HomeMy WebLinkAboutBLD2007-01888 FInal Deck - BLD Permit / Conditions - 10/31/2007 <
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MASON COUNTY PERMIT NO.
BUILDING PERMIT APPLICATION
426 W. Cedar• P.O. Box 186, Shelton, WA 98584
Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269
On the web www.co.mason.wa.us
APPLICANT INFORMATION CONTRACTOR INFORMATION
Name
OwnerCf �<'t. Company P Y
Mailing Address 9
k, r3 9r " " Mailin Address
• �- �°• 1
City `" �� State Zip Code' ~�; City State' Zip Code
Phone K k" Other Ph. ): Phone -..Other Ph.
Lien/Title Holder Contractor Reg. It< ' ate" Exp.
E mail address E Mail Address
Drivers Lic. # DOB F: Drivers Lic. # f DOB
SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic
Connect to Water System Name of Water System
Well Sewer System Name of Sewer System
PARCEL INFORMATION -,12 Digit Parcel No. I Fire District�4,
Legal Descriptions
Site Address (Please include street name, street number and city) `, ' r'
Directions to site
Will timber be cut and sold in parcel preparation?Yes 1,No,..k
Is property within 200' of Saltwater Lake _- River/ Creek Pond
Wetland Seasonal Runoff Stream Slopes or Bluffs
Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/�Vo
TYPE OF JOB - NewAdd Alt Repair., Other PRIMARY RESIDENCE SEASONAL ❑
Use of Building Describe Work t r
No. of Bedrooms No. of Bathrogm Square Footage- 1 st Floor 2nd Floor
3rd Floor Basement ;Deck 0 Covered Deck Other Sq. ft.
Garage Attached D ched Carport Attached Detached
MANUFACTURED HOME INFORMATION - Make Model Year
Length Width Serial No. No. of Bedrooms No. of Bathrooms
Type of Heat Purchase Price $ Replacement Unit? Yes/ No
Installer Name Certification No.
OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below. I declare that I am the owner,owners legal representative, or the contractor. I further declare
that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all
the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work
proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or
agent on owners behalf, represents that the informaticn provided is accurate and grants employees of Mason County access to the above
described property and structure for review and inspection. This permit/application becomes null & void if work or authorized construction is
not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY
MEANS OFAP,tQGRESS INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
Xat Date: 1
Ownerl/Owners Representative/Contractor (indicate which one)
FOR OFFICIAL USE BEYOND THIS POINT Accepted by:f'+a Date
DEPARTMENTAL REVIEW APPRO D DENIED NOTES
Building Department `s
Planning Department °
Environmental Health Department
Fire Marshal ' t
FEES
Building Permit Fee ( Site Inspection
Plan Review Fee 2 17 EH Review Fee
Plumbing & Base Fee Planning Review Fee
Mechanical & Base fee Other
Wood /Gas/ Pellet Stove Fee State Fee
Violation Fee Pre-Paid at Submittal 2 �7
Valuation $ � TOTAL FEES
MASON COUNTY PERMIT NO.
BUILDING PERMIT APPLICATION
426 W. Cedar• P.O. Box 186, Shelton, WA 98584 '
Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269
On the web www.co.mason.wa.us
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner t" Company Name
Mailing Address Mailing Address
City State Zip Code City State Zip Code
Phone Other Ph. t i Phone Other Ph.
Lien/Title Holder Contractor Reg. Exp.
E mail address E Mail Address
Drivers Lic.# DOB Drivers Lic.# DOB
SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic A.
Connect to Water System Name of Water System
Well Sewer System Name of Sewer System
PARCEL INFORMATION -.12 Digit Parcel No. Fire District
Legal Description A
Site Address (Please include street name, street number and city)
Directions to site
Will timber be cut and sold in parcel preparation?Yes/No
Is property within 200' of Saltwater Lake River/ Creek Pond
Wetland Seasonal Runoff Stream Slopes or Bluffs
Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes/No
TYPE OF JOB - New_,L_Add Alt Repair Other PRIMARY RESIDENCE SEASONAL ❑
Use of Building Describe Work er i_. ;X'i,
No. of Bedroom-- No. of Bathrooms Square Footage- 1 st Floor 2nd Floor
3rd Floor_ Basement Deck '' Covered Deck Other Sq. ft.
Garage Attached Detached Carport Attached Detached
MANUFACTURED HOME INFORMATION - Make Model Year
Length Width Serial No. No. of Bedrooms No. of Bathrooms
Type of Heat Purchase Price $ Replacement Unit? Yes/ No
Installer Name Certification No.
