HomeMy WebLinkAbout2007, 03-28 Permit App: 07000929 GarageProject Number: 07000929 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 3/28/2007
Project Information:
Permit Use: NEW ATT GAR TO MFH Contact: CLAYTON HOMES
Setbacks: Front
Site Information:
Plat Key:
Left: Right: Rear:
Name:
Page 1 of 2
Address: 15906 E SPRAGUE AVENUE
C - S - Z: SPOKANE VALLEY, WA 99037
Phone: (509) 891 -9996
Group Name:
Project Name:
MISSION MEADOWS MHP MFG HOME PK 123 UNITS District: East
Parcel Number: 55083.9601 Block:
Lot:
SiteAddress: 19414 E AUGUSTA, Lot 10 LN Owner: Name: CLAYTON HOMES
Address: 15906 E SPRAGUE AVENUE
SPOKANE VALLEY, WA 99037
Location:: CSV
Zoning: UR -7
Water District:
Area: 0 Sq Ft
Urban Residential -7
Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Review
SENESSEMOMMMORDINSWIMANOMOOMOUNIk
Hold: ❑
Depth: 0 Right Of Way (ft): 0
Building Plan Review
Released By:
Originally Released: 3/23/2007 By: TMELBOU
Landuse /Zoning/HE Conditions
Released By:
Permits:
Originally Released: 3/27/2007 By: MBASINGE
Operator: JD Printed By: JD Print Date: 3/28/2007
Project Number: 07000929 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 3/28/2007 Page 2 of 2
Building Permit
Contractor: OWNER Firm: OWNER
Phone: (000) 000 -0000
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
GARAGE U -1 VB 483 $9,177.00 483 $9,177.00
Totals: 483 $9,177.00 483 $9,177.00
Item Description Units Unit Desc
RESIDENTIAL PERMIT FEE 1 SELECT
ACCESSORY PLANS REVIEW 1 SELECT
WSBC SURCHARGE 1 SELECT
Permit Total Fees:
Notes:
Fee Amount
$181.25
$45.31
$4.50
$231.06
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
Payment Summary:
Permit Type
Building Permit
Fee Amount Invoice Amount Amount Paid Amount Owing
$231.06 $231.06
$0.00 $231.06
$231.06 $231.06 $0.00 $231.06
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: JD Printed By: JD Print Date: 3/28/2007
Project Number: 07000929 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 3/23/2007 Page 2 of 2
Contractor: OWNER
Building Permit
Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
GARAGE U -1 VB 483 $9,177.00 483 $9,177.00
Item Description
RESIDENTIAL PERMIT FEE
ACCESSORY PLANS REVIEW
WSBC SURCHARGE
Notes: ,.
Totals: 483 $9,177.00 483 $9,177.00
Units Unit Desc
1 SELECT
1 SELECT
1 SELECT
Permit Total Fees:
Fee Amount
$181.25
$45.31
$4.50
$231.06
ALL PERMIT APPLICATIONS IN MISSION MEADOWS MHP MUST HAVE PLANNING
DIVISION REVIEW BY MICKI HARNOIS OR GREG MCCORRMICK
Payment Summary: :4tIV:; . ..
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit
$231.06 $231.06
$0.00 $231.06
$231.06 $231.06 $0.00 $231.06
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: JD Printed By: JD Print Date: 3/23/2007
Vikane
Valley
Community Development
Permit Center
11707 E Sprague Ave, Suite 106
Spokane Valley, WA 99206
(509)688 -0036 FAX: (509)688 -0037
www.spokanevalley.ora.com
LI) [E (e9 E
Residential Constr ction
Permit Applicati MAR 2 007
SITE ADDRESS
9 4//4( 7./st
PERMIT NUMBER: C9 Z5:\
PERMIT FEE:
New Construction
❑ Addition/Remodel
❑ Other:
A Accessory Bldg
❑ Deck
ASSESSORS PARCEL NO: 55-()ez.) , 9t 0/ LEGAL DESCRIPTION: olU %% /�jjJh mea2US RI/19
13uilding owner
Name: et9Invl 1 0 3
Address: %S'' (, 6, E. 5,1,7.209,/,,, �jtQ
City: 6t?o L/ vJ I/1/4 Zip: 9yo 3 7
Phone: 9)1 - fjq / -q// 0'ax:
Confactyperso
Name: rK 0 I, P�
So14
Phone: (50cf J %S ?y 2_ 3
. Contractor_ .
.j
hf,buy) . ....
Name:
MAIN FLOOR TO SQ.
