2008, 05-01 Permit App: 08001632 Addition Project Number: 08001632 Inv: 1 Application Date: 05/01/2008 Page 1 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information:
Permit Use: 12 X 21 ADDITION TO EXISTING ATTACHED Contact: INTEGRITY REMODELING
GARAGE Address: P.O.BOX 8556
C-S-Z: SPOKANE,WA 99209
Setbacks:Front Left: Right: Rear: Phone: (509)455-4395
Group Name:
Project Name:
Site Information
Plat Key: 002730 Name: VALLEY VIEW ADD District: Nort
Parcel Number: 35252.0601 Block: Lot:
SiteAddress: 5925 E 17TH AVE Owner:Name: NASH,KAY
Address: 5925 E 17TH AVE
Location::CSV SPOKANE VALLEY WA 99212
Zoning: UR-3.5 Urban Residential 3.5
Water District: Hold: ❑
Area: .00 Acres Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review In ormation: F ...._,... �aa,
Review
Building Plan Review Released By:
Landuse/Zoning/HE Conditions Released By:
Sewer Review Released By:
Operator: JD Printed By: MT Print Date: 05/01/2008
Project Number: 08001632 Inv: 1 Application Date: 05/01/2008 Page 2 of 3
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
Building Characteristics
Total Area 252
Stories 1
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation So Ft Valuation
OTHER BLDG U-1 VB ROUTING 0 $52,600.00 0 $52,600.00
ONLY
Totals: 0 $52,600.00 0 $52,600.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $664.75
WSBC SURCHARGE 1 SELECT $4.50
SF PLNS RVW<7999 SQ FT 1 SELECT $265.90
Permit Total Fees: $935.15
Mechanical Permit
Contractor: OWNER Firm: OWNER
Phone: (000)000-0000
Item Description Units Unit Desc Fee Amount
GAS APPLIANCE<=100,000BTU 1 NUMBER OF $12.00
VENTILATING FANS 1 NUMBER OF $10.00
Permit Total Fees: $22.00
Plumbing Permit
Contractor: OWNER Firm: OWNER
Phone: (000)000-0000
Item Description Units Unit Desc Fee Amount
SINKS 1 NUMBER OF $6.00
GARBAGE DISPOSAL 1 NUMBER OF $6.00
Permit Total Fees: $12.00
Operator: JD Printed By: MT Print Date: 05/01/2008
Project Number: 08001632 Inv: 1 Application Date: 05/01/2008 Page 3 of 3
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
CONTOL AREA FOR DRAINAGE MORITORIUM SEE MAPS FOR SPECIFICS
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $935.15 $935.15 $0.00 $935.15
Mechanical Permit $22.00 $22.00 $0.00 $22.00
Plumbing Permit $12.00 $12.00 $0.00 $12.00
$969.15 $969.15 $0.00 $969.15
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: MT Print Date: 05/01/2008
Apr 29 08 07:06a INTEGRITY 5094438222 p.10
Apr 2B OH uS:uup a resc .......,.....,
ran*Center
O ne 11703 E Sprague Act,Smite D-3 PERMIT NUMBER:
Spore Ya/ey,WA 89106
�Y (3I9)618-0I3S FAX(509)6111-0 037 PERMIT FEE:
Community Madwomen* mw w.spuLaaerrlkc..w
Plumbing Permit Application ❑Commercial ( )Residential
SITEADDMES& 54 ZS ., ii xi.' Ave-.
B oxer
: FacName j(� /IlsJk stmt �+P
Address: 7 Cay:
Contractor
PFac
Nance:
Address: Com: Stmc 71P:
Licasso No: CilyBusiness Li¢
Contact
Nam: PYawa --_
DESCI0P110111OFWORK 0OFUNITS X COST = TOTAL AMOUNT
1 TOILETS VACIER CLOSET.010ETS _X MO =
X sem =
2 lHttlQAt-S
X ;Roo =
3 TUBS
4 SHOWERS(PER TRAP) L BNTN.STAU.ON.SIIE BUILT X , 911m =
• IAVSMASI 1S.B/MR.FLOOR IeTCIODN.
