2005, 09-12 Permit App: 05003345 Pole BldgProject Number: 05003345 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 09/12/2005 Page 1 of 2
Project Information:
Permit Use: DETACHED POLE BUILDING
Setbacks: Front
Left: Right: Rear:
Site Information:
agummure
Plat Key: 002955 Name:
WOODLAWN PARK
Contact: ALBERTSON, MATT & STACI
Address: 1008 S PARK RD
C - S - Z: SPOKANE VALLEY, WA 99212
Phone: (509) 879-9290
Group Name:
Project Name:
District: F
Parcel Number: 35244.0901
SiteAddress: 1008 S PARK RD
Location:: CSV
Zoning: AGSUB
Water District:
Area: .00 Acres
Block:
Width: 0
Nbr of Bldgs: 1 Nbr of Dwellings: 1
Review Information:
Lot:
Owner: Name: ALBERTSON, MATT & STACI
Address: 1008 S PARK RD
SPOKANE VALLEY, WA 99212
Hold: ❑
Depth: 0 Right Of Way (ft): 60
Review
Site Plan Review
Released By:
Plan Review
Originally Released: 09/12/2005 By: KKENDAL
Released By:
Sewer Review
Released By:
Permits:
Originally Released: 09/12/2005 By: cjjanssen
Operator: CJJ Printed By: CJJ Print Date: 09/12/2005
Project Number: 05003345 Inv: 1
Application
THIS IS NOT A PERMIT
Penalties will be assessed for commencing work without a permit
Date: 09/12/2005 Page 2 of 2
Building Permit
Contractor: OWNER Firm: OWNER
Phone: (000) 000-0000
This Application: Total Project:
Description Grp Type Notes Su Ft Valuation So Ft Valuation
GARAGE U-1 VB 720 $13,680.00 720 $13,680.00
Item Description
RESIDENTIAL PERMIT FEE
STATE SURCHARGE
Notes:
•
Totals: 720 $13,680.00 720 $13,680.00
Units Unit Desc
1 SELECT
1 SELECT
Permit Total Fees:
Fee Amount
$237.25
$4.50
CONTOL AREA FOR DRAINAGE MORITORIUM SEE MAPS FOR SPECIFICS
Payment Summary:
Permit Type
Building Permit
Fee Amount Invoice Amount
$241.75 $241.75
$241.75
Amount Paid Amount Owing
$0.00 $241.75
$241.75 $241.75 $0.00 $241.75
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: CJJ Printed By: CJJ Print Date: 09/12/2005
Sp"okane
Valle
CsS -3 1 BUILDING PERMIT APPLICATION WORKSHEE
City of Spokane Valley Community Development Departmel
Building Divisio
11707 E. Sprague Avenue, Suite 10
Spokane Valley, WA 9920
one: (509) 683-0036; Fax: (509) 688-003
rte. Street Address:
C UI b tTE`1NPORMAT[ON
/00 8 S, )06,(4__ Jeb% 0,1-1
Assessor's Tax Parcel Number(s):9:7944:COD I
Legal Description:
PERMIT DESCRIPTION:
Building Permit
❑ Relocation
f�lY _
❑ Change in Use ❑ Grading ❑ Manufactured Home
❑ Tenant Improvement ❑ Fire Safety ❑ Other
OWNER/APPLICANT INFORMATION
)fl Owner: %I d- S f7tu e.:13vrl
Phone6_67,*?9•`iz9a Fax:
Address: /008 .5 4q j
itystate
Zpf Code
❑ Contractor:
Phone: Fax:
Address:
City
❑ Applicant:
Phone: Fax:
Address:
City
State Zp Code
❑ Architect:
Phone: Fax:
Address:
State Zp Code City
Contact:
WA State Contractor License #:
Spokane Valley Bus. Liscense #:
Contact:
State Zp Code
PERMIT/BUILDING INFORMAT[ON
HEIGHT TO PEAK:
/it
DIMENSIONS:
K 2.4?.3 K. Io
# OF STORIES:
MAIN FLOOR TO SQ. FTG:
2"" FLOOR SQ. FTG:
UNFIN BASEMENT SQ. FTG:
FINISHED BASEMENT SQ. FTG:GARAGE
k
SQ. FTG:
7Z0
DECK/COV. PATIO SQ. FTG:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
HEAT SOURCE:
# OF BEDROOMS:
TOTAL HABITABLE SPACE:
IMPERVIOUS SURFACE AREA:
COST OF PROJECT:
30% SLOPES ON PROPERTY:
SEWER OR ON-SITE SEPTIC
SYSTEM?
MANUFACTURED HOME
Width:
Manufacturer:
Length: Year.
RELOCATION
Pit Set:
Previous Address:
Proposed Use:
FIRE SAFETY
Fire Sprinkler.
