2006, 08-30 Permit App: 06003412 Accessory Bldg Project Number: 06003412 Inv: 1 Application Date: 8/30/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project In formation:
Permit Use: 16 X 26 ACCESSORY BULDING Contact: R D PETTY CONSTRUCTION
Address: 20111 E TRENT
C-S-Z: OTIS ORCHARDS WA 99027
Setbacks:Front Left: Right: Rear: Phone: (509)924-0773
Group Name:
Site Information:
Project Name:
Plat Key: Name: Range District: F
Parcel Number: 45214.3301 Block: 1 Lot: 1
SiteAddress: 1221 S WHIPPLE RD Owner:Name: SUNDBURG,MARSHA
Address: 1221 S WHIPPLE
Location::CSV SPOKANE VALLEY,WA 99206
Zoning: UNKN Unknown
Water District: Hold: ❑
Area: 10,114 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review
Building Plan Review Released By:
Originally Released: 8/28/2006 By: TMELBOU
Driveway/Approach Released By:
Originally Released: 8/30/2006 By: amblake
Landuse/Zoning/HE Conditions
Released By:
Originally Released: 8/30/2006 By: cjjanssen
Sewer Review Released By:
PER UTILITIES
Originally Released: 8/30/2006 By: amblake
Operator: AMB Printed By: AMB Print Date: 8/30/2006
Project Number: 06003412 Inv: 1 Application Date: 8/30/2006 Page 2 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Building Permit
Contractor: R D PETTY CONSTRUCTION Finn: R D PETTY CONSTRUCTION
Address: 20111 E TRENT AVE Phone: (509)924-0773
OTIS ORCHARDS,WA 99027
This Application: Total Project:
Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation
GAR WOOD U-1 VB ACCES. 0 $11,000.00 0 $11,000.00
BUILDING
Totals: 0 $11,000.00 0 $11,000.00
Item Description Units Unit Desc Fee Amount
RESIDENTIAL PERMIT FEE 1 SELECT $195.25
WSBC SURCHARGE 1 SELECT $4.50
SF PLNS RVW<7999 SQ FT 1 SELECT $78.10
Permit Total Fees: $277.85
All driveway approaches to be constructed per Spokane County Standards as adopted by the City of
Spokane Valley.
Minimum of 7.5' from each property line,5' from crosswalks or intersection curb and minimum of 15'
of separation between any two approaches.
Flat portion of a residential approach to be minimum of 16' wide,maximum of 30'wide and combined
approach width not to exceed 50%of total frontage.
(A)EITHE BULDING OFFICIAL IS AUTHORIZED TO REQUIRE THE PERMIT APPLICANT TO
PROVIDE FEE REIMBURSEMENT TO THE CITY OF SPOKANE VALLEY FOR ANY
PROFESSIONAL SERVICES REQUIRED OUTSIDE OF CITY STAFF REVIEW.
(B)❑SOME EXAMPLES OF POTENTIAL OUTSIDE RESOURCES INCLUDE PLAN REVIEW,
CONSTRUCTION INSPECTION AND SURVEYING.
Payment Summary: .� ... .. .. :.; r.re .N,„ar r .a. „ carr , .. _.. ... ....
Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing
Building Permit $277.85 $277.85 $0.00 $277.85
$277.85 $277.85 $0.00 $277.85
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: AMB Printed By: AMB Print Date: 8/30/2006
Project Number: 06003412 Inv: 1 Application Date: 8/28/2006 Page 1 of 2
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Project Information: _
Permit Use: 16 X 26 ACCESSORY BULDING Contact: R D PETTY CONSTRUCTION
Address: 20111 E TRENT
C-S-Z: OTIS ORCHARDS WA 99027
Setbacks:Front Left: Right: Rear: Phone: (509)924-0773
Group Name:
Site Information Project Name:
Plat Key: Name: Range District: F
Parcel Number: 45214.3301 Block: 1 Lot: 1
SiteAddress: 1221 S WHIPPLE RD Owner:Name: SUNDBURG,MARSHA
Address: 1221 S WHIPPLE
Location::CSV SPOKANE VALLEY,WA 99206
Zoning: UNKN Unknown
Water District: Hold: ❑
Area: 10,114 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0
Nbr of Bldgs: 0 Nbr of Dwellings: 0
Review
Building Plan Review Released By: 1�"" 4
Driveway/Approach Released By: r
Landuse/Zoning/HE Conditions Released B - ,
Sewer Review Released By:
Operator: AMB Printed By: AMB Print Date: 8/28/2006
CITY OFPermit Center —` `_1
11707E Sprague Ave, Suite 11:16-D� [i--. ID; lir I '`I !b ERMIT NUMBER:3 Li (T
Spokane Valley,WA 99206 l ! - lERMIT FEE:
,�,,,r� alley (509)688-0036 FAX:(509)688 , ,
'37 AUG 2( i.iiik
-
Community Development www.spokanevalley.org --1 ,___.„
or in'i
, ,__,,,,, .
