2005, 12-08 Permit App 05004623 Steel Beam11707E Sprague Ave, Suite 106
, �>r Permit Center
Spokane
Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
Community Development www•spokanevalley.org.cor
valley
Residential Construction
Permit Application
FE
o New Construction
o Addition/Remodel
Q-Other:
l/ 5.75
❑ Accessory Bldg
o Deck
SITE ADDRESS E . !cols CE2QaT Oft_
ASSESSORS PARCEL NO:
— Spo k1►-U UaLL.L.(, L04 _
LEGAL DESCRIPTION:
3niidin owner _ 7 ti _
Name: j ' 2t.S1(,_,I, 4 L \I ) <Arnsz r
Address: E. I Cb l P, T OR- ,
City:. 5: :,ICAuc UAL- t Zip: Gl C1 Xc-
Phone: cfcfy-S4ciL1 Fax: 911,89G(o
ContactPerson
Name: , SZ w 12 ak
Phone: C1c1( �4 q L(
Gaon
Name: (In EDw✓I aiL
Address:
City:
Zip:
Phone:
Fax:
Lic No:
Exp. Date:
City Business Lic No:
Describe the scope of work in detail: Cost of Project:
It �ACi�I C� LIC01-) Lax Frn IuOW i 4WD I :S) W i i t-1 STEEL
p(Ow, S,Gtr �-0
Ii2i)aa
**************The following MUST be complete: (write N/A if not applicable)**********************
HEIGHT TO PEAK:
)v l r-V
DIMENSIONS:
1414
# OFISTORIES:
!
TOTAL HABITABLE SPACE:
30 'S Q F(,
MAIN FLOOR TO SQ.
FTG:
I -IUD
2N" FLOOR SQ. FTG:
AJfil
UNFIN BASEMENT SQ. FTG:
I,:il4
IMPERVIOUS SURFACE
AREA:
,�i/1-}
FINISHED BASEMENT
SQ. FTG: I SC'._-'1
GARAGE SQ. FTG:
/4
DECK/COV. PATIO SQ. FTG:
Ale
30% SLOPES ON
PROPERTY: U %4-
# OF BEDROOMS:
nlerl AIIIACr.
CONSTRUCTION TYPE:
Ll000 2P111(►E
HEAT SOURCE:
C A
SEWER OR SEPTIC?
S r!z
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
uuessed.
Signature
Date I - 0--0 S
Method of Payment (Faxed permit applications will only be accepted with major bankcard)
❑ Cash 0 Check 0 Mastercard 0 VISA
Bankcard #: Expires: VIN#:
Authorized Signature:
REVISED 8/252005
0 Other
Permit Center
St °Tare 11707 E Sprague Ave, Suite 106
.` V alle Spokane Valley, WA 99206
(509)688-0036 FAX: (509)688-0037
www.spokanevallev.ora.com .
Community Development
Residential Plan Submittal Minimums
❑ Completed Building, Plumbing & Mechanical application with: Accurate address,
Parcel Number and/or Legal Description, description of work, owner and
contractor information, signature, and date.
❑ Two sets of plans including Site Plan, elevations, floor plans, foundation plans
With details, roof plan, framing plans & details.
❑ Show the height of any proposed buildings or accessory structures.
O Floor plan for each floor: Dimension to scale (minimum 1/8") and label each
Room (including sq. footage of house and garage on plans) Show each
level of existing house and square footage of any additions.
❑ All braced wall panel types: show locations and details of installation, including
engineered design.
❑ Egress windows: Provide at least one window or exterior door approved for
Emergency escape or rescue from a basement and in every room for sleeping.
p Smoke detector locations
❑ 22" X 30" attic access location
❑ 18" X 24" crawl space access:
❑ One -hour separation detail: between house and garage
❑ Floor framing details: Joist type, size, spacing and installation details
❑ Roof framing plan and details
❑ Fumace and hot water heater location.
❑ All header locations: type, size, and connections
❑ Foundation plan
❑ Insulation information
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it, FABRI CAT QRS)INC.
