2006, 09-15 Permit App: 06003708 Siding, Reroof1
oj ecY
t Number: 06003708 Inv: 1
!-Application
Date: 9/15/2006
Page 1 of 2
THIS IS NOT A PERMIT °LP
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: REMOVE/REPLACE SIDING & ROOF, REPLACE Contact: SS CYRIL METHODIUS CATHOLIC CH
Address: 4315 N EVERGREEN RD
C - S - Z: SPOKAN E VALLEY, WA 99216
Setbacks: Front Left: Right: Rear: Phone: (509) 922-4527
Group Name:
Site Information: Project Name:
Plat Key: 002677 Name: TRENTWOOD ORCHARDS
GARAGE AND MAN DOOR
District: H
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
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 Information:
Review
Flood Plain
Released'B
w
Building Plan Review
Released
Driveway/Approach
Permits:
Released-By-
Contractor:
eleased- By
Contractor: OWNER
Operator: AMB Printed By: AMB
Building Permit
Firm: OWNER
Phone: (000) 000-0000
Print Date: 9/15/2006
4
12'—
I
W
>
0
C
NO CURB
2034 DH
(REP -ACE)
=w
0>
0
tow
cow
LO ,
12 SHEETS OF
1/2" PLYWD.
ON THE ROOF W/
COMPO SHINGLES
R00F EDGE
2668 SC
(R:PLAC
0"
070 0 H. DOOR
SEPLA �c''%%E-9070)
8'_4"
2'=0"
FLOOR PLAN
SCALE: 1/4"
FLOOR AREA
If
GARAGE 269 SQ. FT.
PRIVATE RESIDENCE
GARAGE REHAB
PANELS ARE 2'-0" X 7'-8"
WHICH EXCEEDS THE 1:6
MINIMUM.
4317 N. EVERGREEN ROAD
SPOKANE VALLEY, WA.
PHONE: (509) 922=4527
P.1
Oti
r
REPLACL
NEW DQOR
TOP OF
PLATE
SLAB
12 SHEETS OF
1/2" PLYWD.
ON THE ROOF W/
COMPO SHINGLES
17 SHEETS OF
1/2" T1=11
ON THE WALLS
REPLACE W
NEW WINDO
PRIVATE RESIDENCE
GARAGE - EHAf
4317 N. EVERGREEN ROAD
SPOKANE VALLEY, WA.
PHONE: (509) 9.22--4527
REPLACE W/ NEW
GARAGE DOOR
P.2 OF
1'.
4'=2"
r
PROPERTY LINE -
55�0
38'=6"
Ll -
GARAGE REHAB
(FOCUS OF PERMIT)
0
0
,- ice)
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RESIDEN6 -
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SITE PLAN
55=0"
PROPERTY 'LINE
SCALE : 1/16" = 1'-0"
EVERGREEN RD. --
I
PRIVATE RESIDE\CE
GARAGE REHA3
4317 N. EVERGREEN ROAD
SPOKANE VALLEY, WA.
PHONE: (509) 922-4527
TRAIN TRACKS
LOCATION
W
EVERGREEN RD.
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W_
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12'-4"
0
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0
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N
NO CURB
203 DH
(REPACE)
12 SHEETS OF
1/2" PLYWD.
ON THE ROOF W/
COMPO SHINGLES
Tu.]
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0
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Mw
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1_,.... -ROOF EDGE
PROTECT!N AND OPENINGS BETWEEN
DWELLING AN � PRIVATE GARAGE SHALL HAVE:
1) MATERIALSPP
PR VEO FOR ONE HOUR FIRE RESISTIVE
CONSTRUCTICCF ONHE GARAGE SIDE:
❑ 5/8" TYPE " (' GYPIBOARD (HABITABLE SPACE ABOVE) OR
❑ 1/2" GYP 8 4RD ( ESIDE ^:CE/ATTIC, FLOOR/CEILING)
21 OPENINGS BeWEE GARAGE AND RESIDENCE SHALL BE
STLPED WITH SOLI WOOD DOORS VCTT LE S THAN 13/5',
3DOOR,'. OORI20OMINU ER E HONEYCOMB
RATED CORE
TEE
DOORS.
r
' L FOOTINGS MUST fE CONTINUOUS
i-
268LA1 SC
R :PCI
2'-0"
8070 0 H. DOOR
{�EPLA E-904-9-)-
8'-4" 2'-O"
FLOOR PLAN
SCALE: 1/4" = 1'-0"
FLOOR AREA
GARAGE 269 SQ. FT.