OWNER/BUILDER Acknowledges submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by signature below. I declare that I am the owner, owners legal representative,or the contractor. I further declare
that I am entitled to receive this permit and to do the work as proposed in the application. I declare that I have obtained the permission from all
the necessary parties. If permission is required from any easement holder or any other party in interest regarding this application or the work
proposed in the application, I have obtained permission from them to apply for this permit and conduct the work proposed. The owner or
agent on owners behalf, represents that the informaticn provided is accurate and grants employees of Mason County access to the above
described property and structure for review and inspection. This permit/application becomes null & void if work or authorized construction is
not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY
MEANS OFA PROGRESS INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
X Date:
Owner/Owners Representative/Contractor (indicate which one)
FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date .
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
Building Department
Planning Department
Environmental Health Department
Fire Marshal
FEES
Building Permit Fee Site Inspection
Plan Review Fee EH Review Fee
Plumbing & Base Fee Planning Review Fee
Mechanical & Base fee Other
Wood/Gas/ Pellet Stove Fee State Fee
Violation Fee Pre-Paid at Submittal
Valuation $ TOTAL FEES
MrDn County Planning Intake Checklist
Owners Name: rl Date:
Project: Reviewed By: I
Commercial Development: YES NO Comments:
PLANNER: GBM TSC CMM PBC RDH REC
Site Plan:
North Arrow
Property Dimensions: 10 5 X 11 b
Streets and Driveways Shown. Road name:
Al sting c es own s acks
,,d ell Loca io p is and Dr 'n-field n wi se ac tA rl
, nds, shoreline, wetlands, natural or historic drainage,
defined dr ' a e ditches Corn m n � e�
Id Topography (slopes) �(, mope.. .-� , , Yl o -P't�.
,,a Proposed Structure Setb= (Direction/Setback):
tea' Utility and Drainage Easements: Yes No (if yes enter condition #5022)
Other Easements
Does site plan show landings all exits?
❑ Variance applied for: Yes / No - parking spaces allo ed. Yes / No
❑ County Access Permit Needed (a d condition #0010)
o State Access Permit Needed (add condition #0020) rl V6�
Standard Conditions to be added to all Building per its that planning reviews: #5019 and #0700
Site Access: Are there any impedim nts (dogs/gates) that my restrict access to your site?
Is the site clearly marked? How? Address o n In'1 t-F
❑ Name
Critical Areas: ❑ Other:
Setbacks: Shoreline: Slope:
Shhoeline Designation: Comprehensive Plan: Ru 0 Zoning:
Not Applicable ❑ Agricultural RR 2.5 5 10 20
❑ Urban ❑ In-holding ElRMF
❑ Rural ❑ LTCFL ❑ RC 1 2 3
❑ Conservancy Rural ❑ RI
❑ Natural /❑ RAC ❑ RNR
❑ Unknown ❑ RCC-Hamlet ❑ RT
❑ Urban Growth Area ❑ MPR
❑ Unknown ❑ Unknown
Water Body (type of water if unnamed): hD
SEPA: Yes/ No Unknown Flood Plain: YES/NO Unknown Map#
Aquifer Recharge: YES/NO Unknown Map#
Tags/Cases:
RLC/SPI Case: 6-Year Dev. Moratorium: YES/NO
Eagle Nest Tag: YES/NO Other YES/NO
Revised: 07-10-2007
Uniformly Loaded Floor Beam[2006 International Buildinq Code(05 NDS)1 Ver: 7.01.12
By: Debbera Coker, Mason County on: 11-19-2007 :09:38:46 AM
Proiect: Pierce- Location:
Summary:
3.5 IN x 7.25 IN x 8.0 FT /#2-Hem-Fir- Dry Use
Section Adequate By: 127.6% Controlling Factor: Section Modulus/Depth Required 4.81 In
Deflections:
Dead Load: DLD= 0.02 IN
Live Load: LLD= 0.08 IN =U1254
Total Load: TLD= 0.10 IN = U973
Reactions(Each End):
Live Load: LL-Rxn= 480 LB
Dead Load: DL-Rxn= 139 LB
Total Load: TL-Rxn= 619 LB
Bearing Length Required(Beam only, support capacity not checked): BL= 0.44 IN
Beam Data:
Span: L= 8.0 FT
Unbraced Lenqth-Top of Beam: Lu= 1.33 FT
Live Load Deflect. Criteria: U 360
Total Load Deflect. Criteria: U 240
Floor Loadinq:
Floor Live Load-Side One: LL1= 40.0 PSF
Floor Dead Load-Side One: DL1= 10.0 PSF
Tributary Width-Side One: TW1= 1.0 FT
Floor Live Load-Side Two: LL2= 40.0 PSF
Floor Dead Load-Side Two: DL2= 10.0 PSF
Tributary Width-Side Two: TW2= 2.0 FT
Live Load Duration Factor: Cd= 1.00
Wall Load: WALL= 0 PLF
Beam Loadinq:
Beam Total Live Load: wL= 120 PLF
Beam Self Weiqht: BSW= 5 PLF
Beam Total Dead Load: wD= 35 PLF
Total Maximum Load: wT= 155 PLF
Properties For:#2-Hem-Fir
Bendinq Stress: Fb= 850 PSI
Shear Stress: Fv= 150 PSI
Modulus of Elasticitv: E= 1300000 PSI
Adiusted Modulus of Elasticity: E-Min= 470000 PSI
Stress Perpendicular to Grain: Fc_perp= 405 PSI
Adjusted Properties
Fb'(Tension): Fb'= 1103 PSI
Adjustment Factors: Cd=1.00 CI=1.00 CF=1.30
Fv': Fv'= 150 PSI
Adiustment Factors: Cd=1.00
Design Requirements:
Controllinq Moment: M= 1238 FT-LB
4.0 ft from left support
Critical moment created by combining all dead and live loads.