MAIL: P.O. 6O 11754. SPOKANE. WA..99211 PHONE: (509) 534-1676
SHIP_ E. 5014 KNOX. SPO:XANE. M A- 99212 FAX : (509) 535'7135
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Uniformly Loaded Floor vices Northwest o : 03-20-2003 : 4 25:05 PM
By: Oscar M. Torres . Design S
Protect: 0305-PLR - Location: Basement Beam
Summary:
A36 W8x48 x 22.5 FT
Section Adequate By: 56.5% Controlling Factor: Moment of Inertia
Deflections: DLD= 0.17 IN
Dead Load: LLD= 0.48 IN = U563
Live Load: TLD= 0.65 IN = U415
Total Load:
Reactions (Each End): LL-Rxn= 4991 LB
Live Load: DL-Rxn= 1788 LB
Dead Load: TL-Rxn= 6778 LB
Total Load: 1.19 IN
Bearing Length Required (Beam only, Support capacity not checked): BL=
Beam Data: Span: Lu= 1.33 FT L= 22.5 FT
Unbraced Length -Top of Beam: L/ 360
Live Load Deflect. Criteria: L/ 360
Total Load Deflect. Criteria:
Floor Loading: LL1= 40.0 PSF
Floor Live Load -Side One: LL1= 10.0 PSF
Floor Dead Load -Side One: �W 1= 10.0 FT
Tributary Width -Side One: LL2= 5.46 FT PSF
Floor Live Load -Side Two: DL2= 40.0 PSF
Floor Dead Load -Side Two: TW2= 10.0 FT
Tributary Width -Side Two: WALL= 0 FT
Wall Load:
PLF
Beam Loading: PLF
Beam Total Live Load: gSWwL= 4444PLF
wD== 14
Beam Self Weight:8 PLF
8
Beam Total Dead Load: wT= 159 PLF
Total Maximum Load:
Properties for: W8x48/A36 Fy- 36 KSI
Yield Stress: E= 29036 KSI
Modulus of Elasticity: d= 8.00 N
Depth: tw= 0.40 N
Web Thickness:N
Flange Width: tf= 8bf= 8.11.N
Flange Thickness: 6
Distance to Web Toe of Fillet: I18
k= 1.19.N
N4
x
Moment of Inertia About X-X Axis: - 849 .00 N3
Section Modulus About X-X Axis: = 2.24 N
Radius of Gyration of Compression Flange + 1/3 of Web:
Design Properties per AISC Steel Construction Manual: FgR- 5.92
Flange Buckling Ratio: AFBR= 15.92
Allowable Flange Buckling Ratio: 21.25
WgR-
Web Buckling Ratio: AWR= 106.67
Allowable Web Buckling Ratio: 1.33 FT
Lc= Controlling Unbraced Length: Lb-8.56 FT
Limiting Unbraced Length for Fb=.66*Fy: c= 23.76 FTI
Allowable Bending Stress: h/tw-Limit3.72 1
h/tw=
Web Height to Thickness Ratio: 7.82
Limiting Web Height to Thickness Ratio for Fv=.4*Fy: Fit 1.33 KSI
Allowable Shear Stress:
Design Requirements Comparison: 127 FT -LB
Mr= 38127
Controlling Moment: M= 38FT-LB
Nominal Moment Strength: 5734 LB
�4677 Controlling Shear: V= 8 LB
8
Nominal Shear Strength: Ireq- 48960 IN4
Moment of Inertia (Deflection): I- 184.00 IN4
Uniformly Loaded Floor Beam( AISC 9th Ed ASD ) Ver: 5.07
By: Oscar M. Torres , Design Services Northwest on: 03-20-2003
Project: 0305-PLR - Location: Basement Beam
Summary:
A36 W8x48 x 22.5 FT
Section Adequate By: 56.5% Controlling Factor: Moment of Inertia
LOADING DIAGRAM
W
Span = 22.5 ft
Reactions
Live Load Dead Load Total Load Uplift Load
A 4991 Lb 1788 Lb 6778 Lb 0 Lb
B 4991 Lb 1788 Lb 6778 Lb 0 Lb
Span
Uniform Loading
Live Load Dead LoadSelf Weight Total Load
