2013, 04-08 Permit App: BLD-2013-0604 Pole BldgSjlOkai1C
�.. jValley.
ommunity Development Department
Permit Center
11703 East Sprague Avenue, Suite B-3
Spokane Valley, WA 99206
Tel: (509) 720-2540
Fax: (509) 688-0037
per mitcen`_ert Swokan `i
r(Staff Use Only)
PERMIT NUMBER:
PERMIT FEE:
RESIDENTIAL CONSTRUCTION PERMIT APPLICATION
1st ACCESSORY BUILDING
❑ NEW CONSTRUCTION D ADDITION/REMODEL
❑ DECK ❑ OTHER
SITE ADDRESS: I I4- 0 7 S, Sho r(-). Q ( C k
ASSESSORS PARCEL NO.: L4 Sa 4- 14- 6s LEGAL DESCRIPTION:
BUILDING OWNER NAME:
NAME:
ADDRESS: 11+0 ` S--
Crrv:
PHONE: 31,0 2 - (S q FAX:
STATE: Lor k
CELL:
zip: °► °l
CONTACT NAME: rArfl0.8 -O Po W e t t
PHONE: JG(- 1 (- 7 7 to FAX: �Uq
3a -7-7a 33cu.:
CONTRACTOR NAME: SOl 1 d stye c
/ MAILING ADDRESS: ay 19`4 1 V P i 11 J out YCj y�
CITY: p()tans_ STATE: WO
ZIP:
PHONE: 509-4-7--77 Log PAX: `)O9 - 333 cELL:
CONTRACTOR LICENSE No.: SOLI IJSLO q °`� )pfPIREs: oil) Is CITY BUSINESS LICENSE NO.:
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE:
a XaU poL.4 bt,, L ho‘ou.L ho�.
****YOU MUST COMPLETE THE FOLLOWING****
MARK N/A IF NOT APPLICABLE
Height to Peak:' 1j I
`
Dimensions:
)/-\--Y.20
No. of Stories:
Total Habitable N i la
Space:
Main Floor SQ
S 8 Sq .it-
Upper Floor SQ FT:
r l i \\
Unfinished Basement SQ
FT: ,.
Finished Basement SQ
FT:
Garage SQ FT:
LI-% �(1 rT ,
Deck/Covered Patio SQ
FT:
Impervious Surface
Area:
30% Slopes on m pLtni-a1
Property:15O-CL of
No. of Bedrooms: 1.11\-\
Construction Type:
Heat Source:
Sewer or Septic: tr. e
TOTAL COST OF PROJECT: $
DISCLAIMER
The permitted verifies, acknowledges and agreta 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.
Signature
Date: "//9/ 3
Updated 1-11-11 Page 1 of 1
http://www. spokanevalley.org/filestorage/124/938/210/948/ 1496/Building_Permit_-_Residential_11-11-11.doc
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APR -09-2013 10:31 From:
Slibee\l'h
To.3277233 P.1
Residential Driveway
PAVING WAIVER
Community Development - Planning Diviision.
11703 E Sprague Ave Suite B•3 ,) Spokane Valley WA 99206
509,720,6026 4 Fax: 509,688.0037 ♦ planninattaspokanevalley.org
Spokane Valley Muntclpai Code (SVMC) Section 10.40.02013; "A!l residential driveway end p/hatreet parking erase shall Co paved with
*rphatt, Portland cement grasscrets, paver blocks or otherequltralent hard surface mPtorlel". A paving waiver con only ba granted If
the structure you ars proposing Is not going to require a dr veway tor Q'Ii gyp.
PART 1- OWNER INFORMATIO
OWNER NAME: J Q,n
e*Q rZ kdi Q ii.
v S V)c -i 1 .,0 c*
�
1
STATE: 1' t"1
PARCEL*:
"7' z 2-1741' 0 a 0
�y
ZIP: LI q o 3-7
ADDRESS:
tip
CITY:
7(_S
U 1 C? , V 1.1
PHONE:
/�
0'1
FAX 5-7'a
501
CELL: 36 1571
AA -
Jatnadoureme, �a...# •CeAA-
EMAIL: .JJ
PART 11 -DETAILS OF PAVING VER
1. Do you have on existing garage for parking dally use vehicles 14 YES 0 NO
2. la the proposed detached structure used for storage only? ix1 ES 0 NO
3. Do you plan on using the detached structure to park vehicles? 0 YES NO If yes, then
what type of vehicles? •., r ra. Ytr. kaki ��k..c)
4, De you On to conduct a business from proposed detached s oture? 0 YES NO If so, what
Is the nature of your busInose?