Tent:
# of Heads: Fire Alarm:
Paint Booth:
Fireworks Display: Blasting: Date/Time:
Valuation: Above/Underground Storage Tank Size:
WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE
Plans Examiner:
Address:
Phone:
Fax:
City State
Inspector. Phone: Fax:
Address:
Zip
City
State
Zip
SPECIAL INSPECTIONS
❑ BOLTING ❑ CONCRETE
Firm Name:
❑ REINFORCEMENT
Phone:
Inspector(s):
Fax:
❑ WELDING
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.
Ownership of resuJg deve
Print Name
t rights granted by any issued permit inure
othe
prop -,-1 •w - r.
Signature �►®► . `�
4 TT 'I-16,e_TS l
Method of Payment: (Faxed permit applications will only be accepted with major bankcard)
Cash
Bankcard #:
Authorized Signature:
❑ Check
❑ Mastercard
❑ VISA
Expires:
VIN#:
D Other
1 Okie.nuiLt •
LANNING DEPT. A
70'
/
Job Name:
Truss ID: TO1
Qty: 1
Drwg:
I ba8 X -LAIC xesCrT 5372 WOO' D
1 0- 2-12 7760 5.541' 7.75•
2 21- a- a 2760 5.50' 2.75•
tato P$QDfAonorre 00w11 are b.544 04e1.T
cm the truss notarial at Barb bearing
TC row= LEL ffim Cbl
1-2 -6361 0.11 0.38 4.48
2-3 -5310 0.12 0.17 0.49
1-4 -5310 0.11 0.37 0.49
4-5 -6301 0.11 0.38 0.48
V
-4
D
7
'3
b7/nb/Ln07
DC FORCE all. 8ND Cal
6-7 5907 0.41 0.03 0.46
7-e 3950 0.22 0.07 0.28
E-9 3950 0.22 D.D7 0.28
9-10 5907 0.43 0.01 0.46
RIB POHQ CSI 118 FORCE
2-7 -1714 0.41 3-9 1011
3-7 1591 0.53 4-9 -1714
CBL
0.53
0.11
TC 2x6 001. 2400E -2.0E
BC 206 DFL 2400E -2.0E
WEB 2x4 DFL STUD
Lumber shear allowables are per NDS.
THIS DESIGN IS THE COMPOSITE RESULT OF
MULTIPLE WAD CASES.
Loaded for 10 PSF oonoancurrem OCLI_
Lorded for 200 Ib non-0oncurrerd moving 8CLL
ASCE7-02 SNOW LOAD DESIGN CRITERIA:
Pg= 40 psi', Ce=1.0,1=1-O.C1=1.10
Designed for a posl•frame building
application.
1
D esigned per ANSlTP11.2002
This design does not aco0unl lor long lean
time dependeM loading (creep). ',Aiding
Designer must account for this.
Rehm to Joint QC Derail Sheet for
Maximise Rotational Tolerance used
IRC419C muss plate wadies are based on
testing and approval as required by IBC 1703
e nd AN9VT01 and are reported In available
documents such es 1060 51607.
4
5
4-9 S=6.6 4-6
24.0-0
design based on chord bracing Spirited
pet the following schedule:
rrtax 0.C. from to
TC 24.00' 0-0. 0 24- 0- 0
BC 120.00" 0-0.0 24-0-0
UPLIFT REACTION(S):
Support CSC Wind Non -Wind
1 -56510
2 -56610
TMs truss Is designed using the
ASCE7-02 Wind Specification
Bldg Enclosed r Yea. Importance Factor =0.97
Truss Location = Not 5,11120110
Hurricane/Ocean Line = No , Exp Category = C
®dg Length= 54.00 rt, Bldg Width • 24.00 R
Mean roof hralgh( = 14.25 H, mph = SS
TPI Low Berard, Dead Load = 3.6 pat
Designed as Main Wind Force Resisting System
and Components and Cladding
Tributary Area =120 sqh
T
44-1
MX/6.16 15HIP
6
7
6 9
10
104.1
MAX DEFLECTION (span) :
Mai la MBA 7.8 (LIVE)
La -0.29' Do--Ot04' T=-0.33'
Joint Locations
1 00.0 6 0-2.0
2 6- 4-13 7 6- 6-14
I 12. 0-0 i 12.0-0
417-7-3 9 15-5.2
S 24- 0- 0 10 24- 0- 0
EXPIRES: 01113:00
All plaits are 20 gauge Truswal Connectors unless preceded by 'MX" for HS 20 gauge or for 16 gouge, posttloned per Join. Detail Reports available from Truswal software, unless noted.
9/ 7/2005
Scale: 3f16" = 1'
TIMBERLINE
TRUSS
6525 N. FREVA, SPOKANE WA. 9021
7
WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor.
