made to assure the accuracy of the information contained in this brochure is
not warranted for accuracy. This document is not intended to address all aspects or regulatory requirements for a
project and should serve as a starling point for your investigation. For detailed information on a particular project,
permit, or code requirement refer directly to applicable file and/or code/regulatory documents or contact the
appropriate division.
City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague_ Avenue #105, Spokane Valley, Washington 99205 - Tai 509-653-0035 - Fax 509-533-0037
Fallowing is a typi�t cross-section for a residential garage. It may not represent the proposed project If you are using this detail
as a portion of your plan submittal, please complete the requested information h the baxes provided on both sides of the sheet
Ths completed sheet, along with any addl5onal information needs to be submitted with your apliica5on and be on site at the time
of inspec5on.
PROTECTION AND OPENINGS BETWEEN
DWELLINGS AND PRNATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
513' TYPE 7- GYP BOARD (HASITABLE SPACE ABOVE)
• 12' GYP BOARD (RESIDENCE/ATTIC, FLOOPJCEIUNG)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOUD WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 313',
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
400 SQ. FT. TO 3000 SQ. FT.
SECTION A -A
N11IIIf=11I
Illt llll
=11111 '
6" MIN.
24"MIN.
(2) *4 REBAR
NOTE:
Diagonal wall bracing required on
each comer and every 25 feet of wall.
Walls within 3 feet of a property line or
within 6 feet of a dwelling must be 1 hour
rated. (516' type x' gypsum sheathing
on both sides of watt). Openings are not
permited in these walls. Garages over
3,000 sq. ft. require protection when
closer than 20 feet to the property line.
Parapets may be required.
ENGINEERED TRV.S+3 OR
RAFTER SIZE AND SPACING
x
ROOFING MATERIAL
ROOFING PAPER
tq3i ROOF
SHEATHING
FIu�lJls c� J . 1; ad
BETWEEN.TRUSSES
WALL SHEATHING
,u<N
7,,SIDING
6' MIN.
24" MIN.
DOUBLE TOP PLATE
WALL HEIGHT
O.C.
PRESSURE TREATED
SOLE PLATE
3-12' CONCRETE SLAB
�illl11llf -__�
6' MIN.
..
6"x12'
FOOTING
ANCHOR BOLTS
12'x9" MIN.
(7" INTO CONCRETE)
6' O. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURER_
FIGURE 1
CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation
Extent of header (Two braced wall segments)
Extent of header (One braced wall segment)
Anchor bolt per R403.1 .6 Typ.
7
Side Elevation
o 0 0 0 '0
e.°
°
o 0 e 0 'O
0;°
oo
0
0'0
0 0 0;0
OO OO
e c e,e
0 e 0:0
O O 0:0
0 0 o,e
o e o,o
0 ° °;0
O O 0:0
O OO
O O 0,0
o e o,o
°° 010
° ° o,o
o a o,o
- -.6.YIJ
■ t
Sheathing filler
if needed
16d sinker
nails in 2 rows
3" o.c.
1000 Ib header -
to -jack -stud strap
on both sides
of opening (Ref.
No. LSTA24)
Foundation per code
3/8" min.
thickness wood
structural panel
sheathing
Not to scale
--
i
r
°, ° a ° O .
1
Min_ 3" x 1 1-1/4" net header
Max.
height
10'
•
°; ; iO4
°;°; 1a
°° od
' ,
;;; n`.
°e
1
13 1,
°`°' °°
e'!ei
�
o,et i°le
°° ' •
°,e
`°'
'
--A----
.11�
�
LL___
2' to 18' (finished width)f----`P;
Fasten sheathing to header with Topplate
8d common nails in 3'grid continuity is
pattern as shown and 3" o.c. in required per
all framing (studs and sills) typ. R602.3. ,/
1000 Ib header -to -jack -stud strap
on both sides of opening
(Install on backside as shown on
Side Elevation, Ref. No. LSTA24)
Min. (2) 2x4 typ.
If panel splice is needed it shall segment per
occur within 24" of mid -height. R602.10.5
Blocking is not required.
No. of
Min. width based on 6:1 jack studs
height -to -width ratio: For per table
Min. 2"x2"x3/16" plate washer
O;
,♦0 A
0,0
r ,°Ie
,'°'°
°+a
°,°I ,eye
7 ; t
°, 100
li 1+
O,e, ,00
0,0, -
°�°� �o°
°'°' '
o,., fele
o;e;I� e o
0L 3''.z. -..z -ti -z
•
■ -- w t n a ///ffJ■ •
Anchor bolt per R403.1 .6 Typ.
7
Side Elevation
o 0 0 0 '0
e.°
°
o 0 e 0 'O
0;°
oo
0
0'0
0 0 0;0
OO OO
e c e,e
0 e 0:0
O O 0:0
0 0 o,e
o e o,o
0 ° °;0
O O 0:0
O OO
O O 0,0
o e o,o
°° 010
° ° o,o
o a o,o
- -.6.YIJ
■ t
Sheathing filler
if needed
16d sinker
nails in 2 rows
3" o.c.
1000 Ib header -
to -jack -stud strap
on both sides
of opening (Ref.
No. LSTA24)
Foundation per code
3/8" min.
thickness wood
structural panel
sheathing
Not to scale
SCALE
, 2 "= 5'
.z
1 -
T
ISS
I ro tr41 LiNe
P -es / d ence
18se()EIS
ufeet
F- -
25
-� x ST IW5
W i,
ACC. ES
fl
0
0
ro
'DA may_ Build t'r5
eoAD