PART III -.AUTHORIZATION
I,(PRINT NAME)J.nee. Rye owner, hereby confirm that the Information provided on this
form is true and correct, I acknowledge that any change In the f•regoing conditions, could require
the City to Impose paving requirements. I further agree to repo any change In these conditions to
the Spo - ne Valley Community Development Department, Planning Division, within 30 days.
owner
3
Date
PART IV » DECISION
STAFF HAE3 REVIEWED THE PROPOSED PAV1Nt3 WAIVER ON BEHALF OF TMH COMMUNITY DEVELOPMENT
DIRECTOR AND FIND THE REQUEST 19 3RANTED AT L4 O1 S44ANIRx ,i< r -b
SAID ADDRESS OR PERMIT* 7. U? —ZOr3 - D 6 0 y
Planning Division Staff Signature
Date
11/9/2.0:3
Created a/v111
Page 1 of 1
Boise Cascade
Single 511' x 13-112" BOISE GLULAM® 240IDF
Dry 1 span No cantilevers i 0/12 slope
01-00-00 OCS
Fife Name: BC CALC Project
Description: Designs\R604
Specifier:
Designer:
Company:
Misc:
BC CALCI Design Report - US
Build 2258
Job Name:
Address;
City, State, Zip: ,
Customer:
Code reports: AFC 117-2004, LA - FB02035
12
Designs\RB04
Monday, April 08, 2013
BO
Total Horizontal Product Length = 17-00-00
Reaction Summary (Down I Uplift) ( lbs )
Bearing Live
80, 5-112"
B1, 5-1/2"
Load Summary
Ta Descri • don
1 Beam Weight
2 (2) 24' 40# 10' bay L.
Controls Summary
Pos, Moment
End Shear
Total Load Defl.
LiVe Load Defl,
Max Defl.
Span / Depth
Load T • e
Unf. Area (Ib/ft^2)
Conc. Pt. (lbs)
Value
23,398 ft -lbs
2,984 lbs
L/411 (0.474")
L1502 (0.388")
0,474"
14,4
Dead
64510
64510
Snow
2,39310
2,3921 0
Wind
Live Dead
Ref. Start End 100% 90%
L 00-00-00 17-00-00 17
L 08-06-00 08-06-00 715
%Allowable Duration Case Location
65.4% 115% 4 08-06-00
21.2% 115% 4 01-07-00
43.8% 4 08-06-00
47.9% n/a 5 08-06-00
94.7% n/a 4 08-06-000
n/a n/a 00-00-00
% Allow
W Value Sup ort
5-1/2" x 5-1/8" 3,0381bs n/a
5-112" x 5-1/8" 3,037 lbs n/a
Bearing Supports
Dim.
(L x
BO Post
B1 Post
%Allow
Member Material
16.6% Unspecified
16,6% Unspecified
Cautions ponding instability
For roof members with slope (1/4)112 or less final design must ensure that p 9 y
will not occur.
For roof members with slope (1/2)/12 or less final design must account for Rain -on -now
surcharge load.
Notes
Design meets Code minimum (L1180) Total load deflection criteria.
Design meets Code minimum (L/240) Live load deflection criteria,
Design meets arbitrary (0.5") Maximum total load deflection criteria.
Calculations assume member is fully laterally braced.
Design based on Dry Service Condition.
Page 1 of 1
r ' I CC 'Ohl
Roof Live
Snow Wind Roof Live
115% 160% 125%
0
4,785
OCS
01-00-00
n1a
Disclosure
Completeness and accuracy of input must
be verified by anyone who would rely on
output as evidence of suitability for
particular application. Output here based
on building Code -accepted design
properties and analysis methods.
Installation of BOISE engineered woad
products must be in accordance with
current Installation Guide and applicable
building codes. To obtain Installation Guide
or ask questions. please call
(800)232-0788 before installation.
BC CALL®, BC FRAMER®, AJSTM
ALLJOIST® , BC RIM BOARDT"' Flom ,
BOISE GLULAMT", SIMPLE FRAMING
SYSTEM® , VERSA -LAM®, VERSA -RIM
PLUS®, VERSA-RFM®,
VERSA -STRANDS, VERSA -STUDS are
trademarks of Boise Cascade Wood
Products L.L.C.
0
auiniods pi ingo.id AVH:6 6101 '6 'adv
0
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PLANNING DEPT. APPROVED