Tt:s design is too an indi.iiva_ hddmg compote' mi miss haws h las tarn ttsd an srec£1:aeioas 91Osided 311113,113(7103101 n of l=ee
scot dant E. w-ocdan:e e.;th eine cental .CtiSM or TPI 1114 AFP.1 design se 114.145 Wes negr,nsl46ry. is assvme4 ler dinasso)nsl as ,rary. Dinaxmct6
1_-4 lobe lrrifiel tr tie chilies em coa.femercr mdlie bo4lup desiper prim to 1.1101t 71r 1s3Anp destare.Dux seemsea thio[ 1x lams
eitscd on 0245 design ane en exceed the Isa.ing 1mpo.ai t5 dr bell hulling mit awl the peri. -air a [X08.30. the nein amens thin de- op chant
is ImvalIy braced ty 13e roar re now fletleiog icer Or solar dorsi It luerear trw-d In • sirii stuthbly menial dironly nu. -:rt, wane wheru w-
mied. Brae by s1 =o :s as Wesel eapp.n of mrtuyeaae_< menhrs only to .educe fuel:iino knpd, This cermooeni Eo0 me bo pb24 in any
ensskponrn' au s.7-0 COOK' the- w-'imn' COneenl of the wed w eseeed 196 m.l'm Cause onnecto, glue mrrosiaa Fa6i eie, tec fk. ds,
ami Mahe this tress in emardsmr eil she folle+.ina s..,dwd,: 'lobo 1,1 Cutting Dere@ Reports awibble is pulpa. frons Teen.° software.
ANSI/TTI1'_ "WTCh 7 - Wad Tress Comeil 0f America Pushed D.jp Reaporubnlr'.ien.'HM4DL1r:G JNSTALLLNG &.'D BRACING METAL
PLATE CONNECTED WOOD TRUSSES' - (1119-91) m4-1113-91 SWM ABY SHEET b1 IPL Tim Truss 01.14 lusanne?PI? is bcatoi n DY sofa
Alsiiraa t9iromi 53119. The An mere Fnress On5 Pain- Aueciriln (APPA) is leered es 111 119th Street h'N', S:e 003. Washington. D; 20036
Eng. Job: .EJ.
Chit: CLP
Dognr. CLP
WO: STOCK -2003
TC Uwe 40.00 pot
TC Dead 5.00 ps1
BC Live 0.00 psi
BC Deed 1.00 pal
TOTAL 46.00 ps1
Outface L=1.15 P=1.15
Rep Mbr Bnd 1.00
O.C.Specing 5- 0-
Design Spec I3C-2003
Seqn 16.4.24 - 0
A"Al
CONTRACTOR TO VERIFY
ACTUAL NORTH ON JOBSITE
.d
PROTECTION AND OPENINGS BETWEEN
DWELLING AND PRIVATE GARAGE SHALL HAVE:
1) MATERIALS APPROVED FOR ONE HOUR FIRE RESISTIVE
CONSTRUCTION ON THE GARAGE SIDE:
❑ 5/8" TYPE "X" GYP BOARD (HABITABLE SPACE ABOVE) OR
❑ 1/2" GYP BOARD (RESIDENCE/ATTIC, FLOOR/CEILING)
2) OPENINGS BETWEEN GARAGE AND RESIDENCE SHALL BE
EOUIPPED WITH SOLID WOOD DOOR, SOLID OR HONEYCOMB CORE
STEEL DOC RS NOT LESS THAN 1 3/8", OR 20 MINUTE FIRE RATED
30'
10' 10' 10' F W A LKW A
N VI
N
O
O
SCSJ
0
Do
x
to OPTION:
4" CONCRETE SLAB NOTE: ALL POSTS ARE
ON GRADE, SMOOTH PT 6x6 #2 HEM FIR,
TROWEL FINISH UNLESS NOTED OTHERWISE
EMBED ALL 4x
/ I IN 12"0, 2'-0" DEEP
(\� 3068(� I` /
DETAIL 1/S3
TYP
FOUNDATION PLAN
12'
/ -1` . 1 24'
�—/
12'
-T vN
SCALE: 3/16"=1'
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE
2003 INTERNATIONAL BUILDING CODE.
2. ALL FRAMING MATERIAL SHALL BE HEM FIR NO. 2 OR
BETTER. DOUGLAS FIR NO. 2 MAY BE SUBSTITUTED AS
AN ALTERNATIVE. WOOD IN CONTACT WITH EARTH
AND/OR CONCRETE SHALL BE PRESSURE TREATED, 0.6
RETENTION.
3. CONCRETE DESIGN BASED ON A COMPRESSIVE STRENGTH
OF 2500 PSI AND NO SPECIAL INSPECTION PER UBC 306
REQUIRED. RECOMMENDED CONCRETE STRENGTH IS 4000
PSI FOR DURABILITY ONLY.
