2006, 03-06 Permit App: 06000683 Addition Project Number: 06000683 Inv: 1 Application Date: 3/6/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
:, a'tuAr�ta':we: ,.,ns;t:ta,,.�,Wt�+:.,r\a* aarr�uansr ^a.�c•;; �, s'R:>m :..srro ,:?:v:war,+� %+�sss°esm^xa..a�»a..�..;.eta °.°d:ct. :w.,«k.+.,,,.sswt:awaa :.w-°.: ,s. ^,:a.
Permit Use: Additioin to home 1296 sq ft Contact: NERSKI,NATALYA&RUSLAN
Address: 809 S WOODRUFF RD
C-S-Z: SPOKANE VALLEY,WA 99206
Setbacks:Front Left: Right: Rear: Phone: (509)714-7483
Group Name:
Project Name:
Site Information:
Plat Key: 002704 Name: UNIVERSITY PLACE District: Sout
Parcel Number: 45204.0768 Block: Lot:
SiteAddress: 809 S WOODRUFF RD Owner:Name: NERSKI,NATALYA&RUSLAN
Address: 809 S WOODRUFF RD
Location::CSV SPOKANE VALLEY,WA 99206
Zoning: AGRI
Water District: Hold: ❑
Area: .00 Acres Width: 68 Depth: 150 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 1
Review Information:
,�„.,,x.�u� r!s�&r .t*r`,- " 8�`P rc�a'��'"u_6 �^a�"m�oatn,7Vtffikia.s"r3+dai 4!�Zlk�"m',. �.�kc.��.,. b`�aAP"�'�'(��'4±"d'a».,.§ m;.,4k�,✓k�.".:�,'ll;�u�lit,�.#und�kr.�
Review
a J br•
.�
Building Plan ReviewRelease$ `" ° /'Q
,"'4 r,
Landuse/Zoning/HE Conditions
Building Permit
Contractor: OWNER Firm: OWNER
Phone: (000)000-0000
Operator: AMB Printed By: AMB Print Date: 3/6/2006
Project Number: 06000683 Inv: I Application Date: 3/9/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: OWNER Firm: OWNER
Phone: (000)000-0000
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
1&2 FAMILY R-3 VB 1,296 $111,935.52 1,296 $111,935.52
Totals: 1,296 $111,935.52 1,296 $111,935.52
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $1,060.95
WSBC SURCHARGE 1 SELECT $4.50
SF PLNS RVW<7999 SQ FT 1 SELECT $424.38
Permit Total Fees: $1,489.83
Notes: :-' ,. m :,, Nwmaw mi. e rc,irnaa ,rv :; . Ae ,.
Payment Summary: Jaz � ,yam - � au .k .„� , uar. sa.w �� w:� � ;ns
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $1,489.83 $1,489.83 $0.00 $1,489.83
$1,489.83 $1,489.83 $0.00 $1,489.83
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:
C r(
$ /t) 6-11.3\
Doldr of
C
Coir aF /(R- `7r
tkra./ <Sa
Operator: AMB Printed By: AMB Print Date: 3/9/2006
i Permit Center �,
S ol�arie 11707 E Sprague Ave, Su 6 ��l �` / I-] L'H
% PERMIT NUMBER: a 33
410000 Valley Spokane Valley,WA 992
(509)688-0036 FAX:(509 688-003MAR 0 3 zuPERMIT FEE:
Community Development ‘v-wi.v.s okanevalle .or
E) UULi� (ll �`-!A
Residential Construction ❑ New Construction o Accessory Bldg
Permit Application , Addition/Remodel o Deck
o Other:
SITE ADDRESS -80C( 5 W „c( Vi it
ASSESSORS PARCEL NO: 14 J— ?MI,b74PT LEGAL DESCRIPTION:
$wilding ovine / .: Contractor. /
Name: CO U h ti�VSNc I Name: l(,5/414 ii-evj/ Wi Yi C ok 54 v C'if_7.