FL,
,f),,,
Residential Construction --IE, , C, IL o>�is rY�cti. , Accessory Bldg
Permit Application n Addition/Remodel n Deck
Other:
bp(
SITE ADDRESS pp. I 5 ,pe_
,,a.33bk
ASSESSORS PARCEL NO: LEGAL DESCRIPTION:
Building Owner: Contracttoor f
ceri,
Name: N l 1 _ 4_ �af Name: /�-
Address: ( �o.- ( 5 �t+ /iki Address:.20/// r t+e_
Ci J -�// tate: ` Zip: Ci n / State: Zi
p.2242 a ld�� U�41/ �� �' ty /fs /J�c�fi S �/li p2
fl
Phone:' g,-,_
7 Fax: Phone: 9�7 `0 7 7 3 Fax: y..25,/_ /s 3
02 / 7 ` G�
ll i&Nok/3(a LExp Date: /O -.-/,5--e)7
Contact Personw City Business Lic.No:
Name: R ik-( e t �-(� ,;'�i� 4(
Phone: 9?3 .` 5-172,,r_.
Describe the scope of work in detail: Cost of Project: $ IIODD
4-
**************The following M ' T be complete: (write N/A if not applicable)**********************
HEIGHT TO PENS; DIMENSIONS: #OF STORIES:/ TOTAL HABITABLE SPACE:
7
MAIN FLOOR TO SQ. 2'"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
FTG: AREA:
FINISHED BASEMENT GARAG SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON
SQ. FTG: -51/ ., PROPERTY:
#OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC?
S'edv49l_
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 additio i rf. ation may be required to be submitted,and subsequently approved before
this application • :- processed, �'�
Signature /'/ Date
/
Method of Payment:
❑ Cash Check 0 Mastercard 0 VISA
Bankcard#: Expires: VIN#:
Authorize. Sign-tu 4 �`.
REVISER 0 5/20' Ill ,.. MVO'
7i A `�� I - ' -/-40
, /
I
. ,
-ki,._.„.„......_,, .......,
' :1
Nit
.-- ,
I
I
1 .
#
1 \\\
; 1
\. 10) oc
- - -
_i
1 \ /
i
17 ,
k ,
\11\1 i 1 ' N- 6
, \ v -___ I
,..1
TO s
,j...-
`''k-----5
V 1 _________ \ i• -
, -
\ Eugene F. Fisher, PE
3504 N.Kenney Rd
,‘ rr Otis Orchards,WA 99027
(509)927-0120/217-8007
Fax(509)927-0120
X
1 email:rresiemfisherght,tmail.com
i
,
,
sl
-Th-
,,,,,,,,,
s...„ .,.„,...
4\ - ‘ I
1 % . ,
i
1 r ,
b..) i.
( /9(--€._ \. i
iimminommummisminimmiminmi7
• ,Itiik . ,. -.
• `V.l'S,I,_, Eugene F. Fisher, FE
•
3504 N. Kenney Rd
i•viAsifivN,-,
- NJ 0 + 1;' ‘` ?,, Otis Orchards,WA 92027
p
;,.. \i‘,,,,
(509)927-0120/217-8007
j
. A..-.. A. o
,, CO .,,,'' le• Fax(509)927-0120
email:rmulamftshx(21.mtirAi.c .: •
. 4,4131155,0 ,c,,,,t7A:,
A of
EXPIRES: F'. . o 7 i
• a el, t
3'-z Tr-o 4 ,Pc
1-ie
# 1 ft
r
,,C./ •
..) 2_)(i 2--- u•
I ' l
4 `v
1
, t /
0 fri /
1 , •', )
----ZrA \---
g,
. ,
Ltel,(?A*
'"----1------ A 1----1,,...i„ -
r5 e, or7' oi)
, ,_
,
... .
_.... 1-- a r
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 aplrcation 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 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 .
'518'TYPE x GYP BOARD(HABITABLE SPACE ABOVE) rated. (5/8"type X"gypsum sheathing
'1/2'GYP BOARD(RESIDENCE/ATTIC,FLOOR/CEILING) 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 line.
OR 20 MINUTE FIRE RATED DOORS. Parapets may be required.