FTG:
2"" FLOOR SQ. FTG:
Address:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
City:
DECK/COV. PATIO SQ. FTG:
Zip:
Phone:
CONSTRUCTION TYPE:
Fax:
Lic No:
Exp. Date:
City Business Lic No:
Describe the scope of work in detail: Cost of Project:
//// r /i Do O
%1)P� 2 ja v- C, e 44 -7) ey 7/-/�
* * * * * * * * * * * ** *The following MUST be complete: (write N/A if not applicable ) * * * * * * * * * * * * * * * * * * * * **
HEIGHT TO PEAK:
/3 /
DIMENSIONS:
z x /' 23'
# OF STORIES: ,
HABITABLE SPACE:
, ij
MAIN FLOOR TO SQ.
FTG:
2"" FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
IMPERVIOUS SURFACE
AREA:
FINISHED BASEMENT
SQ. FTG:
GARAGE SQ. FTG:
3 6 V—
DECK/COV. PATIO SQ. FTG:
30% SLOPES ON
PROPERTY:
# OF BED`RvO�OMS:
CONSTRUCTION TYPE:
HEAT SOURCE:
SEWER O�� TIC?
DISCLAIMER
The permitee verifies, acknowledges and agrees by their signature that 1) If this permit is for construction of or on a dwelling, the
dwelling is /will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The
signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done
in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of
Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or
local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before
this application can be processed.
Signature
Date let Z9, 7_l�y �
Method of Payment: (Faxed permit applications will only be accepted with major nkcard)
❑ Cash ❑ Check ❑ Mastercard VISA
Bankcard #: Expires: VIN #:
❑ Other
Authorized Signature:
REVISED 8252005
Project Number: 07000929 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 3/23/2007 Page 1 of 2
Project Information:
Permit Use: NEW ATT GAR TO MFH
Setbacks: Front
Site Information:
Plat Key:
Left: Right: Rear:
Contact: CLAYTON HOMES
Address: 15906 E SPRAGUE AVENUE
C - S - Z: SPOKANE VALLEY, WA 99037
Phone: (509) 891 -9996
Group Name:
Project Name:
Name: MISSION MEADOWS MHP MFG HOME PK 123 UNITS
District: East
Parcel Number: 55083.9601 Block:
Lot:
SiteAddress: 19414 E AUGUSTA, Lot 10 LN Owner: Name: CLAYTON HOMES
Address: 15906 E SPRAGUE AVENUE
SPOKANE VALLEY, WA 99037
Location:: CSV
Zoning: UR -7
Water District:
Area: 0 Sq Ft
Urban Residential -7
Width: 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review Information:
Hold: ❑
Depth: 0 Right Of Way (ft): 0
V
Review
Building Plan Review
Released By:
Originally Released: 3/23/2007 By: TMELBOU
Landuse /Zoning/HE Conditions
Permits:
Operator: JD Printed By: JD Print Date: 3/23/2007
AEAND
TRACT 8 1
,:t. in
m 11
Ifi
f
f 75
1
Exis
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS: z3 'La X Zt a dp //��
GARAGE OPENING AND HEADER SIZE: f {p ( S -343 "x )21/3114e Zoo
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
Nei
Maki ut<
RIDGE LIE
3
1 z3'
PROTECTION AND OPEN: Va ET1rot
DWELLING AND PRIVATE ARAGE E:
1) MATERIALS APPROVED FOR 011E HOUR I RESISTIVE
CONSTRUCTION ON THE GARAGE SIDE:
❑ 5/8" TYPE "X" GYP BOARD (HAB
5c 1/2" GYP BOARD (RESIDENCE/f
2) OPENINGS BETWEEN GARAGE AN
EQUIPPED WITH SOLID WOOD DOOR
STEEL DOORS NOT LESS THAN 1 3/E
DOORS.
TABLE SPACE ABOVE) OR
TIC, FLOOR /CEILING)
RESIDENCE SHALL BE
SOLID OR HONEYCOMB CORE
, OR 20 MINUTE FIRE RATED
CONCRETE TO COMPLY T� !RC TABLE 404.1.1(1)
FOUNDATION WALLS - 3000 # PSI
SLABS, GARAGES, CAR ORTS
& PORCHES - 350 # PSI
ALL FOOTINGS MUST BE IONTINUOUS,
1
/6,1 c/co'
tl
CZ,) 2-'4 4"
t4 ��
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.
[in. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4
[in. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
[in. 16, 18 or 20 in. APA Portal Frame Bracing
ngineered Shear Wall Bracing
�.lcy yr
SPOKANE VALLEY BUILDING DEPARTMENT
11707 E. Sprague Avenue #105, Spokane Valley, Washington 99205 - Tel 509 -658 -0035 - Fax 509 -686 -0037
Following is a typical cross- seciion for a residential garage. it may not represent the proposed project If you are using this detil
as a porllon of your plan submittal, please complete the requested information in the boxes provided on both sides of this sheet
This completed sheet, along with any additional information needs b be submitted with your aplrcallon and be on site at the time
of inspeclon.