5 SINKS LAUNDRY,UTILITY,JANITOR,PHOTO. ' X IMOD =
X-RAY,FOOD,Pte. SMRV MEAT
B DISHWASHER X 09.00 =
7 cLORHESWASHERX $1OM =
M GARBAGE DISPOSALI , x LOAD = 6
9 WATER SOFTENER x SROM
10 ELECTRIC WATER HEATER NOTE: IF GAS,SEEX 0800 =
A X I9.o0
11 FLOOR DRAINS
CONDENSATEy12 ROOF ONWNS1OVERFLOWDRAINS X MOD =
13 FOUNTAINS.DRINKING X SSW c
WATER PIPINEN RAMI l WASTE. INSTALLATION.ALTER/MON REAI R. X SEM =
14 VENT.PtWSMG.REVERSAL REVGRSMS
15 SEWAGE EIECTOR GRINDER.SWOP PNM ,X 59.00 =
ICE/AMOR COFFEE IMAICEA.HOSE BM,
IS WATER USING DEVICE STEM0E3t X 0500 =
PROOFSA,CARBOINTOR.MAW
COOLER .
VACUUM BREAKER,GIECE VALVE
AND RP/W.0.FOft VATS,TANKS. X 09.00
17 CROSS COMMON DEVICE BOILERS
GREASE TRAP.S II>TRAP, X MOO =
19 INTERCEPTORS CIBSCM.HOLDINGTANK
19 ,MEDICAL OAS M Ladle¢ ISTROUS.OXYGE1 . X 95.00 ,
20 M1SCEI.LNEOUSPLUMBING FCCTUREX IMOD , _ .
21 PRWATE SEWAGE DISPOSAUSTS X 720.00 =
22 INDUSTRIAL WASTE INTERCEPTOR X $15.110 =
SUBTOTAL
iZ
METHOD OF PAYMENT:
PROCESSING FEE
OcASH 0 CHECK I7 visa. I]MC EXPIRES: 535.00
Card! VOM TOTAL FOUNT FEE OUE
AUTHORIZED SIGNATURE:
Effective October 28,2007
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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 aplricalon and be on site at the time
of inspection.
PROTECTION AND OPENINGS BETWEEN NOTE:
DWELLINGS AND PRNATE GARAGES SHALL HAVE: Diagonal wall bracing required on
each corner and every 25 feet of wall.
1)MATERIALS APPROVED FOR ONE HOUR FIRE Walls within 3 feet of a property line or
RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: within 6 feet of a dwelling must be 1 hour .
'5/8'TYPE")C GYP BOARD(HABITABLE SPACE ABOVE) rated. (5/8'type 7C gypsum sheathing
'1/2'GYP BOARD(RESIDENCE/ATT1C,FLOOR/CEIUNG) on both sides of wart). 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 THAW( 3/8', loser than 20 feet to the property rine.
OR 20 MINUTE FIRE RATED DOORS E i tp.s ;.�5 ' 14.+, VQ�}red
ALTERNATE FOUNDATION FOR , ,,4f?s cF.9t-JA$4,40 2..
ACCESSORY BUILDINGS FROM s r„-i 14 00 i a'31• 0FiOci , ENGINEERED TRUSS OR
400 SQ.FT.TO 3000 SQ.FT.
x @ ' "O.C.
SECTION A-A �J
ROOFING MATERIAL
iN
R000O FING PAPER
- • Ay/4)
�=
i0 y ROOF
SHEATHING 't
.• - IIM DOUBLE TOP PLATE
r. •.. ... 1 l.�af' tc/i!J irc S 4j
• = d• • ,: : IiIII�iG q�
:Ira.1. •... ;: ••11IIaIIIIff SetWALL HEIGHT .lb
II lilllL•
• _ .IIIIII BETWEEN.TRUSSES
II - -1111,a-' ” — 24"MIN.
1 JA 03
(2)44 REBAR + " WALL SHEATHING-7
1-12---I / \-2x C @ I.f,60.0.
Water- Resistive SIDING)
Barrier required PRESSURE TREATED
under siding SOLE PLATE
•4 •4 •' • •N:• i•• 1 _r + • 3-1/2'CONCRETE SLAB
r..'- • '•.•!ti • v 6"_ _ r MIN. 6'MIN. _•1 f
I ' ' •+
alga •' r•• ;• ,! :;I! 1 il'!1E1I •. ��
=i111=I11t, • < • 811— ='Ili=' - ANCHOR BOLTS
111E-h' •�e : %,jl' 24"MIN. 24"MIN. 6"MIN. i : 1/2510MIN.
1 .••..., • • (7'INTO CONCRETE)
' '• • : 6'O.C.OR APPROVED
1-.-12.-.4 (2)#4 REBAR 6"x12' ANCHOR INSTALLED
FOOTING PER MANUFACTURER.
FOUNDATION PLAN
PLEASE COMPLETE THE FOLLOWING INFORMATION AND ADD ON THE DRAWING BELOW.