W 444 Plf 111 Plf 48 Plf 603 Plf
Column( 97 Uniform Building Code (91 N
By: Oscar M. Torres , Design Services Northwest, Inc. o
Project: 0305-PLR - Location: COLUMN
Summary:
5.5 IN x 5.5 IN x 8 FT / #2 - Douglas Fir -Larch - Dry Use
Section Adequate By: 47.5%
Vertical Reactions:
Live:
Dead:
Total:
Axial Loads:
Live Loads:
Dead Loads:
Column Self Weight:
Total Loads:
Eccentricity (X-X Axis):
Eccentricity (Y-Y Axis):
Axial Duration Factor:
Column Data:
Length:
Maximum Unbraced Length (X-X Axis):
Maximum Unbraced Length (Y-Y Axis):
Column End Condition:
Calculated Properties:
Column Section (X-X Axis):
Column Section (Y-Y Axis):
Area:
Section Modulus (X-X Axis):
Section Modulus (Y-Y Axis):
Slenderness Ratio:
Properties For: #2- Douglas Fir -Larch
Compressive Stress:
Modulus of Elasticity:
Bending Stress (X-X Axis):
Bending Stress (Y-Y Axis):
Adjusted Properties:
Fc':
Adjustment Factors: Cd=1.00 Cp=0.91
Column Calculations (Controlling Case Only):
Controlling Load Case: Axial Total Load Only (L + D)
Compressive Stress:
Allowable Compressive Stress:
DS) 1 Ver: 5.07
n: 03-21-2003 : 10:30:10 AM
Vert-LL-Rxn=
Vert-DL-Rxn=
Vert-TL-Rxn=
PL=
PD=
CSW=
PT=
ex=
ey=
Cd-Axial=
L=
Lx=
Ly=
Ke=
dx=
dy=
A=
Sx=
Sy=
Lex/dx=
Ley/dy=
Fc=
E=
Fbx=
Fby=
Fc'=
fc=
Fc'=
4991 LB
1855 LB
6846 LB
4991 LB
1788 LB
67 LB
6846 LB
0.00 IN
0.00 IN
1.00
8.0 FT
8.0 FT
8.0 FT
1.0
5.50 IN
5.50 IN
30.25 IN2
27.73 IN3
27.73 IN3
17.45
17.5
475 PSI
1300000 PSI
700 PSI
700 PSI
431 PSI
226 PSI
431 PSI
ID
REVISIONS
EXIST(' 3/4' T4E, SEBELP
EAST* 2xt0
0 4.....1-C• 1,1,0'
2-200 SE,P50.113A TOP
1'l_046e HAIRSER PR MIR.
4/01/2. FILLET EELD TO E.A.
sice OE EA. tOP PLANS* FOR
14 I 12 SARSE 3/11ex2"
FILLET EsELO TO EA. SiDE 01/
EA. TOP PLANS@ TAB FOR
sAIASE, OISTREUTE nap
ErEALLY ON BOTH TOP
RAMSES
BEAM SECTION
— 7,P,1:152$1,10 PLR JOISTS
7310 FILLER ELK'S
2x4 441/4)414441.1.
HOLD 2' OVT FROM 4
INEULATE 4.4/ R-21
!DARTS
— exero CONC. SLAB
110X3E.
t/2' 0444.
TOR) EOLTS
V2' PLATE
WIENER
E49.5.9 ASO
STEEL EN
0 WALL SECTION
x.AL.E, r-o•
114.
3/4' DIAX5' EXPDXY
DOLTS EV 4' MN.
ereep (4 TYE)
rftor vey,
BEAM CONNECTION DETAIL
soALe.
extsit, FON
I Fro
41/4X51/6. TS
= I I
1/2' PLATE
4x4x3/16. 1/5
1/2" 0IA,10* EXPCXY
DOLTS PR MIN. 7 PHEW
BEAM CONNECTION DETAIL
ZGALMt
W-2 V2'
Pato
STEEL 3/4
r AP rwrm
MAR. OFTA0
BASEMENT FLOOR PLAN
0:0111C4T COPIEfillO
IAO NOIR WS�o
ALTMO NO IVAi
flOO1501 ROM
MON SOME NOORMIST
Ill MONO iS9IIIED
VAMIOV 7:14
Miff MEMO IOW Mt
ISOM OF ME MO COS
MOIL BE LIZA
MMOPEFIOME
INON RC= -
DRAWN BY
O.M.T
CHECKED BY
0.M.T
DATE
T-25-05
JOB NO,
0305-PLR
SHEET NO.
A- 1
SCALO, 1/4, P-0.
PROVIDE DIAGRAMS AND
ENGINEERING LAYOUTS FOR
ROOF TRUSSES, BEAMS AND
FLOOR SYSTEMS PRIOR TO FRAMING
INSPECTIONS
Cl Y C
1
THIS BUILDING SU ECT
TO hIELD INSPECTION CORRECTIONS
REVIEWED FOR CODE COMPLIANCE
SPOKANE VALLEY BUIL. INC DI SION
7 vs-