2013, 11-18 Permit App: BLD-2013-2385 GarageCommunity Development Department
Permit Center
Spokane Spokane Valley, WA 99206
11703 East Sprague Avenue, Suite B-3
Tel: 509) 688-0036
leyFax: (509) 688-0037
(Staff Use Only)
PERMIT NUMBER:
PERMIT FEE:
permitcenter@spokanevallev.orgp_ v-0/
.kt(1.0(erri-i 6ti(
PERMIT APPLICATION
Et OTHER X�
SITE ADDRESS: ,€'f 7 J)o M'1'.( 0 t4.1 PA
ASSESSORS PARCEL NO.: _5-5083 , g0/00 LEGAL DESCRIPTION: f "/Z'2, M651 /X)410
BUILDING OWNER NAME: t
NAME:
ADDRESS:
/94 9J G-ev r1 VaviG ti I A env'
Cm:
STATE: ZIP:
PHONE:
5-oq— -z2-co-3$&.S
Fax:
CELL:
CONTACT NAME: VI svd IY\ vti
PHONE: .01 -95 3- - 372
FAX: CELL:
CONTRACTOR NAME: /hi55/0!4 INA int15 LAG (Clitd t9iiher-)
MAILING ADDRESS: /51/5 E, c,,N,&f Ot
CITY:
PHONE:
5fakape. 'knee.?
5-0(7-7s.3
Z ��
CONTRACTOR LICENSE No.: it.) 4
STATE: vii'%` ZIP:
99037
FAX: /U/4 CELL:
EXPIRES: 5/1-1111 4 CITY BUSINESS LICENSE NO.: O/ yoo2 f
DESCRI�E THE SCOPE OF WORK INE
AND I� D JANE U� c��
Cops h J g� ,2q >l rj2t5/'
MANUFACTURED HOME WI
FACTURED HOM
NGTH:
YEAR O • .UFA
RED HOME:
PIT SET: SEPTIC/SEWER:
MANUFAC ER:
PREVI
S ADDRESS:
PR • OSED USE:
ISCLAIMER
The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit Is for construction 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) The 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.
\1 a,lv.�
Signature
Date: ,av /g 20/3
Updated 1-11-11 Page 1 of 1
http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Manufactured_Home_Permit_1-11-11.doc
1817 ,N� Meadows Place
Prepared for: Fred & Gerry Vanguilder
Sob-
North
Scale: 1" = 20'
Home Manufacturer: Marlette
Width: 26'8" Length: 62'8"
Resident approval of site plan
Signature 'fit( date i/
Signature
S 1 1
0'
73.
MEADOWS PLACE
g'm;
� i �
**
R602.10.6.3 Method PFG: Portal frame at garage
door openings in Seismic Design Categories A, B
and C. Where supporting a roof or one story and a
roof, a Method PFG braced wall panel constructed in
accordance with Figure R602.10.6.3 shall be permitted
on either side of garage door openings.
R602.10.6.4 Method CS -PF: Continuously sheathed
portal frame. Continuously sheathed portal frame
braced wall panels shall be constructed in accordance
with Figure R602.10.6.4 and Table R602.10.6.4. The
number of continuously sheathed portal frame panels in
a single braced wall line shall not exceed four.
R602.10.6.5 Wall bracing for dwellings with stone
and masonry veneer in Seismic Design Categories
DD, Dl and D2. Where stone and masonry veneer are
installed in accordance with Section R703.7, wall brac-
ing on exterior braced wall lines and braced wall lines
on the interior of the building, backing or perpendicular
to and laterally supporting veneered walls shall comply
with this section.
Where dwellings in Seismic Design Categories D0,
D, and D2 have stone or masonry veneer installed in
accordance with Section R703.7, and the veneer does
not exceed the first -story height, wall bracing shall be
in accordance with Section R602.10.3.
Where detached one- or two-family dwellings in
Seismic Design Categories D0, D, and D2 have stone or
masonry veneer installed in accordance with Section
r
WALL CONSTRUCTION
R703.7, and the veneer exceeds the first -story height,
wall bracing at exterior braced wall lines and braced
wall lines on the interior of the building shall be con-
structed using Method BV-WSP in accordance with
this section and Figure R602.10.6.5. Cripple walls shall
not be permitted, and required interior braced wall
lines shall be supported on continuous foundations.
Townhouses in Seismic Design Categories D0, D,
and D2 with stone or masonry veneer exceeding the
first -story height shall be designed in accordance with
accepted engineering practice.
R602.10.6.5.1 Length of bracing. The length of
bracing along each braced wall line shall be the
greater of that required by the design wind speed
and braced wall line spacing in accordance with
Table R602.10.3(1) as adjusted by the factors in the
Table R602.10.3(2) or the Seismic Design Category
and braced wall line length in accordance with
Table R602.10.6.5. Angled walls shall be permitted
to be counted in accordance with Section
R602.10.1.4, and braced wall panel location shall be
in accordance with Section R602.10.2.2. The seis-
mic adjustment factors in Table R602.10.3(4) shall
not be applied to the length of bracing determined
using Table R602.10.6.5. In no case shall the mini-
mum total length of bracing in a braced wall line,
after all adjustments have been taken, be less than 48
inches (1219 mm) total.
FXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS)
EXTENT OF HEADER WITH SINGLE PORTAL FRAME
(ONE BRACED WAU. PANEL)
2"-18 FINISHED WIDTH OF OPENNG
FOR SINGLE OR DOUBLE PORTAL
PONY ALL
HEIGHT
TENSION STRAP PER
TABLE 60210.6.4
(ON OPPOSITE SIDE
OF SHEATHING)
STEEL HEADER PROHIBITED
FASTEN SHEATHING TO HEADER WITH 80
COMM ON OR GALVANIZED BOX NAILS IN 3' GRID
PATTERN AS SHOWN
HEADER TO JACK -STUD STRAP PER TABLE
R60210.6.4 ON BOTH SIDES OF OPENING
OPPOSITE SIDE OF SHEATHING
MIN. DOUBLE 2" X 4" FRAMING COVERED WITH MIN.
