HomeMy WebLinkAboutBLD20215-00300 Cancelled Garage - BLD Permit / Conditions - 1/14/2016 r �
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MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phoninspe: (360)427ection Line i9670, ext.
Mason County Bldg. III
426 W. Cedar
Shelton, WA 98584
raid RESIDENTIAL BUILDING PERMIT
BLD2015-00300
OWNER: NANCY DEWEY
CONTRACTOR: DEWHILL HOMES LLC LICENSE: DEWHIHL941JD EXP.- 10/30/2016 RECEIVED: 4/22/2015
SITE ADDRESS: 81 E TOWER LN UNION ISSUED: 6/4/2015
PARCEL NUMBER: 321057790033 EXPIRES: 12/4/2015
LEGAL DESCRIPTION: TR 3-C OF SURV 17/192 LOT 3 OF SP#2764#632796
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
New garage 30x30 with 2nd story 404 sq ft bonus room OUT E BROCKDALE RD, CONTINUE STRAIGHT ONTO E MCREAVY RD, RT
ONTO E TOWER LANE, SITE ON RIGHT
General Information Construction&Occupancy Information Square Footage Information
No. of Bedrooms: Type of Constr.: VB
Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: U-1 Lot Size: Deck:
Type of Work: ACC Fire Dist.: 6 No. of Stories: 2 Occ. Load: Building: Garage-Detached 900
Valuation: $ 56,113.68 Building Height: Occ. Status: Primary I L Basement: STORAGE 404
Manufactured Home Information Setback Information Shoreline&Planning Information
Make: Length: Ft. Front: E 150.0 Ft. Shoreline: Ft. Water Body:
Rear: W 30.0 Ft. Slope: Ft. SEPA?: No
Model: Width: Ft. Side 1: N 32.0 Ft. Shoreline Desig.: Not Applicable
Year: Serial No.: Side 2: S 115.0 Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Plan Check Fee JBN 4/22/2015 $445.74 S2201500000001
Planning Review Fee JBN 4/22/2015 $205.00 S220150000000i
Building State Fee MAU 6/3/2015 $4.50 S1201500000001
Building Permit Fee MAU 6/3/2015 $692.75 S1201500000001
Total $ 1,347.99
BLD2015-00300 Please refer to the following pages for conditions of this permit. Page 1 of 5
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Permit# 01QZ0)57- r03nC MASON COUNTY
BUILDING III 426 W. CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
Job Location 61 ��,�r Z&,ae,
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
foun Items listed below must be corrected to gain compliance
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You are hereby notified that the above corrections shall be made
BEFORE PROCEEDING WITH ANY FURTHER WORK
❑ Call for re-inspection when corrections are made before continuing ❑ please contact our office
Make corrections, items will be checked on next inspection regarding possible structural
❑ OK to damage incurred by recent
"natural/man made"
❑ This is not a complete inspection disasters.This is NOTa
CORRECTION NOTICE.
Date �_ ��- Z,�' Department /
Inspector 1;�Ieqm
DO NOT REMOVE THIS TAG
Project: Pam
Rich Balderston /
Location:4'opening bearing wall .._,� Mason County
Combination Roof And Floor Beam 426 W Cedar Street or
[2009 International Building Code(2005 NDS)] Shelton Wa 98584
3.5INx7.25INx4.0FT
#2-Douglas-Fir-Larch-Dry Use
Section Adequate By: 13.8% StruCalc Version 8.0.113.0 6/12/2015 3:23:40 PM
Controlling Factor: Moment LOADING DIAGRAM
DEFLECTIONS Center
Live Load 0.03 IN U1446
Dead Load 0.02 in
Total Load 0.05 IN U981
Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240
REACTIONS A_ B
Live Load 2050 lb 2050 lb
Dead Load 971 lb 971 lb
Total Load 3021 lb 3021 lb
Bearing Length 1.38 in 1.38 in
BEAM DATA Center 4n
Span Length 4 ft AB
Unbraced Length-Top 0 ft
Roof Pitch 0 :12
Floor Duration Factor 1.00 ROOF LOADING
Roof Duration Factor 1.15 Side 1 Side 2
Notch Depth 0.00 Roof Live Load RLL= 25 psf 25 psf
MATERIAL PROPERTIES Roof Dead Load RDL= 15 psf 15 psf
#2-Douglas-Fir-Larch Roof Tributary Width RTW= 15 ft 2 ft
Base Values Adjusted FLOOR LOADING
Bending Stress: Fb= 900 psi Fb'= 1346 psi 1 Side 1 Side 2
Shear Stress: Fv= 80 ps
Cd=1.15 C80 psi
Floor Live Load FLL= 40 psf 40 psf
i Fv'= 207 psi Cd=1.15 Floor Dead Load FDL= 15 psf 15 psf
=
Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Floor Tributary Width FTW 15 ft 0 ft
Wall Load WALL= 0 plf
Min. Mod.of Elasticity: E min= 580 ksi E min'= 580 ksi p _._
Comp.-L to Grain: Fc---= 625 psi Fc--L'= 625 psi BEAM LOADING
Roof Uniform Live Load: wL-roof= 425 plf
Controlling Moment: 3021 ft-lb Roof Uniform Dead Load: wD-roof= 255 plf
2.0 ft from left support Floor Uniform Live Load: wL-floor= 600 plf
Created by combining all dead and live loads. Floor Uniform Dead Load: wD-floor= 225 plf
Controlling Shear: 3021 lb Beam Self Weight: BSW= 6 plf
At support. Combined Uniform Live Load: wL= 1025 plf
Created by combining all dead and live loads. Combined Uniform Dead Load: wD= 486 plf
Combined Uniform Total Load: wT= 1511 plf
Comparisons with required sections: Read Provided Controlling Total Design Load: wT-cont= 1511 plf
Section Modulus: 26.94 in3 30.66 in3
Area(Shear): 21.89 in2 25.38 in2
Moment of Inertia(deflection): 27.67 in4 111.15 in4
Moment: 3021 ft-lb 3438 ft-lb
Shear: 3021 lb 3502lb
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