Address: ('OCt S w O o ci d ! C / Address:
City: tcci,L 1V Zip: sq 2 0G City: Zip:
Phone:Sr�7 l 71/6( Fax: Phone: Fax:
Lic No:(?HC O/1 Exp.Date:
Contact Pers o'
i/ City Business Lic No:
Name: K o( 0 !ley s‘i. I%
Phone: 7111 7116‘, HLC2/Y Iq
5-Ok6
oo
Describe the scope of work in detail: Cost of Project: $ 1 5` �
t-Ac t c C, ti\ ?Do aSe ,jq-f-e i tki
iaic�u'-o� �.4Cbok
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ. 2Nu FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
FTG: AREA:
/2-%
FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON
SQ. FTG: PROPERTY:
#OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEEROR PTIC?
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 Ci If Spokane Valle, Development Code. Referenced codes are available for review at the City of
Spokane Valley Permit Ce e . ' r'ty of '•pokane Valley Permit is not a permit or approval for any violation of federal,state or
local laws,codes or ordin•n•es .) 'la or .'ditional information may be required to be submitted, and subsequently approved before
this application can be ,, .- --d.
Signature L Date 1"1^4✓ '3 06
Method of Payment: (Faxed permit app ications will only be accepted with major bankcard)
0 Cash 0 Check 0 Mastercard 0 VISA 0 Other
Bankcard#: Expires: VIN#:
Authorized Signature:
REVISED B/252005
Sjökàre
t F
11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevalley.org
Residential Plan Submittal Minimums
❑ Completed Building & Mechanical application with: Accurate address, Parcel
Number and/or Legal Description, description of work, owner and contractor
information, signature, and date.
❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans
With details, roof plan, framing plans & details.
❑ Show the height of any proposed buildings or accessory structures.
❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each
Room (including sq. footage of house and garage on plans) Show each
level of existing house and square footage of any additions.
❑ All braced wall panel types: show locations and details of installation, including
engineered design.
❑ Egress windows: Provide at least one window or exterior door approved for
Emergency escape or rescue from a basement and in every room for sleeping.
❑ Smoke detector locations
❑ 22" X 30" attic access location
O 18" X 24" crawl space access:
❑ One-hour separation detail: between house and garage
❑ Floor framing details: Joist type, size, spacing and installation details
❑ Roof framing plan and details
❑ Furnace and hot water heater location.
O All header locations: type, size, and connections
❑ Foundation plan
O Insulation information
_ SARIN.WIDTH
7/16"OSB SHEATHING
. 3/S"MW.
t NAILED WITH Sd COMMON
OR GALVINIZED BOX NAILS
IN ACCORDANCE WITH TABLE
R6023(I)ARID BLOCKED AT ALL
WOOD STRUCTURAL PANEL
SHEATHING EDGES.
. \ \,. \ ro
1-
f
ED4
E.'21!
SIMPSON UPLIFT E BACK EACH STRAP
r WI7'EI A STUD
STRAPE
1,SOD POUNDS -_ .. ,
RECOMMENDED HOLD
• • 1 IN S'FROM EDGE OF
��ei� �[ 1;is:,;. ,r,' • BRACING PANEL
I
1 1 ----demi •,'1`1,,,r1"1,.,1 N I r ru III -i I mI I Iir mmi",IN 7 II;r
..•0•: .•Oti .•0,1 : .•b: .•b• IN FIRST STORY OF
° TWO-STORY BUILDINGS,
t•.•0•• •.•Ot•.•d ti•.'bt .' .I e • SHALL HAVE AT LEAST THREE
I. ANCHOR BOLTS,PLACED A7
• � ',.•
• '• ... • ''• ► '41.•
\ •
=�l r-1 ••I -. -. 1 91 '.e1 ONE-FIFTH POINTS
•a•.•A.% •.•0% . 0. �t•.•dt•.•d• •• ,• .• ,t . A% dt . d%
L.• ,. • t . bt dl d
...• .,• ••• • ••• ••• •ir
. • • °
t .•0% . •.•Ot . d•• . •• . At . •S•
•. i,•' _ .•••
• ': • '• • : • ••• • •.• • •
t . bt _ ..•bt . d• �t•.•dt•.•Pa . Pa .
• • '•°• �-• '• ''• •' SIMPSON UPLIFT
t . dt . dt . Ot . Ot . dt . Ot 0• t dt dt . b• t . •• a... . dt
• • : • • • • .. • ••• • '•• • • • ••. • '✓ STRAP
' •. •• • 3,OD0 POUNDS
t bt . Ala . 01 ,•dt . 0% . 0% .�Ot I% ..0.%. •Ot dt . •t ...5., . ...6% .
