2006, 10-25 Permit App: 06004292 GarageProject 'Number:. 06004292 Inv: I
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 10/25/2006 Page 1 of 2
Project Information:
Permit Use: 12 X 21 GARAGE
Setbacks: Front
Site Information:
Left: Right: Rear:
Contact: SS CYRIL METHODIUS CATHOLIC CH
Address: 4315 N EVERGREEN RD
C - S - Z: SPOKAN E VALLEY, WA 99216
Phone: (509) 922-4527
Group Name:
Project Name:
Plat Key: 002677 Name: TRENTWOOD ORCHARDS
District: Nort
Parcel Number: 45031.0105
Block:
SiteAddress: 4317 N EVERGREEN RD
Location:: CSV
Zoning: UR -3.5 Urban Residential 3.5
Water:District:
Area: ;500:00 Acres Width: 0
Nbr of Bldgs: 0 _ Nbr of Dwellings: 0'
Review Information:
Lot:
Owner: Name: SS CYRIL METHODIUS CATHOLI
Address: 4315 N EVERGREEN RD
SPOKAN E VALLEY, WA 99216
Hold:
Depth: 0 Right Of Way (ft):;
Review :
Flood Plain
eased
Building Plan Review
Driveway/Approach
Released
Septic Sys Review
‘dO CL
Release
Landuse/Zoning/HE Conditions
Operator: AMB Printed By: AMB Print Date: 10/25/2006
Project Number: 0600x292 ' Inv: I
1
1 . '\
Penalties will be assessed for commencing work without a permit
Project Information: \\ 1
, L-1:
Permit Use: 12 X 21 GARAGE'
Application
THIS IS NOT A PERMIT
Date: 10/31/2006 Page 1 of 2
Setbacks: Front
•
Left: Right: Rear:
Site Information:
Plat Key: 002677 Name: TRENTWOOD ORCHARDS
Contact: SS CYRIL METHODIUS CATHOLIC CH
Address: 4315 N EVERGREEN RD
C - S - Z: SPOKAN E VALLEY, WA 99216
Phone: (509) 922-4527
Group Name:
Project Name:
District: Nort
Parcel Number: 45031.0105
Block:
SiteAddress: 4317 N EVERGREEN RD
Location:: CSV
Zoning: UR -3.5
Water District:
Urban Residential 3.5
Area: ',500.00 Acres
Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information: ,. y
Lot:
Owner: Name: SS CYRIL METHODIUS CATHOLI
Address: 4315 N EVERGREEN RD
SPOKAN E VALLEY, WA 99216
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Review
Flood Plain
Release'd'B
Building Plan Review
Originally Released: 10/30/2006 By: amblake
Released
Driveway/Approach
Originally Released: 10/31/2006 By: TMELBOU
Released By:
Septic Sys Review
Originally Released: 10/31/2006 By: amblake
r<<Released
Originally Released: 10/25/2006 By: amblake
Operator: AMB Printed By: AMB Print Date: 10/31/2006
Project Number:. 06004292 Inv: 1
Application
Date: 10/31/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Landuse/Zoning/HE Conditions
Permits:
'Release
Originally Released: 10/30/2006 By: Mharnois
Contractor: OWNER
Building Permit
Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Su Ft Valuation
GAR WOOD U-1 VB 269 $5,111.00 269 $5,111.00
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Notes ,w..�.....
Totals: 269 $5,111.00 269 $5,111.00
Units Unit Desc Fee Amount
1 SELECT $125.25
1 SELECT $31.31
1 SELECT $4.50
Permit Total Fees: $161.06
All driveway approaches to be constructed per Spokane County Standards as adopted by the City of
Spokane Valley.
Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15'
of separation between any two approaches.
Flat portion of a residential approach to be minimum of 16' wide, maximum of 30' wide and combined
approach width not to exceed 50% of total frontage.
Payment Summary:
Permit Type
Building Permit
Fee Amount Invoice Amount Amount Paid Amount Owing
$161.06 $161.06 $0.00 $161.06
$161.06 $161.06 $0.00 $161.06
Disclaimer:
Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information
contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be
complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of
the provisions of the code or of any other state or local laws or ordinances.
Signature:
Operator: AMB Printed By: AMB
Print Date: 10/31/2006
PROPERTY LINE
Ln
38'
1f
GARAGE REHAB
(FOCUS OF PERMIT)
L
y 15'-0"
Li
z
,
\
W�
\/
\
\\
/ ,
/
.,0'—Off /,
//
/
/
,/'
_\ /
-co\ /
/
}<
/ \
CTI \
/`'°� EXISTING
RESIDEI�t1;
(NO WOR Y\\\
IL
SIT -
55' -0" IT -
SEA\
55' -0"
0 e
I w
0 0
u0
PROPERTY LINE
SCALE : 1/16" = 1'-0"
EVERGREEN RD.