7116'THICK W000 STRUCTURAL PAN EL SH EATHING
WITH 80 COMMON OR GALVANIZED BOX NAILS AT 3"
Q.C. IN FRAMING (STUDS AND SILLS) AS SHOWN.
TYP.
01N. LENGTH OF PANEL PER TABLE R602.10.5
IF NEEDED, PANEL
SPLICE EDGES SHALL
OCCUR OVER ANO BE
NAILED TO COMMON
BLOCKING WITHIN 24"
OF THE WALL RID -
HEIGHT. ONE ROW OF
3" 0.C. NAILING IS
REQUIRED IN EACH
PANEL EDGE.
TYPICAL PORTAL
FRAME CONSTRUCTION
MIN. (2)12" OIAMETE R ANCH OR BOLTS
INSTALLED PER 8403.1.6 VNTH 2" X 2" X 3116" PLATE
WASHER
MIN. DOUBLE 2 X 4 POST
KING AND JACK STUD)
NUMBER OF JACK
STUDS PER TABLES
R.502.50)& (2)
NIERMITTENT BRACED
WALL PA NELPAIEL
REQUIRED ADJACENT
OPENING FOR SINGLE
PORTAL FRAME
FRONT ELEVATION
For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm.
ANCHOR BOLTS PER
SECTION 8403.1.6
SECTION
FASTEN TOP
PLATE TO
HEADER WITH
TWO
ROWS OF 160
SINKER NABS Al
3" O.C. TYP.
MIN. 7!16' WOOD
STRU CTURAL
PANEL
SHEATHING
FIGURE R602.10.6.3
METHOD PFG—PORTAL FRAME AT GARAGE DOOR OPENINGS IN SEISMIC DESIGN CATEGORIES A, B AND C
2012 INTERNATIONAL RESIDENTIAL CODE® 179
I-OUNL)A I ION FLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS: 231 -Jr X . Z4-1.-04( �:Y.; •��w� 3./5,(1379, or 61/B 11 VS4
GARAGE OPENING AND HEADER SIZE: 3,54 if.X. 4/4'e4'47
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
r it 1- -- 'r:,
111WIDTH �' —O f
SIM 0
1^4ue)t)r
ex�5�as
�aV onv e
014
L pv,,,:
?or MM
r
ex i sk.)V
7 1144d0 eo
C60\t� cesr2 13/13" or
1€. bye.\
�� bele- cic6e)c.
1
M; h . 1g „\,,
L)\\ I
rac).Q- 6l-ec-94,.
3/ 0'A l01-011
mem dew
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/40—° 0—a e dote
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N 11f..66 Amid. • • • •
Please note: it while every effort Is made b assure the accuracy of the iiorrnation contained in this brochure is
not warranted for accuracy. This document is not intended b address all aspects or regulatory requirements for a
project and shbuld serve as a stating point for your investigation. For detailed information on a particular project,
perrmf. or code requirement refer direly to applicablefdeltndlor codelregulatoty documents -or contact the
appropriate diirtsion.
FILE
orvrvi.pvc vttL.Lc Ir E31UILulivti UtErAK 11VItN 1
11707 E. Sprague Ayenue #106, Spokane Valley, Washington 99206 - Tel 509-688-0036 - Fax 509-688-0037
Following is a typical c=ss-sechon for a residenlat garage. It may not represent the proposed project. If you are using this deter
as a p9r6on of your plan submittal, please complete the requested information In the boxes prodded on both sides of this sheet
This Vital sheet, along withany ad Itiofat Information needs to be submitted with your aptr:cation and be on site at the 5me
ofd.
PROTECTION AND OPENINGS BETWEEN
DWELLINGS AND PRIVATE GARAGES SHALL HAVE:
1) MAA'ERIALS APPROVED FOR ONE HOUR FIRE
RESISTNE CONSTRUCTION ON THE GARAGE SIDE:
• 5B' 3YPE7C GYP BOARD (HABITABLE SPACE ABOVE)
• 112' GYP BOARD (RES1DENC F./ATTIC, R.00RICELING)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE
SHAT(. BE EQUIPPED WITH SOLID WOOD DOOR, SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8",
OR 20 MINUTE FIRE RATED DOORS.
ALTERNATE FOUNDATION FOR
ACCESSORY BUILDINGS FROM
400 SQ. FT. TO 3000 SQ. FT.
SECTION A -.A
NOTE
Diagonal waV bracing required on
each corner and every 25 feet of wad.
Watts within 3 feet of a property line or
within s feet of a dweffing must be 1 hour
rated. (518' type •X• gypsum sheathing
on both sides of watt). Openings are not
permitted in these wads. Garages over
3,000 sq. I1 require protection when
closer than 20 feet to the property One.
Parapets may be required.
ENGINEERED TRUSS €R -
SPACING
x @2'/ O.C.
ROOFING MATERIAL
ROOFING PAPER
ROOF
SHEATHING
SOLID BLOCKING
BETWEEN.TRUSSES
WALL SHEATHING
SIDING
DOUBLE TOP PLATE
WALL HEIGHT
\-2x 4- @ 1b'o.c.
6 M»h.
24" MIN.
1
66x12°
FOOTING
PRESSURE TREATED
SOLE PLATE
3.112• CONCRETE SLAB
ANCHOR BOLTS
tl2'x9' MIN.
(r INTO CONCRETE)
6' 0. C. OR APPROVED
ANCHOR INSTALLED
PER MANUFACTURER. MP