TWO ANCHOR BOLTS t .•d; P.
•
.•dtb
.• t .•dt . 0% ..0% ..0% .'0t
INSTALLED IN ACCOP.DANCE ; ; • 'b..
' • '' - '
WITH F]GURER403.1(1)SHALL , •
.•bt . 0% . Des . 1:••• . Ps . 0% . Pt . 6% .b •.
•
BE PROVIDED IN EACH PANEL. .• • • • ! . . ► . •
ANCHOR BLOTS SHALL BE
PLACED AT PANEL QUARTER. SCALE:1" r-D"
POLN4TS
•
•
ANE •---1
Recite.ALTE:tNA•rE BRACED%kw.r.UEiS i
1 1
•
WSEC TABLE 6-2
PRESCRIPTIVE REQUIREMENTS°,1 FOR GROUP R OCCUPANCY
CLIMATE ZONE 2
Glazing Glazing U-Factor Doors Wall12 Wall? Wall? Slabs
Option Areal': U- Ceiling2 Vaulted Above int ext Floors on
%of floor Factor Ceiling Grade Below Below Grade
Vertical Overhead" Grade Grade
10% 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10
int'
II. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10
R-56
Ill. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10
R-56
IV. 25% 0.35 0.58 0.20 R-38/ R-30/ R-21 R-15 R-12 R-301 R-10/
Group R-1 U=0.031 U=0.034 int'/ U=0.029 F=0.54
Occupancy U=0.054
Only
V. Unlimited 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10
Group R-3 int'
Occupancy
Only
VI. Unlimited 0.32 0.58 0.20 R-38/ R-30/ R-21 R-15 R-12 R-301 R-10/
Group R-1 U=0.031 U=0.034 int'/ U=0.029 F=0.54
Occupancy U=0.054
Only
* Reference Case
0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with
Section 601.1.
1. Minimum requirements for each option listed- For example,if a proposed design has a glazing ratio
to the conditioned floor area of 13%,it shall comply with all of the requirements of the 15% glazing
option(or higher). Proposed designs which cannot meet the specific requirements of a listed option
above may calculate compliance by Chapters 4 or 5 of this Code.
2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings.
3. Requirement applicable only to single rafter or joist vaulted ceilings.
4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the
4 interior to the same level as walls above grade. Exterior insulation installed on below grade walls
shall be a water resistant material,manufactured for its intended use,and installed according to the
manufacturer's specifications. See Section 602.2.
5. Floors over crawl spaces or exposed to ambient air conditions.
6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended
use, and installed according to manufacturer's specifications. See Section 602.4.
7. Int.denotes standard framing 16 inches on center with headers insulated with a minimum of R-5
insulation.
I
COOPERATIVE EXTENSION
WSEC Builder's Field Guide 5th Edition WASHINGTON SLATE UNIVERSITY 1-7
4 ENERGY PROGRAM
fa i .oc
20 ` 0 Min. 4 ft Brace Wall Panel per R602.10.3 &R602.10.4
The stale is 1/8" • 1' SO1 w oieJ(UIE + 9 pr'D 'v vL`"i- A Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
C Y hA-V �- 2 • a l o ✓ Min. 16, 18 or 20 in. APA Portal Frame Bracing
fl��6�. �
H— o I Engineered Shear Wall Bracing
E ?ess windows openable (�
H -38'8"_r • ` 44do� ,I 0
GYPS M BOARD USED FOR
_ A 'T IOR BRACED WALL
tCON TRUCTION SHALL BE
I - - (2 -\\"1 FAS ENED NO FURTHER
THAN 7" O.C.
41 f0 / r ` � y 111 p.
I
EAUST FANS
I— - _ S�U4 kien
—r 1e bathrooms
16 .T 1 & 1 ndry V r rfl
Ip II 2 sik tcT mtl
9 sl-
[ I 64o SQA 60::: �
�,
l T7 lotI
171
, Ctveof . .