PROTECTION AND OPENINGS BETWEEN
DWELLING AND PRIVATE GARAGE SHALL HAVE:
1) r.`ATFRIALS APPROVED FOR ONE HOUR FIRE RESISTIVE
C W; ,TRUCTION ON THE GARAGE SIDE:
r7 5 r," TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) OR
,vP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING)
;.;:' FETWEEN GARAGE AND RESIDENCE SHALL BE
" SOLID WOOD 000R, SOLID OR HONEYCOMB CORE
,';u1 LESS THAN 13/8", OR 20MINUTE FIRE RATED
P9IVATE . ESIDE\CE
GAWAGE EF -1/6\3
4317 N. EVERGREEN ROAD
SPOKANE VALLEY, WA.
PHONE: (509) 922-4527
LOCATION
1
EVERGREEN RD.
NORTH \
3, 3 3E
. City of
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague Avenue #105, Spokane Valley, Washington 99205 - Tel 509-588-0035 - Fax 509-588-0037
Following is a typical cross-section for a residential garage. It may not represent the proposed project If you are using this debit
as a portion of your plan submitl, please complete the requested infonrafion in the boxes provided on both sides of the sheet
This completed sheet, along with arty additional information needs to be submitted with your aplFca5on and be on site at the time
of inspection.
PROTECTION AND OPENINGS BETWEEN
DWELLINGS AND PRNATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
' 5/8' TYPE 'X" GYP BOARD (HABITABLE SPACE ABOVE)
1/2" GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEIUNG)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8",
OR 20 MINUTE FIRE RATED DOORS. , , ),I+SH( v}u JT ¥.YIM(
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. (5/8' type 'X' gypsum sheathing
on both sides of waif). Openings are not
permitted in these walls. Garages over
3,000 sq. ft. require protec5on when
closer than 20 feet to the property line.
Parapets may be required.
ALTERNATE FOUNDATION FOR
000E - 8JJAW 1.1OITAl71RUO-1
ACCESSORY BUILDINGS FROM c?TgOgfqA3 ,e3oARA7 f EERED TRUSS OR
400 SQ. FT. TO 3000 SQ. FT. IeR * ooec . 23110F40911AFTER SIZE AND SPACING
x O.C.
£,Oh'1P0 SHIN0L
ROOFING MATERIAL
1/8" GAP ROOFING As -T
BE vVEEN SHEATHINai II CI)
ROOF
SHEATHING
ax 4-t
SOLID BLOCKING
BETWEEN.TRUSSES
C3/?)11-11-11
WALL SH THING
SECTION A -A
6" MIN.
6' MIN.
lift) I
` II L tat►
< L1OOsF 1
(2) li4 REBAR
DOUBLE TOP PLATE a XL)
WALL HEIGHT 1 I)
1-f-
2x "Iy. @ 1 & o.c.
PRESSURE TREATED
SOLE PLATE
3-1/2' CONCRETE SLAB
6'x12'
FOOTING
..k
ANCHOR BOLTS
1/2"x9' MIN.
(7" INTO CONCRETE)
6' O. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURER_
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS: id, 1-4-t X ai) 1-10 6I
GARAGE OPENING AND HEADER SIZE: X 7 a axy/a - ax95 4
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN. •
o
z
W
J
REIJG E Lft4E
WIDTH
1Z, Li--
CONCRETE
i-.
CONCRETE TO COMPLY T IRC TABLE 404.1.1(1)
FOUNDATION WALLS - 3000 # PSI
SLABS, GARAGES, CARPORTS
&PORCHES-3500#PSI
'\1 1. FOOTINGS MUST E
PROTECTION AND OP
_DWELLING AND PRIVATE
1) D.'Ar RIALS APPROVED FOR C'
CONS 1 RUCTION ON THE GARAC
0 5;N" TYPE "X" GYP BOARD (N
CI 1/2" GYP BOARD (RESIDENC
21 '.iPENINGS BETWEEN GARAGE
tPPt D WITH SOLID WOOD
i EL D00RS NOT LESS THA'
1flORS
E CONTINI InUS
iNGS BETWEEN
RAGE SHALL HAVE:
TOUR FIRE RESISTIVE
2E:
',BLE SPACE ABOVE) OR
C. FLOOR/CEILING)
'-SIDENCE SHALL BE
ID OR HONEYCOMB GORE
:R 20 MINUTE FIRE RATED
L_ .J
•
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 starting 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.
Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4
Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
Min. 16, 18 or 20 in. APA Portal Frame Bracing
Engineered Shear Wall Bracing
LANDING required on both sides of exit doors with min. size of
3 ft. measured in direction of travel by 3 ft. or width of door if
greater, and not lower than 1 '/2 in. below threshold. Landing
required at other exterior doors is a minimum size of 3 ft travel
distance by width of door, and not lower than 7 % in. below
threshold provided the door does not swing over the landing.
i
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)
7
0 O n O Dpi
° a ° a 0
0 0 0 O o
l(
Min. 3" x 11-1/4" net header
y,
/d
Max.
height
.
00'
0 0;o
° °
°°
a 0,
0 °:
aa;
00,
0 0
e`;
01,
°s
°lt
1
0`,
``
°
°,e
1
°I° I
I
010
°;a
°1a
2' to 18' (finished width) f
Fasten sheathing to header with Top plate
8d common nails in 3" grid continuity is
pattern as shown and 3" O.C. in required per
all framing (studs and sills) typ. R602.3.2
1000 Ib header -to -jack -stud strap
on both sides of opening
(Install on backside as shown on
Side Elevation, Ref. No. LSTA24)
el
` ,
, I
°'°
I ,
0•a'
,
°; ,
I,
01°,
«a' Y
° °�
I
°'°
°,,
°;o
°,°
Min. (2) 2x4 typ.
Braced wall
If panel splice is needed it shall segment per
occur within 24" of mid -height. 8602.10.5
Blocking is not required.
No. of
Min. width based on 6:1 jack studs
°°'
o;
,
0,0,
O,0,
3L�''a_'8''i"E
••
i°�°
,00
,010
SPI°./
height -to -width ratio: For per table
example:16" min. for 8' height R502.5(1&2)
Min. 2"x2"x3/16" plate washer
all}-_.�-_L�.----
~'
Anchor bolt per R403.1.6 Typ.
Side Elevation
0 0 0
a 0 0 0 IY
0 0 0 0 0 IP
0 0,
o
a o,
0,
0;
0
o'a
010
0
0,0
0
0
°
0
0
0,0
0.a
0,°
o;a
0,0
°
°
0,0
0,0
°,0
Oi0
0
0
0,
Foundation per code
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)
3/8" min.
thickness wood
structural panel
sheathing
Not to scale
.16
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
4.4
Kiley
REVIEWED FOR GGuE COMPLIANCE
SPOKANE VALLEY B II DIN 'DIVISION
— -1L‘k____Al_o_ / 06
10/25/2006 15:09 5093241567
;OCT 25 2006 15:41 FR
Ps3je:1Number: 060043S" Twr 1
SRHD EHS
App i cation
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permt'
TO 3241567
Dace: 10125/3006
E012 t l Ft] orm= aL
yen ii.Usc: 12X21Ot43A
GE
Sc R ads: Front Lcft: Bight Rrm :
PAGE 01/01
P.01/03
d?' i
ENVI,
c c cr Y M TRODRIS CA'.
Addlta : 4915 N EVER(;1tEZN RD
C _ g . Z: SPWCAN Z VALLEY, WA 97115
Phone: (109) 922.4527
Comp Nam=
Projoct Na3
Srtr deAdiefu
1'yct Key: 002677 Name: TAP',NCWOOD ORCMARDS.
glpnk: Lot:
Pavelrrumbc: s4Q11.01os �Hpp1U9 CA7710LI
SitcAddness: 4317 N EvW'RGRffiN RD Owner Mime: SS CYIUL ME
/taros: 4315 N EVY,ROREEN RD
SPOKANE VALLEY, WA 99216
District: Nark
Tocador►:: CSV
Zoning: X1-4 Urban ReSldonpa13.5 Ro1d ❑
Warck.District:
Area: '.500A0 Aeras
Width: b Depth: 0 R gtrt Of Way (R):
Nbr oflsidgs' n Nbr 011)woII egs: 0
view gf Nn: 11
— _
11.084 Plata
building Plan RevIrw
Drivoway/AppruuwL
Septic Sys Rovinw
LnndueeiZonlsagtHR ennditions
Opcsator• AMS
OCT 25 2006 16:32
•
• u'� /%��I'.1.{tel rr . 'Sri _ a..l.1.1: t.It,1'.�
Printed Dy AMB ' print nate' 10125/2006
5093241567 PAGE.01