4. ROOF SHEATHING SHALL BE PAINTED 29 GA. RIBBED
STEEL. FASTENED SHEATHING TO PURLINS WITH 1 1/2"
#9 SCREWS WITH NEOPRENE WASHERS AT 9" C/C.
5. SIDE SHEATHING SHALL BE PAINTED 29 GA. RIBBED
STEEL. FASTENED SHEATHING TO GIRTS WITH 1 1/2" #9
SCREWS WITH NEOPRENE WASHERS AT 9" C/C
6. TRUSS MANUFACTURER SHALL VERIFY LOAD BEARING
POINTS FOR ALL TRUSSES.
7. (4) 16d GALV. NAILS MAY BE SUBSTITUTED FOR (3) 20d.
8. DESIGN LOADS:
LIVE LOAD: 20 PSF
SNOW LOAD: 40 PSF
WIND SPEED: 90 MPH EXP C
SEISMIC ZONE: D1
SOIL BEARING: 1500 PSF
NOTES
®
= AT
C/C
= CENTER TO CENTER
DBL
= DOUBLE
GALV
= GALVANIZED
HD
= HOT DIPPED
MIN
= MINIMUM
PT
= PRESSURE TREATED
SCSJ
= SAW CUT JOINT
SW
= SHEAR WALL
TYP
= TYPICAL
LEGEND
EXTENTS OF CONCRETE SLAB
.O 37708
SSjpNAL�G
I EXPIRES 08/18/ t,0-71
r�rrrtw u OT: t,' AUUKtJS H Rt UNK L tl UUNL: PP,OJECf SHT. IME SMT. NO,
DATE: 8/31/05 PROJ. NO.• 1914.0 / 3142 1008 SOUTH PARK MATT ALBERTSON FOUNDATION PLAN c
DING. NO.: 0 SCALE: NOTE SPOKANE ALL A 99212
ffm I SPOKANE COUNTY 24'x3O'xi O' POLE BUILDING AND NOTES J 1
(21) 20d HD GALV
(3) SIDES, STAGGERED
1" EXPOSED
12
a CONCRETE
4
SLAB
PRE ENGINEERED TRUSSI
GRADE +
2x6
GIRTS
iF IIII
S TO POST WITH AT 24" C/C
70d
EIIIE
(RU
BOLT AND TYP,
U.N.O.
IIIIIIIII
14'
(GALV
NAILS,
MIN DEPTH I I M I IE
PRE—DRILL.
NOTCH POST AND
3'-6lEll
10'
FIT
TRUSS FLUSH WITH POST. 9'-l"
(4'-0" IF - III
CLEAR ±
NO SLAB) II�IIIII CONCRETE
PT
2x10
I{—III
VIII=
BASE
GIRT
—III
OPTIONAL CONCRETE SLAB
�I—I1 _ _ _IIIIIII
lll�l I. III���III11jIIlI li
r
24'
II
BELL OUT
TO 2'-0"
SECTION A - MAIN BUILDING
SECTION
SCALE: 3/16"=1'
DETAIL 1 - TYP FTG N.T.S.
2x8
B�
20d AT
12" C/C
ASt�
G
.0 37708
EXPIRES 08/18/p
DETAIL 2 - HEADER
N.T.S.
Im
DRAWN BY: CWB
APPROVED BY: CWB
DRESS WHFRE WORK WILL BE DONE
I PROJECT
ALBERTSON
sir. tvkE
MAIN BUILDING SECTION
DATE: 8/31/05 PROJ NO • 19140 / 3142
1008 SOUTH PARKMATT
D NO.: 0
SCA : NOTED
SPOKANE VALLEY. WA 99212
24'X3O'X1O' POLE BUILDING
AND DETAILS
Em
I SPOKANE COUNTY
i
3068
16'x8' 0/H DOOR
I
NORTH ELEVATION
SCALE: 3/16"=1'
WEST ELEVATION
SCALE: 3/16"=1'
f! f
y, 3
I
H
�I��
ASN't
11 111111 11 111 1 L--Lj-MHH-H-i
T•.. O
V6 37708
`sSIGNALG
EXPIRES 08/18/0
SOUTH ELEVATION
SCALE: 3/16"=1'
EAST ELEVATION
SCALE: 3/16"=1'
DRAWN BY: CWB APPROVED BY• CWB
ADDRESS WHERE 140RK
WILL BE ONE:
PROJECT
MATT ALBERTSON
" 4'x3O'x1O' POLE BUILDING
SHT. "E
BUILDING ELEVATIONS
SHT. Na.:
S4
DATE: 8/31/05 PROJ. NO • 1914.0 / 3142
1008 SOUTH PARK
DWG NO.: 0 SCALE: NOTED
SPOKANE VALLEY A 9212
SPOKANE COUNTY
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
biiotactz,
1: COMPLIANCE
"i",SION
,