EMGEN( EGRESS REQUIREMENTS
7
�1 FR• SLEEPING ROOMS
I)NFT R(1:1R-Pp::
P INC 5.7 SQUARE FEET
r- �3---.�• -,t L_- GRAOI - ENING(MAX 44") 5.0 SQUARE FEET
2)NE i AF IPE -NG HEIGHT 24 INCHES
- )NET An OP INC WIDTH 20 INCHES
--- - _'o— 4)Mi 'H S'+ED' LL HEIGHT 44"ABOVE FLOOR
5)E�': .,E N Y E" APE&RESCUE OPENING SHALL BE
vo , a,-..,, I THE USE
K FR S THE INSIDE Of THE ROOM WITHOUT
41.111111 �'�- `�' �-- t THE 11SE �I KEYS R TOOLS
Es'windows openable 115-.6i
� SMOKE ALA SHALL BE INTERCON-
5.7 sq. ft. - 44" sill +00 F.E h e,- NECTED NO 0 WIRED IN SUCH A
�, vQ MANNER THAT ACTIVATION OF ONE
L '� ALARM WILL TIVATE ALL ALARMS.
P�� ✓�7 (BEDROOMS, ° REAS APPROACHING
0 1 2 3 4 5 6 7 g 9 10 BEDROOMS ," c
VAULTED CEILING
WITH RISF OF 24 & C" _ACH FLOOR)
PROTECTgN AND OPENIN BETWEEN
mommovionmaintsmimmunnom
DWELLING AND PRIVATE GARAE SHALL HAVEinimminumimmormommuommuma
fi10R ALTERATIONS,REPAIRS OR ADDITIONS
t)CS I C41 6-0.3( k 0 VS-4- b LI V (,2(C)MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE n
ONSTRUCTION ON THE GARAGE SIDE: REQUIRING A PERMIT OCCUR,OR WHEN ONE OR MORE
A cid0 5/8"TYPE"X"GYP BOARD(HABITABLE SPACE ABOVE)OR SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING
t-4-( 0 VI ,Zq , SQ F 0 1/2"GYP BOARD(RESIDENCE/ATTIC,FLOOR/CEILING) DWELLINGS,THE DWELLING UNIT SHALL BE PROVIDED
2)OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW
Z CO Kt,.�trL Q IC EQUIPPED WITH SOLID WOOD DOOR,SOLID OR HONEYCOMB CORE DWELLINGS.
Q STEEL DOORS NOT LESS THAN 1 3/8",OR 20 MINUTE FIRE RATED
DOORS.
Pia c$C L!f4 l',1. 6-0,Y N1101.3.1 –Attic insulation certification required as to
R–value or coverage. Markers, attached to trusses or
rafters, required for every 300 sf of attic space with 1
inch high numbers for installed thickness of insulation.
CEILING: %2"GWB if perpendicular to rafters or
trusses 24"o.c. and no water based texture used—
otherwise 5/8" GWB. `
j
1
I:NT
'Ertl , ....,
L.3" — UPC 508.2–Water heaters require anchoring or
strapping at upper and lower one third points to prevent
horizontal displacement during earthquakes. Strapping
CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1) Radon Mitigation System Required shall be a minimum of 4 inches above controls.
With 6 mil Vapor Barrier
FOUNDATION WALLS -3000# PSI
SLABS, GARAGES, CARPORTS Anchor Bolts- Minimum 1/2"x 10"with 7"concrete
&PORCHES-3500# PSI Minimum depth for frost protection in the City of embedment at 6' o.c. and 12"from ends of sill plates.
Spokane Valley is 24 inches measured from the bottom
ALL FOOTINGS MUST BE CONTINUOUS of the footing to finish grade. Grade slope away from
LANDING required on both sides of exit doors with min. size of 3 building a minimum 6 inches in first 10 feet.
ft.measured in direction of travel by 3 ft.or width of door if FACTORY-BUILT FIREPLACES:
greater,and not lower than 1 '/2 in.below threshold.Landing Combustion Air Required
required at other exterior doors is a minimum size of 3 ft travel Hearth Clearances per Manufacturer's Instructions
distance by width of door,and not lower than 7 3/4 in.below Tight Fitting Doors Required
threshold provided the door does not swing over the landing.
-_ yo/ r r1-wApyd A)0 _r-Ln4 1-* -w� _ 4-* ,..
� !o; _ • s
....
i'
�y S Snag ��... b II•j
r..i t,; `°�� ..a p
I
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9.0..X.
y , lio
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... . , . ,,.....
