HomeMy WebLinkAboutPermit Building 2008-3-31 (2)
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225 FIFTH STREET. SPRINGFIELD, OR 97477 . PH:(541)726-3753 . FAX: (541)726-3689 ,
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.~ ~ .Description ofWork/location.a:n premises/special conditio~s .
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Has site'review application been sub~itted? Heat Source: Primary
'0 Yes 0 No 0 N/A . Water Heater Range
Ifso, Name of Planner Do you require any ofthe.following for this project?
'Journal Number " Over-width or Second Driveway 0 Yes ~ No
Temporary Power " 0 Yes Ie(No
Notice: All contractors & subcontractors are required to be licensed with the Coristruction Contractors Board of the State of Oregon
. under orovisions ofORS 701 and may be reguired.to be licensed in the jurisdiction where work is being'performed. .
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PERMIT APPLICATION,
Secondary
~nergy Path
BUILDING
Shared Drive(T:)lBullding Fonns:Building Pennit AppliclIlion IO-02.doc .
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Multi-Loaded Beam! 2003 International Residential Code (01 NDS) 1 Ver: 7,01.12
By: Donald Moore. City of Springfield on: 03-31-2008: 10:27:13 AM
Project: Jorgensen 08-0427 - Location: Beam at master suite
Summary:. . ~.~ . . ;.
3,5 IN x 11.25 INx 8,OFT ,/ #2 - DouQias-Fir-Larch (North) - Dry Use
SeCtion Adequate By: 68.3% Controlling Factor: Section Modulus / Depth Required 8,67 In
Center Span Defiections:
Dead Load: DLD-Center;
Live Load: LLD-Center;
Total Load: TLD-Center;
Center Span Left End Reactions,(Support A):
Live Load' LL-Rxn-A;
Dead Load: DL-Rxn-A;
Total Load: TL-Rxn-A;
Bearinq Lenmh Required, (Beam only, support capacity not checked): BL-A;
Center Span RiQht End Reactions (Support B):
Live Load: LL-Rxn-B;
Dead Load: DL-Rxn-B;
Total Load: TL-Rxn-B;
Bearing Length Required (Beam only, support capacity not checked): BL-B;
Beam Data: '
Center Span LenQth: L2;
Center Span Un braced LenQth-Top of Beam: Lu2-Top;
Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom;
Live Load Duration Factor: Cd;
Live Load Defiect. Criteria: U
Total Load Deflect. Criteria: U
Center Span Loading:
Uniform Load:
Live Load: wL-2; 120 PLF
Dead Load: wD-2; 60 PLF
Beam Seif Weight: BSW; 8 PLF
Total Load: wT-2; 188 PLF
Point Load 1
Live Load: PL 1-2; 525 LB
Dead Load: PD1-2; 210 LB
Location (From left end of span): X1-2; 2.0 FT
Point Load 2
Live Load: PL2-2; 525 LB
Dead Load: PD2-2; 210 LB
Location (From left end of span): X2-2; 5.0 FT
Properties For: #2- DouQias-Fir-Larch (North)
BendinQ Stress: Fb; 850 PSI
Shear Stress: , Fv; 180 PSI
Modulus of Elasticity: E; 1600000 PSI
Stress Perpendicular to Grain: Fc_perp; 625 PSI
Adjusted Properties
Fb' (Tension): Fb'; 921 PSI
Adjustment Fac:tors: Cd;1,00 CI;0.99 CF;1,10
Fv': Fv'; 180 PSI
Adiustment Factors: Cd;1.00
Design Requirements:
ControllinQ Moment:
4.48 Ft from left support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s) 2
ControllinQ Shear:
At a distance d from left support of span 2 (Center Span)
Critical shear created by combining all dead loads and live loads on span(s) 2
Comparisons With Required Sections:
Section Modulus (Moment):
, · Area (Shear):
M;
v;
Moment of Inertia (Deflection):
Sreq;
S;
Areq;
A;
Ireq;
I;
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l> jlDI,()F (pflf ~ ~fPX. s~~ $
0.02 IN
0.04 IN ; U2402
0,06 IN = U1633
1071 LB
510 LB
1580 LB
0.72 IN
939 LB
457 LB
1397 LB
0.64 IN
8,0 FT
8,0 FT
8.0 FT
1.00
240
180
3367 FT-LB
1415 LB
43.85 IN3
73.83 IN3
11.79 IN2
39,38 IN2
45,76 IN4
415,28 IN4
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CCj3 Business Detail for License: 174296
;
BUSINESS DETAIL FOR:
METRO CONSTRUCTION & DESIGN INC
License: 174296
The business detail record includes business.contact information and information about the business'
bond, liability insurance, worker's compensation insurance, licensing category, business entity and
other associated CCB licenses,
L~en~e~_~mb~L: 174296
License Status: Ai:,tive
Date First 2/14/2007
Licensed:
E.~Qi.r."tion:
Name: METRO CONSTRUCTION & DESIGN INC
Address: 1212 CRENSHAW RD EUGENE OR 97401
Work Phone: (541) 683-3795
Entity Type: ~orooratio<l
Click tiERE, for associated Records
2/14/2009
.c.L"ss of' NoncExempt
Indeoendent'
t_QJ1.t.....1;tQ!",;'
License ~eneLil.LCQnJ[,,_ct0.f1'811
Category:
WORKERS' COMPENSATION INSURANCE INFORMATION
WC Compliance
Number:
Insurance Carrier: OREGON CONT. FUND
Policy Number: WC050753
Insurance
Amount:
LIABILITY INSURANCE INFORMATION (HISTORY)
$1,000,000,00 Insurance Company:, AMERICAN HALLMARK INSURANCE
CO OF TEXAS
Effective 12/17/2008
Through:
CCB BOND INFORMATION (HISTORY)
Bond Amount: $15,000.00 Bonding Company:: DEVELOPERS SURETY AND
INDEMNITY CO
Effective 2/14/2009
Through:
Corporate Officer
ASSOCIATED NAMES (INFO)
JOHN M WEBB
HISTORICAL NAMES
https://ccbed,ccb,state.or.us/ccb_frames/consumer _ infolbusiness _ detai 1. asp ?license number= 1 74296
- .
Page 1 of3
'1
3/31/2008
CCll Business Detail for License: 174296
Page 2 of3
Cross-referenced CCB Licen~e~ and Associated Re:cords_:
1..29_478.
162707
'JOHN MICHAEL WEBB
inactive - Sabbatical
1fi2838
METRO CONSTRUCTION Not Active - Voluntarily Surrendered
& DESIGN LLC
ADVANCED HEATING & Active
COOLING LLC
IflA(:K
https://ccbed,ccb.state,oLus/ccb_frames/consumer _ infolbusiness _ detail.a~p ?license _ number= I 74296
3/31/2008