PROTECTION AND OPENINGS BETWEEN
DWELLINGS AND PRNATE GARAGES SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE:
• 5B' TYPE 'X' GYP BOARD (HABITABLE SPACE ABOVE)
• 1/2' GYP BOARD (RESIDENCE/ATTIC, FLOOR /CEILING)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHALL BE EQUIPPED WITH SOUD WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 318',
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION
ACCESSORY BUILDINGS FROM
400 SQ. FT. TO 3000 SQ. FT.
SECTION A -A
g
I =111111_
.1IIIlilll
' fIIl1I=
24' MIN.
NOTE:
Diagonal wall bracing required on
each comer and every 25 feet of wad.
Walls within 3 feet of a property line or
within 6 feet of a dweling must be 1 hour
rated. (518' type "X" gypsum sheathing
on both sides of wall). Openings are not
permitted in these walls. Garages over
3,000 sq. ft. require protection when
closer than 20 feet b the property line.
Parapets may be required.
ENGINEERED TRUSS 6R—
x ZY" o.C.
ROOFING MATERIAL
' OIQFINGPAPER
µi‘■•
is` ROOF
/ 3. SHEATHING
SOUD BLOCKING
BETWEEN.TRUSSES
A1,ttJ
'►I" WALL SHEATHING
1
6' MIN.
24" MIN.
SIDING
DOUBLE TOP PLATE
WALL HEIGHT S "fi
PRESSURE TREATED
SOLE PLATE
17111' --
6' 6' MIN.
•�-. .
6"x12'
FOOTING
ANWOR BOLTS
1/2 "i9' 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
Max.
height
10'
Extent of header (Two braced wall segments)
Extent of header (One braced wall segment)
51
0,4
or
�d
0,
O'
0 I0,
od
f[p
2' to 18' (finished width)
Fasten sheathing to header with
8d common nails in 3" grid
pattern as shown and 3" o.c. in
all framing (studs and sills) typ.
.�a
Top plate
continuity is
required per
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)
Min. (2) 2x4 typ.
If panel splice is needed it shall
occur within 24" of mid- height.
Blocking is not required.
Min. width based on 6:1
height -to -width ratio: For
example:16" min. for 8' height
Min. 2 "x2 "x3/16" plate washer
l i3
a o<
1 [3
Braced wall F '
segment per
R602.10.5
No. of
jack studs
per table
R502.5(1 &2)
aQ
Anchor bolt per R403.1.6 Typ.
4 74
0 0 G
0,0
0,0
9111
Foundation per code
Side Elevation
Sheathing filler
if needed
16d sinker
nails in 2 rows
@3 "oc
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
SIMPSON UPLIFT
STRAP
1,800 POUNDS
1-111!11. 11:111111111111MI 0111111 •
ling, 1E11111311V" 111111114110P1131811111
TWO ANCHOR BOLTS
INSTALLED IN ACCORDANCE
WITH FIGURE R4 03 .1 (1) SHALL
BE PROVIDED IN EACH PANEL.
ANCHOR BLOTS SHALL BE
PLACED AT PANEL QUARTER
POINTS
N
T M
N. WIDTH
7/16" OSB SHEATHING
3/8" MIN.
NAILED WITH Sd COMMON
OR GALVINIZED BOX NAILS
IN ACCORDANCE WITH TABLE
R6023(1) AND BLOCKED AT ALL
WOOD STRUCTURAL PANEL
SHEATHING EDGES.
BACK EACH STRAP
WIT A STUD
RECOMMENDED HOLD
IN 8" FROM EDGE OF
BRACING PANEL
moo 11111131M111' 11113111111111N111311111MMIEMMIIIRIII*111
ATIIME111 V1■11310
• •
liminommumanammounamall
.61.
• • •
a . . .• 6 . 0..2. • b..;
• • e
• •
• ••• ••• e• •• 0.•
• .•;.: .04.a. .44.; .41611, .
IN FIRST STORY OF
TWO-STORY BUILDINGS,
SHALL HAVE AT LEAST THREE
ANCHOR. BOLTS, PLACED AT
ONE-FIFTH POINTS
SIMPSON UPLIFT
STRAP
3,000 POUNDS
01, REE5-1\R -roP Al5o --rbm
oF FOUtOTOs 1 w
SCALE: 1" = 0"
ALTERNATE BRACING
PANEL
1160:.11).6 ALTER::ATE BRACED WALL P.41ELS
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 CODE COMPLIANCE
SPOKANE VALL ' :3J DING DIVISION
-`rA- 3 7