II 7 ,i.NM'E
Iliel)''' )
I 1 1%11d
nfl 1,... ..... i sir5sfvf -1.3%-- 1 .... , i
rrA •
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lk
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1.., , 4,- - 1 -,' ...., . 21%.: t
s 44 ■••�•c ", VI TIE '
IN 4T,14
A9 i
r e IZ
, �0��� V SAV .; 1 ca.! , A .1^ 4"AA vo lO W/1 •
-1
�� \ /►O 164 r1 x .. roll lso I AO-) 1
S >fa4 ref^fro ' +.-a-, S+S'°r - c A t )t J
1 p i 5-1-, a iM ah f a c`�v,ret d '}-r s�..e,S . .
• F vv f(0.-4 `�i-t' ,
•
)11
, ."^"... ‘100,-N 1--Yil 541 11 4711'4,
if/IL et. E-- Cl.____tr.
J ,.�-�i a,ir sttos
foe vR.,4-, V
4-- t .' - - �: t ,- .3 0154-S.
II JtI1l G^ 01
Li\orl (fed.
tIAdditional roof details ay..'mile with BC FRAMER®software. (See page 16)
*boosted plate for slope greater than'Mr4t�; ttAd s 2x4 one side for 135 Web stiffener required each side.
lase o. ter than 4/12,use birdsmouth cut or ate"o,c. PLF max.2x6 one side (see web stiffener detail,page 10).
„rio
sear a tor. for 240 PLF max. t.
a \,,,,-..40)fr \\ l
\!! 5113"or," �- r �._.,',,,""/..,../."
•
`/ , \ backer block. \ iif 2x4 blockin for ..N
�� „� �� N1 P Soffit support. •\�111\: �,
(I\
or USP TMP connectors or equal cantye 4'-0"horiz.
et in beveled plate for slopes from 3112 td' \\N See mote below for 1
2'6"horiz. Birdsmouth cuts. 2'6"max.
Backer block.
-cc bevel-cut joist beyond Web stiffener required each side. Nail with 10-10d
,/,,:, !,..e.-,
u`ace of wall I (see web stiffener
i detail,page 10). Top'.nge „ j nails
joist ha aer `'• 7f. /,
�- ii; i' "
liN7
_. 01
I
1tai 1t)-10d nags.
See note below for j
Birdsmouth cuts.
2'-6"max. tlpll joist hanger "
las r • P
ispece MSTA36 or USP MSTA36aVep VERSA-tAM°LVL +kilSf�i36a�r ._ = required
l@d nab where slope exceeds 7/12.
support bpm. .0S.P MSTA36 drat sii4t web
ak 1-,...5"155,..i.-
a ` -REQUIREMENTS
' '' �€ - _ Requirements on page 10.
ti;
•
,
."a''' , ,, v.',^. ,," " 'i. r i JOISTS FROM THE WEATHER
}t P'' , ' .'- ' ere intended only for applications that
asM � = t protection from the weather.
� Eta.Joists should be covered and
'y '. -f';'-:''''''''' ':'-'11Cit -. t �f the ground on stickers.
S '‘'.:t.".-74-:. .a x # SLOPE'-rt' _. . ,
p .
-nr' ? ,. ___ ..cr,use noted,all roof details are valid for
fxtl�<netiis =r 2 ir.12 or less.
t inch into tie lam-
:4710N
lin 1%inch,pre-stamped knock-out holes spaced
m -alt12 inches on center along the BC15 Joist may all
$ - 'be knocked out and used for cross ventilation.
or 2 x Consult a ventilation expert for specific
requirements.
er2x_
ar2's BIRDSMOUTH CUTS
4t�i� ',;" `7� , 7:5773„, : - • BCI'Joists may be birdsmouth cut only at the low
_ end support.BCI"Joists with birdsmouth cuts may
rawdt � cantilever up to 2'-6"past the loo,end support.The
r bottom flange must sit fullyor the support: � � - 9 r.. and may, barroYr.�fjnfpit de h not over-hang the inside face of the support.High
tirjjnedc sin :_ a. :,-inches to avoid a end supports and intermediate supports may not beeft birdsmouth cut.
iiattii diessire dial s
eased lerMaar t tastier
q
City of
SPOKANE VALLEY BUILDING DEPARTMENT .
