2014, 11-19 Permit App: BLD-2014-0801 Remodel Basement J.
SEES' ® 11703
Sprague Ave,Suite B-3 • PERMIT NUMBER:
pokane Spokane Valley,WA 99206 PERMIT FEE:
jValley• (509)688-0036 FAX:(509)688-0037
"J www.spokanevalley.org
Community Development
Residential Construction ❑ New Construction ❑ Accessory Bldg 4
Permit Application M Addition/Remodel ❑ Deck
Other: ---
Project ` •.4/
SITE ADDRESS: 33',/O g 1 r)6 (//CI , _ • 04
II
ASSESSORS PARCEL NO: LEGAL DESCRIPTION: - II 0
NOV 192014 1
Building Owner: • Contractor:
' rV-PE` TC-Ci:R
Name: C Ha/S:bf�slydi2 0+�/7�/'1 X24... Name: /4,12/4,,i.�- '_ry/ p
S S' l�w�S
Address:c3'S/0 R/ DGs1�via Address: r•�U,57 - •� tit '' 14b0t --I
City: State:wk Zip: City: s�i � State:Lem Zip:9,00.3,7Dox I,t�tt�y �l
Phone:. 04,.. 9> 7 v7.5 Fax: Phone:607 q 7/lo Fax:
Co( a tor ttAl KS Nct 2. 03 Exp Date:Mil l
Contact Person City Business Lic.No:
Name: QQ R L/'/Z/g./47—
Phone:
./4rPhone: 5p q -7 f 0 / ZZ7
Describe the scope of work in detail: Cost of Project: $ / 5 �� .•
? µ4Y1 t�t1A.c,c. A�b6 St/PpOn�r F3A-Ar/rt.. /xi �— /
72 -OC.4r •�3 R , ree4 �2. 6#0
Proposed Use:
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE:
MAIN FLOOR TO SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE
FTG: PA. Al NAS AREA:�,A
FINISHED BASWENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON
SQ. FTG: AM 14 P> PROPERTY: A.A
#OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC?
NAr GA+h /3,<Alet . .414- ArA-
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 additional information may be required to be submitted,and subsequently approved before
this application can be processed.
SIGNATURE: Reltk , / DATE: /! / /l
Method of Payment:
0 Cash gr Check 0 Mastercard 0 VISA
Bankcard#: Expires: VIN#:
Authorized Signature:
REVISED 2/15/07
�, ,
®Bolse Cascade Single 5=1/8" x 15" BOISE GLULAM®24F-V4/DF Floor Beam\...\FB01
1111 Dry I 1 span I No cantilevers I 0/12 slope Wednesday, November 19,2014
BC CALC®Design Report
Build 3272 File Name: DAN M 11-19
Job Name: Description: Designs\BOB WRIGHTS SUNROOMS\FB01
Address: Specifier:
City, State,Zip: , Designer:
Customer: Company:
Code reports: ANSI 117-2010 Misc:
- 2
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1 I
16-00-00 B 1
BO
Total of Horizontal Design Spans=16-00-00
Reaction Summary(Down/Uplift) (lbs)
Bearing Live Dead Snow Wind Roof Live
BO 3,360/0 3,729/0 4,480/0
B1 3,360/0 3,729/0 4,480/0
Live Dead Snow Wind Roof Live Trib.
Load Summary
Tag Description Load Type Ref. Start End • 100% 90% 115% 160% 125%
1 Standard Load Unf.Area(Ib/ft^2) L 00-00-00 16-00-00 40 15 10-06-00
2 WALL Unf. Lin. (Ib/ft) L 00-00-00 16-00-00 0 80 n/a
3 ROOF Unf.Area(Ib/ft^2) L 00-00-00 16-00-00 15 40 14-00-00
Disclosure
Controls Summary Value %Allowable Duration Case Location Completeness and accuracy of input must
Pos. Moment 38,438 ft-lbs 87% 115% 3 08-00-00 be verified by anyone who would rely on
End Shear 8,020 lbs 51.4% 115% 3 01-03-14 output as evidence of suitability for
Total Load Defl. L/281 (0.683") 85.3% n/a 3 08-00-00 particular application.Output here based
Live Load Defl. 1/460(0.418") 78.3% n/a 6 08-00-00 on building code-accepted design
o properties and analysis methods.
Max Defl. 0.683" 68.3% n/a 3 08-00-00 Installation of BOISE engineered wood
Span/Depth 12.8 n/a n/a 0 00-00-00 products must be in accordance with
current Installation Guide and applicable
Notes building codes.To obtain Installation Guide
orDesign meets Code minimum(LJ240)Total load deflection criteria. (800)232-0788 ask8,before ine call
Design meets Code minimum L/360 Live load deflection criteria. CAC®,BCFAMER ,AJST*A, \nBC
g ( ) CALC®,BC FRAMER®,AJS ,
Design meets arbitrary(1") Maximum total load deflection criteria. ALLJOIST®,BC RIM BOARDT*",BCI®,
Minimum bearing length for BO is 2-7/8". BOISE GLULAMTM',SIMPLE FRAMING
Minimum bearing length for B1 is 2-7/8". SYSTEM®,VERSA-LAM®,VERSA-RIM
Entered/Displayed Horizontal Span Length(s)=Clear Span+ 1/2 min.end bearing+ PLUS®,VERSA-RIM®,
1/2 intermediate bearing VERSA-STRAND®,VERSA-STUD®are
trademarks of Boise Cascade Wood
Calculations assume Member is Fully Braced. Products L.L.C.
Design based on Dry Service Condition.
Deflections less than 1/8"were ignored in the results.
User Notes
This design is provided as a courtesy to the builder
and does NOT guarantee a complete structural review
of this project. Neither lateral nor sizemic analysis
has been considered. All bearing conditions,
connections,spans,o.c.spacing,loading and product
usages shall be verified by the builder and engineer
of record. This design shall be reviewed,verified
and approved by the builder, project engineer and
local building department prior to ordering materials.
Page 1 of 1
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- RECEIVED
NOV 192014
I CSV PERMIT CENTER
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