ALTERNATE FOUNDATION FOIA j ., , I ;. ..
ACCESSORY BUILDINGS FF i -'• ,''^' .:71^',. AI' INEERED T" OR
400 SQ.FT.TO 3000 SQ.Ml13!??, t jri"s., - - . ,•. SPA ING
1 I e{,:a RF F X @ 2-t0.C.
•
SECTION A-A 'f`"t {
ill •' + ' OOFING MATERIAL
i1Tf�. rt!i 77; a a. f
ROOFING PAPER
1/8" GAP
- 0,E;WEEN SHEATHING/2
ROOF I�
��`-'p SHEATHING ''
1 ' NAM(cAW a-rt eP DOUBLE TOP PLATE
l-- ,• • • a: %•%' 11111=Illi
- IN %. • III[ IIII= WALL HEIGHT I tf
II =111111_ :•• -' :-R11111a DCTWCCt4.TRUSSES
1II =1111.' • . — 24'MIN.
(2)44 REBAR � '..' Iz WALL SHEATHING
1--12"-1 2x (r, @ 1 4 O.C.
SIDING
PRESSURE TREATED
SOLE RATE
.� II
•, ,4 •: • i.; t —j + i.. 3-112'CONCRETE SLAB
r>= • ' !• • 6"MIN. 6'MIN.
'III ,: s • •7
IIMilairgift
J!C r••,..; .J'�il�--�'III' 1=�1�-
Illlialr
=11111-ffia • ISIIC1 11111—_ -` ANCHOR BOLTS
-iITaIi• ..4 .. . gli1 ', 24"MIN. 24"MIN. I '
'lla
•' •. 6 MIN. ; 1/21: MIN.
I - '
. • - (7'INTO CONCRETE)
k •�: 6.0.C.OR APPROVED
J•-,12"--I (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: t ` X Z-6
GARAGE OPENING AND HEADER SIZE: c ) z-,‹I'Z l Z >e c2_. c71°ittAJ
INDICATE THE LOCATION AND SIZE OF ALL WINDOWS AND DOORS ON THE PLAN.
WIDTH t -
RIDGE LINE
PROTECTION AND OPLNGS BETWEEN
DWELLING AND PRIVATE ARAGE SHALL HAVE: I
1)MATERIALS APPROVED FOR 0 HOUR FIRE RESISTIVE
CON 1 RUUC HON ON THE GARAGE IDE:
N ❑ S/8"1 YPE"X"GYP BOARD(H ABLE SPACE ABOVE)OR A A
I 1 1,2°GYP BOARD(RESIDENCE/ TIC,FLOOR/CEILING) I
21 OPENINGS BETWEEN GARAGE RESIDENCE SHALL BE 1 :
_ EQUIPPED WITH SOLID WOOD D0 SOLID OR HONEYCOMB CORE IF r-
STEEL DOORS NOT LESS THAN 1 3 ,OR 20 MINUTE FIRE RATED
1- 4, DOORS.
• I
•
I 1
t � }
I I
I � I
I I
L - - - - _�. :..� .. . .__ _. . . ---- .f
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.
Min. 4 ft Brace Wall Panel per R602.10.3 &R602.10.4
Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6
Min. 16, 18 or 20 in. APA Portal Frame Bracing
Engineered Shear Wall Bracing
2
Pl8./27/200E. 15:19 LUMBERPIEN'S BLDG CENTER. SPOKANE 9246-379 tin.E5- pn
.------ _. ., _ ,
Job Truss Truce rypc (Sir-71y—;
LE
jmbermen's Building Centers.Senior/1,WA 602463.4220,8 2
T. --_
I6 450 a Jtm 9 006 MITek tnduslrias.') r
nc. Need Aug 73 15:1 t�6c 2008 Pape.__
Luu
1.81.0 , e c c 144 144
114. o•o-o a D t'siaua qv e a
1
II
1
4x4
L' ,I''
i, 6
1 _ s.0oitf 1
I ,4 .. p
j�. I 7
'9„• s lI
..„.....„_„.... ,,,--------i3 , Fel ..
'iii iri*i+r i`i'rir ►r-r?�r r��*+ray+r*r•+�r�+�r��rrr+•+•+#�##*ins+..*.r�r;t�r�ipt*rlr riril� r'► +is' ��+++�r A -"'-'-'..j `
02
61
"�- a d....fr#if.�a*#*AAs d. 4 �M*t&A.ti�###,,x#.. r���4�141�4,a a a a...#A.A.4. f Alo ,i" A ..�£..; i�a'dl►�a*At
3x4= 3X8ii
Ir.