BUILDING DIMENSIONS: I--C Y.--t22
GARAGE
U2-
GARAGE OPENING AND HEADER SIZE: ,1
O rE/✓ M- '' 51/bX t I I bL /t
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN./
WIDTH 21
FUDGE LitiE -
I r
CONCRETE TO COMPLY TO IlC TABLE 404.1.1(1) x,
FOUNDATION WALL -3000# PSI I
(4
Y
SLABS, GARAGES, ARPORTS&PORCHES- 500# PSI
I
4 l ALL FOOTINGS MUST E CONTINUOUS
Au
,‘,,,,b If = VIC)(1j L.I .....t
1, ‘,, 6 ., 1
11!
i
45).1-° v•A"A)a`ii
ri,h L J
L — —
—
�(N +4 A--t)6(t_
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 starling 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.
8602.10.4 Brace Wall Panel min.48 int—96 in.
R602.10.5 Continuous Wood Structural Panel Sheathing
R602.10.6.1 Alternate Brace Wall Panel min.28in.-42in.
Reliled**2 Memos Brace Wall Panel rnin.i8 -24in.
IBC 2305 Engineered Shear Wall Bracing
R602.10.6.2 Agnate braced wall panel adjacent to a
deer or window opening.Alternate braced wall panels full-length outer studs of each panel. The clear The tie-down devices shall be an embedded-
' constructed in accordance with one of the following pro- span of the header between the inner studs of each strap type,installed in accordance with the manu-
visions are also permitted to replace each 4 feet(1219 panel shall be not less than 6 feet(1829 mm)and facturer's recommendations.The panels shall be
mm) of braced wall panel as required by Section not more than 18 feet(5486 mm)in length.A strap supported directly on a foundation which is con-
R602.10.4 for use adjacent to a window or door opening with an uplift capacity of not less than 1000 tinuous across the entire length of the braced wall
with a full-length header. pounds(4448 N)shall fasten the header to the side line.The foundation shall be reinforced with not
of the inner studs opposite the sheathing. One less than one No.4 bar top and bottom.
1. In length
ofosy lesthan
buildings, each panel shall have a
amelsertutt—ireit-tessitram_~'J8=i11etr-Riiameter(16 Where the continuous foundation is required to
length not less th16 inches(406 mm)and a
mm) and installed in accordance with Section have a depth greater than 12 inches(305 mm), a
height of not more than 10 feet(3048 mm).Each R403.1.6 shall be installed in the center of each sill minimum..12-inch-by-12-inch (305 mm by 305
panel shall be sheathed on one face with a single
plate.The studs at each end of the panel shall have a )eontinnons footing or turned down slab•edge
lawood
structuralo3/tpanel
hea h ng nailed
(10w rt Sd a tie-down device fastened to the foundation with „.ieape�nitted at door openings in the braced wall
wood panel sheathing nailed with ce an uplift capacity of not less than 4,200pounds
common or galvanized box nails in accordance P P ty ...line.This continuous footing or turned down slab
with Figure R602.10.6.2. The wood structural (18 683 N). 441gashall be reinforced with not less than one No.
panel sheathing shall extend up over the solid sawn Where a panel is located on one side of the open- .44.bar top and bottom.This reinforcement shall be
or glued-laminated header and shall be nailed in ing,the header shall extend between the inside face lapped not less than 15 inches(381 mm)with the
accordance with Figure R602.10.6.2. Use of a of the first full-length stud of the panel and the bear- reinforcement required in the continuous founda-
built-up header consisting of at least two 2 x 12s ing studs at the other end of the opening.A strap tion located directly under the braced wall line.
and fastened in accordance with Table R602.3(1) with an uplift capacity of not less than 1000 pounds 2. In the first story of two-story buildings,each wall
shall be permitted. A spacer, if used, shall be (4448 N) shall fasten the header to the bearing panel shall be braced in accordance with Item 1
placed on the side of the built-up beam opposite studs.The bearing studs shall also have a tie-down above,except that each panel shall have a length of
the wood structural panel sheathing. The header device fastened to the foundation with an uplift not less than 24 inches(610 mm).
shall extend between the inside faces of the first capacity of not less than 1000 pounds(4448 N).
EXTENT OF HEADER
AIN-
PORTAL FRAME(TWO BRACED WALL PANELS)
EXTENT OF HEADER
SINGLE PORTAL FRAME(ONE BRACED WALL PANEL)
A 9..
; M 401115" NETHEADERMI [ • I.
