2015, 05-11 Permit App: BLD-2015-1063 Replace Deck*Wane�
jValley
Community Development Departmelit Proje
Permit Center
11707 East Sprague Avenue, Suite 108
Spokane Valley, WA 99206
Tel: (509) 720-5240
Fax: (509) 688-0037
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CSV PERMIT CENTER
RESIDENTIAL CONSTRUCTION PEF*F41T APRLICATION
El NEW CONSTRUCTION
DECK
SITE ADDRESS: i 9)12 C 1 ',Li q v< ex
❑ ADDITION/REMODEL
0 OTHER
Q ACCESSORY BUILDING
ASSESSORS PARCEL NO.: LEGAL DESCRIPTION:
OWNER/APPLICANT (CHECK Box, IF MAIN CONTACT ❑):
NAME: A)O t -i ct vt, /N r I S O LA
ADDRESS: I 9'12_1 L`
CITY: SYO /cQ l'l e_ tier r%ey STATE:
PHONE:
63,
ZIP:
FAX: EMAIL•
CONTACT NAME:
PHONE:
FAX: EMAIL:
CONTRACTOR NAME (CHECK Box, IF MAIN CONTACT,):
MAILING ADDRESS:
+//2-9 t 3?th Au e
CITY: S10cs k Q N e /STATE: /3e ZIP: 992.2- 3
PHONE: Cg 9 0 /0 Z FAX: �/ YS -/22 EMAIL:
CONTRACTOR LICENSE NO.:254 07SC 79)3(7 EXPIRES: 2O 17 CITY BUSINESS LICENSE NO.:
DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE:
rt /ctrr £ X �s 1 Berk
****YOU MUST COMPLETE THE FOLLOWING****
MARK N/A IF NOT APPLICABLE
Height to Peak:
Dimensions:
No. of Stories:
Total Habitable
Space:
Main Floor SQ FT:
tipper Floor SQ FT:
Unfinished Basement SQ
FT:
Finished Basement SQ
FT:
Garage SQ FT:
Deck/Covered Patio SQ
FT:
Impervious Surface
Area:
30% Slopes on
Property:
No. of Bedrooms:
Construction Type:
Heat Source:
Sewer or Septic:
TOTAL COST OF PROJECT: $
DISCLAIMER
The permitted verifies, acknowledges and agrees 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
,al
Date: I/ lttq y f
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Project #_aD-D40/5— 166
RECEIVED
MAY 11 2015
CSV PERMIT CENTER
SUB #1 LJ REV. #__
May. 11. 2015 1:54PM probuild spokane`No. 4504 P. 1
KJ%Boise Cascade Single 5-1/8" x 7-1/2" BOISE GLULAM® 22F-V14/POC Floor Beam\FB01
0 . Dry12 spans No cantilevers 10112 slope Monday, May 11, 2015
BC CALL® Design Report
Build 3272
Job Name:
Address:
City, State, Zip:
Customer:
Code reports' ANSI 117-2010
File Name: BC CALC Project
Description: Designs1F601
Specifier
Designer:
Company:
Misc:
BD
81
Total Horizontal Product Length = 20-00-00
82
Reaction Summary (Down / Uplift) (lbs )
Bearing Live
Dead
Snow Wind
Roof Live
B0, 3-1/2"
61, 3-1/2"
B2, 3-1/2"
Load Summary
Tay Description
1,802 / 244
4,885 / 0
1,802/244
348 / 0
1,091 / 0
348 / 0
Live Dead
Load Type Ref. Start End 10011%
Snow Wind Roof Live Trlb.
90% 115% 160% 125%
1 Standard Load Unt- Area .(Ib/f^2)—L_00.00.00-2000:00_50 10
Controls Summary.
Pos. Moment
Neg. Moment
End Shear
Cont. Shear
Total Load Def.
Live Load Defl.
Total Neg. Defl,
Max Defl.
Span / Depth
Bearing Supports
BO Post
81 Post
82 Post
Cautions
Value
4,241 ft -lbs
-5,840 ft -lbs
1,701 lbs
2,611 lbs
L/551 (0 213")
L/623 (0.188")
11999 (-0.063")
0.213"
15.6
%Allowable Duration Case Location
48,1% 100% 2 04-05-01
88.4% 100% 1 10-00-00
25% 100% 2 00-11-00
38.5% 100% 1 10-09-04
43.5% n/a 3 15-02-04
57.8% n/a 6 15-02-04
n/a n/a 2 13-04-07
21 3% n/a 2 04-09-12
n/a n/a 0 00-00-00
%Allow % Allow
Dim. (L x W) Value Support Member Materiel
3-1/2"x3.1/2" 2,149 lbs n/a 31 3% Unspecified
3.1/2"x3.1/2" 5,977 Ibs nla 87 1% Unspecified
3-1/2" x 3-1/2" 2,149 Ibs ilia 31,3% Unspecified
Member is not fully supported at post B0. A connector is required at this bearing.
Member is not fully supported at post 91. A connector is required at this bearing.
Member is not fully supported at post 132. A connector is required at this bearing.
Notes
08-00-00
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 wood
products must be in accordance with
current Installation Guide and applicable
building codes. To obtain Installation Guide
or ask questions. please call
(600)232-0788 before inslallation.Inln8C
CALC®, BC FRAMER® ,
ALLJOIST®, BC RIM OOARDTM. 8C I® ,
BOISE GLULAMTh'. SIMPLE FRAMING
SYSTEM®, VERSA -LAM®, VERSA -RIM
PLUS® ,VERSA -RIM®,
VERSA -STRAND®, VERSA•STUO® are
trademarks of Boise Cascade Wood
Products L L.C.
Design meets Code minimum (U240) Total load deflection criteria.
Design meets Code minimum (1.1360) Live load deflection criteria.
Design meets arbitrary (1") Maximum total load deflection criteria
Calculations assume Member is Fully Braced,
Design based on Dry Service Condition.
Deflections less than 1/8" were ignored in the results.
Page 1 of 1
Project # g(-1>-;616-.1063
RECEIVED
C! f y. 1 1 LU,'" 1' -
CSV PERMIT CENTER
SUB # / I REV, #1