��' 1f.a•1 1p-0-0 _ 54-Ck:ta.0.1
I �o r.... - A -1—P•8177 Increase 1.15 TC 0.85 Vert LL -- ——
I.�Ap1Wt31pETl
SPACING -0-0 G61 DEFL In 0001 Ifdef! u0 • PLATES GRIP
( 310
Snow=3�0) ( 1 -C.01 4 nlr 120 M720 1851148 i
Lumber Increase 1.15 80 0.0'8 , Vort(TL) -0.00 B nlr 00
C TCL 0.07.0 Rep Stress Ir er VES W8 0.07 r iorz(TL) 0.00 8 n/2 rt/e
I BC131,, D.0 Code IR020037TPIL002 (Marls) I Watghr:56 lb
•
FR
H TOO CHORD 2 X 4 DF Bted/8td NOTES I
SOT'CHORD 2 X4 HF 1800E 1.6E 1) Truss dss fined"or wind toads in the piano of the truss only, For studs exposed
OTHERS 2 X 4 D;Stud!Std ';a wind(normal to the lace),seta Mirex"Standani Gable End Delaif
!NG 2)TOLL AGC 7.99;P1=30.8 OSP(flat ruof snow):Exp t4:Partially Exp.
I TOP! 11OAD 3)Unbalanced snow loads have been considered for this deeion.
0tru uraI wood sheathing directly appilsri or 6.0.0 OC pulliuttt. d)TMs truss has been designed For gr3:.ter of min roof live toad of 184 ps'or 200
IiOT pHORD limes slat roof load of 30.0 psi on overhangs non-concurrent with other live bads,
Rigid Felting directly applied or 10-0-0 co bracing 5)7h16 truss has hear designed Per s 10.0 est boltem Mori live load
nenoonourranl with ary other live loads
! REACTIONS tltYsize) 61 MI plates are I.5x4 MT20 unless otttenai581ndiCated,
'',1 2 242/16-0-0 b 7)THIS(rube reqwree plats inspection or the Tooth Count Medico when thin trt.so i
I tl 8 x 242/16-0-0 le chosen for qualify tiOIIuranca inep4c;ior.
I` 'i 12 ' = 220/18.0 D 8)Gable requires continuous dortam mom Wartn0.
13 It1 8)Gable studs spaced at 2.0.0 ac
1 I 14 • .,40♦ ( 0 A mit 10)Prov'do mechanical connection(by others)of truss to bearing plate capable of
y
i• 11 y i r withstanding 20 b uplift at Joint 2,23 le uplift at pint 6,6 Eo uplift at pint 3 and 5 ID
j';i 10 386118-0-0 uplift el JOlht 1 t.
Max hors 11)The truss Is designed in aoearitence with the 2003 tnte'netionat Residential
1, 2 lit 288(load case 7) Cuda sections 11502,11.1 and R80210,2 and referenced standard ANS1/TPI 1.
j �j MEau uplift
i
•27(la0ti case 5)
8 = -23(1087 case 6) LOAD CASE(S)
j! : 13 T. -S(load case 7) Standard
11 I = •6(Ioetd lase a)
' Max!pre
I'', 2 = 320(10=0 Cass 2)
8 - 328(#oad case 3)
i`', 12 • = 220(108d case 1)
f j! , 13 .e 156(iaad case 2)
iI 14 • .., 477(laedcy'te.2)
11 = 1581oad case 3) : . .
I 1 1 10 = .,!I'i1(iodd"t €"`e a)
jai ,
'.
1 FORO;F.S (lb)-Maximum Compression/Maximum Tension
TOP¢HORP
11,1, ' 1-2 • 0/94 2-3 ■ -12182 3-4 - .57130
4-5 • -98/38 5-8 - -39/38 6.7 = -57/24
iIllii 17-8 i . .72782 8-8 - 0139
1 i 1OTiCrrHORD
2.14 a 0/23 13-14 = 0/23 12.19 v 0/23
11-12 - 0123 10-11 = 0/23 8-10 2 0/23
1NEfil'o
5.12,' a -186/3 4.-13 = -15t/21 3-14 • -370/30
1 8.I1 - -161/21 7-10 = -370/39
L_—_ }_,..._ .-.-.-. _._—._ _.._.--.._. ..
',,Ll
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECT;ONS
CITY COPY
THIS BUILDING SUBJECT
TO FIELD INSPECTION CORRECTIONS
REVIEWED FOR CO E COMPLIANCE
SPOKANE VALLEY JILDI G DIVISION
-FAA If'