► i I.41M . . . 1.
i•• 6'TO`18' Cr
i E;d TYPICAL PORTAL '.: ..-
:p E<�'`\ FA ITOP PLATE TO HEADER WITH TWO
-i, •1'•. 1000 LB FRAME •.1i.-
.r t, ROWS OF 160 SINKER NAILS AT 3'O.C.TYP. STRAP CONSTRUCTION
-1•i
.,Ni:,
10Q( Li3 STAAP OPPOSITE SHEATHING
FOR A PANEL SPLICE
•,•+ (IF NEEDED),PANEL ' ; j
-rrt � FA SHEATHING TO HEADER WITH 80 COMMON OR
-I•; ,• EDGES SHALL BE
•- GALVANIZED BOX NAILS IN 3'GRID PATTERN AS SHOWN AND BLOCKED,AND OCCUR
MAX 111 •
•' 3"O.C.IN ALL FRAMING (STUDS,BLOCKING,AND SILLS)TYP. ;
HEIGHT .- WITHIN 24"OF MID- •C
10 ••j HEIGHT.ONE ROW OF La...s...a..:
-,•i MINmy$ Tri=18'FOR ONE S TYP.SHEATHING-TO- ;
MIN.WIDTH=24'FOR USE IN THE FIRST OF TWOFRAMING NAILING IS 111-
4 STORY STRUCTURES REQUIRED.
!i IIF 2X4 BLOCKING IS
�•, ;i� -'`'MIN.2x4 FRAMING MIN. USED,THE 2X4'S MUST
•!• I•;_ DOUBLE BE NAILED TOGETHER U
3/8'MIN.THICKNESS WOOD 2x4 POST
STRUCTURAL PANEL SHEATHING WITH 3160 SINKERS
• ...JJJ
••- 1' WM:4200 LB TIE-DOWN DEVICE(EMBEDDED INTO 1
CONCRETE AND NAILED INTO FRAMING) MIN.1000 LB
'• TIE DOWN
~ _SEE SECTION R602.10.6.2 " �cNck eoi.r /144•t DEVICE t,...1.-.•-I
4;, R .R,, reP 4 Borroft OF tnot.tnrcl.I non A►-r-., <.. t
6 I_... .. - .-.. . . Y •-
{ t
FIGURE R602.1O. .2 .
ALTERNATE BRACED WALL PANEL ADJACENT TO A DOOR OR WINDOW OPENING
140 2006 INTERNATIONAL RESIDENTIAL CODE®
WALL CONSTRUCTION
1011
ORIENTATION OF STUD MAY VARY.SEE FIGURE R602.3(2) 1
76d NAIL AT t 2 IN.0-C. GYPSUM WALL BOARD INSTALLED IN I
/ACCORDANCE WITH CHAPTER 7
11_r 01111
N
8d NAIL AT 6IN.O.C. 8d NAIL AT 121N.0.C.ON ALL WOOD STRUCTURAL PANEL
(AU.PANEL EDGES) FRAMING MEMBERS NOT AT INSTALLED IN ACCORDANCE
PANEL EDGES WITH TABLE R602.3(1)
(a)OUTSIDE CORNER DETAIL
ORIENTATION OF STUD MAY VARY.SEE FIGURE R602.3(2)
GYPSUM WALL BOARD INSTALLED IN
ACCORDANCE WITH CHAPTER 7(INTERIOR)
•
16d NAIL AT 12 114.0.C. WOOD STRUCTURAL PANEL ,
INSTALLED IN ACCORDANCE
WITH TABLE R6023(1)
8d 6 IN.D.C. FRAMING
MEMNAILBERS AT PANEL EDGES AND 12 IN.
G.C.ON ALLAT FRAMINGALL MEMBERS NOT
spud
AT PANEL EDGES
(b)INSIDE CORNER DETAIL
For SI: I inch=25.4mm.
Gypsum board nails deleted for clarity.
FIGURE R602.10.5 I
TYPICAL EXTERIOR CORNER FRAMING FOR CONTINUOUS STRUCTURAL
PANEL SHEATHING;SHOWING REQUIRED STUD-TO-STUD NAILING
,Zr
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74
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'Noftt1 N'"y,tl`s ���
Wap/
Z' 9N, o
en 91A Ie
/ 91A )NQS)
s
. . ,
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
,OR YTEMS PRIOR TO FRAMING
ft.)NS
CITY COPY
THIS BUILDING SUBJECT.
TO FIELD INSPECTION CORRECTIONS
.0,001/311.ey
REVIEWEDr::)DE r".7
omPLIANCE
SPOKANE v,'','_LF:-: 7;ti, 31N r)V!S!ON
110 T14 AVE
PLANNING DEPT. APPROVED40,
BY. 4/..m _,04,...i
2s` DATE:_ _ Z51 ZureN4'"4' c}t...,
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