11707 E.Sprague Avenue#106,Spokane Valley,Washington 99206-Tel 509-688-0036-Fax 509-688-0037
Following is a typical 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 in the boxes provided on both sides of this sheet
This completed sheet,along with any additional information needs to be submitted with your apllication and be on site at the time
of inspection.
PROTECTION AND OPENINGS BETWEEN NOTE:
DWELLINGS AND PRIVATE GARAGES SHALL HAVE: Diagonal wall bracing required on
each corner and every 25 feet of waft.
1)MATERIALS APPROVED FOR ONE HOUR FIRE Walls within 3 feet of a property rine or
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: within 6 feet of a dwelling must be 1 hour
'5/8"TYPE X"GYP BOARD(HABITABLE SPACE ABOVE) rated. (518'type x gypsum sheathing
*1/2'GYP BOARD(RESIDENCE/ATnC,FLOOR/CEIUNG) on both sides of wall). Openings are not
2)OPENINGS BETWEEN GARAGE AND RESIDENCE permitted in these walls. Garages over
SHALL BE EQUIPPED WITH SOLID WOOD DOOR,SOLID OR 3,000 sq.ft.require protection when
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8", closer than 20 feet to the property Gne.
OR 20 MINUTE FIRE RATED DOORS. Parapets may be required. 1 \
1
Attic Ventilation
1
1 Sq Ft per every 300 Sq Ft of space �,
ALTERNATE FOUNDATIONS nilated with at least 50%in the upper ��
ACCESSORY BUILDINGS Fp-Rt 4ion of roof area. ENGINEERED TRUSS OR
400 SQ.FT.TO 3000 SQ.FT. RAFTER SIZE AND SPACING
Attic Accessible x @ 7'1 o.c.
bSECTION A-A v x 30
40#felt for ice ROOFING MATERIAL 4•5�� 1 OAK ,gyp-P
darn protection ROOFING PAPER ��s`;l
T6 2y /t.1Sra� 'Q h CVO'.
Ori ` ' �►.� - 0 ► .
a 1/8" GAP ROOF \�._�
_ : N SHEATHINMTMwG
•• - Z DOUBLE TOP PLATE
. _ r•. lmll 111 SOLID BLOCKING (
"•---111111a•!. ';. ;: ' [IIIIIIIIL WALL HEIGHT Y 261 r.;s" '`,
11 =111111_ - . ff111111® " BETWEEN.TRUSSES
-III —1111K= .f 24 MIN.
' �I �• _ I X T, t, L 'CJI' R 2+1
(2)#4 REBAR ; 1 WALL SHEATHIN
I—,r—I "h�y? �2x b @ 24 O.C.
�`N llam«
SIDING-
- PRESSURE TREATED
7 711 t &J V't....I!I ••' 3I H T SOLE PLATE
`( r.i:s 1 H0 i 1'3t1`.� 3 ' s' i 4 p c)
WENN* ": I -r + \ ,i' 3-112"CONCRETE SLAB
•
--- •�t•• .I 6"MIN. 6'MIN. j .
/
Elillc •. (r,•,y .111E-Ilii — _ '
I=VIII-iIIIG� • I�IL;I— IIIII 'i'!'r6ryi=
Il lIah l IC=
gill !'' 24"MIN. 24"MIN. 6.iHis, r. 1 ORNOLTS
I •1: (T INTO CONCRETE)
- % 1 : 6'O.C.OR APPROVED
' J-)2"-4 (2)#4 REBAR 6"x12" ANCHOR INSTALLED
'FOOTING /PER MANUFACTURER.
PROVIDE DIAGRAMS AND
FOUNDATION PLAN ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADDI I *FFt€1fi DRAWING BELOW.
BUILDING DIMENSIONS:
GARAGE OPENING AND HEADER SIZE:
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
WIDTH
RiDG E LINE -
r
•
k. f
see I WM.Peri
� I
Cl_ COPY
i I I
L J I
ITHIS BUILDING S ECT
I ® - _.®..
-� - TO••FI EL-D4NSPECTION• R- ECTIONS
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.
REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLEY P`-II.D IG DIVISION
3 9 _ �-