PRIVATE 'ESIDENICE
GARAGE REHAB
PANELS ARE 2'-0" X 7'-8"
WHICH EXCEEDS THE 1:6
MINIMUM.
4317 N. EVERGREEN ROAD
SPOKANE VALLEY, WA.
PHONE: (509) 922-4527
P.1 0E 3
c
REPLACE W/
NEW DOOR
1
TOP OF
PLATE
SLAB
1
r
12 SHEETS OF
1/2" PLYWD.
ON THE ROOF W/
COMPO SHINGLES
17 SHEETS OF
1/2" T1-11
ON THE WALLS
REPLACE W
NEW WINDO
P;IVATE BESIDE\CE
GARAGE REHAB
4317 N. EVERGREEN ROAD
SPOKANE VALLEY, WA.
PHONE: (509) 922-4527
REPLACE W/ NEW
GARAGE DOOR
P.2 OF 3
4'-2"
PROPERTY LINE
0
L
38'—
r
8' —
r
f GARAGE REHAB
(FOCUS OF PERMIT)
O I 1) MATERIALS APPROVED FOR ONE H! uR FIRE RESISTIVE
CONSTRUCTION ON THE GARAGE SIDE
❑ 5/8" TYPE "X" GYP BOAR() iHABITABLE SPACE ABOVE) OR
❑ 1/2" GYP BOARD (RFSIDENCF; ATTIC, FLOOR/CEILING)
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.
PROTECTION AND OPEN'NGS BETWEEN
DWELLING AND PRIVATE GARAGE SHALL HAVE:
CN O
� 15'-0"
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J
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CC C
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00
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Nor
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1
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;
EXISTING
,,'
RESIDENT
/,,
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/
,
1
L_
SITE PLA
i
55-0"
If
PROPERTY LINE
SCALE : 1/16" = 1'-0"
< EVERGREEN RD.
GAM—G-4 W A LL - a L s —rn/J
(o Fri e5S1c1cSN4i RetG2u utt
1 1& CAS' Re- SiS Nc�
:I
VATE SES
DE\CE
GARAGE .REHA
4317 N. EVERGREEN ROAD
SPOKANE VALLEY, WA.
PHONE: (509) 922-4527
TRAIN TRACKS
LOCA11 N
1
1 -
EVERGREEN RD.
NORTH -
�.3 OF 3
FIGURE 1
CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS
OVER CONCRETE OR MASONRY BLOCK FOUNDATION
Outside Elevation
c
t�
0042
Extent of header (Two bra,' wall segments)
Extent of header (One braced wall segmentV
Anchor bolt per R403.1 .6 Typ.
Foundation per code
Side Elevation
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
(T------rr--
11
"I
O G 0 O O id
°I 0 , ° p 0
'."T
Mni. 3" x 11-1/4" net header
11
Max.
height
10'
•
—
1
✓--
4
L L _ _ _
VSO
° °
..
o °
°°
00
0.
°°
e°
o °
OyV
°4
q':
oe
0,0
o
00
°a
°
2' to 18' (finished width) -..
Fasten'lheathing 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
0 Side Elevation, Ref. No. LSTA24)
00
on
00
00
0°
0°
..
°°
00
04
°°
°0
_;°0_-
Min. (2) 2x4 typ.
Braced wall
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
:0,° height -to -width ratio: For per table
O0; ;°1O example:16" min. for 8' height R502.5(1&2)
,
00� I°i° _— Min. 2"x2"x3/16" plate washer
-6 S - b
..__,._ .
t
Anchor bolt per R403.1 .6 Typ.
Foundation per code
Side Elevation
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
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
REVIEWED FOR COD COMPLIANCE
SPOKANE VALLEY BU DIN '!VISION