Controllinq Shear: V= 532 LB
At a distance d from support.
Critical shear created by combining all dead and live loads.
Comparisons With Required Sections:
Section Modulus(Moment): Sreq= 13.47 IN3
S= 30.66 IN3
Area(Shear): Areq= 5.32 IN2
A= 25.38 IN2
Moment of Inertia(Deflection): Ireq= 31.90 IN4
1= 111.15 IN4
Uniformly Loaded Floor Beam[2006 International Building Code(05 NDS)]Ver: 7.01.12
By: Debbera Coker, Mason County on: 11-19-2007
Project: Pierce-Location:
Summary:
3.5 IN x 7.25 IN x 8.0 FT /#2- Hem-Fir-Dry Use
Section Adequate By: 127.6% Controlling Factor: Section Modulus/Depth Required 4.81 In
SHEAR, MOMENT,AND DEFLECTION DIAGRAMS
Load combination shown: Controlling Shear/Moment/Deflection Diagrams
700 619 Ibs @ 0 ft
350
Shear
(Ibs) 0
-350
-700 -619 Ibs @ 8 ft
2000 1238 ft-Ibs @ 4 ft
1000
Moment
(ft-Ib) 0
-1000
-2000
-0.08
-0.04
Deflection
(in) 0
0.04
0.08 in@4ft
Span =8 ft
Controlling Load Cases:
Shear: Critical shear created by combining all dead and1ive loads.
Moment: Critical moment created by combining all dead and live loads.
Deflection: Critical deflection created by live loads only.
LOADING DIAGRAM
A B
Span =8 ft
Reactions
Live Load Dead Load Total Load Uplift Load
A 480 Lb 139 Lb 619 Lb 0 Lb
B 480 Lb 139 Lb 619 Lb 0 Lb
Shan
Uniform Loading
Live Load Dead Load Self Weight Total Load
W 120 Plf 30 Plf 5 Plf 155 Plf
Floor Joist(2006 International Buildinq Code(05 NDS))Ver: 7.01.12
By: Debbera Coker, Mason County on: 11-19-2007 : 09:39:22 AM
Proiect: -Location:
Summary:
1.51Nx5.51Nx5.0FT(3+2)(a) 16 O.C./#2-Hem-Fir- Dry Use
Section Adequate By: 388.9% Controlling Factor: Moment of Inertia/Depth Required 3.24 In
Center Span Deflections:
Dead Load: DLD-Center= 0.00 IN
Live Load: LLD-Center= 0.00 IN= U9146
Total Load: TLD-Center- 0.00 IN = U8883
Right Cantilever Deflections:
Dead Load: DLD-Riqht= 0.00 IN
Live Load: LLD-Right= 0.02 IN =2U2347
Total Load: TLD-Right= 0.02 IN =2U2030
Center Span Left End Reactions(Support A):
Live Load: LL-Rxn-A= 80 LB
Dead Load: DL-Rxn-A= 11 LB
Total Load: TL-Rxn-A= 91 LB
Desian For Uplift Loads(Includes Uplift Factor of Safetv) Rxn-A-min= -28 LB
Bearinq Lenqth Required (Beam only, support capacity not checked): BL-A= 0.15 IN
Center Span Riqht End Reactions(Support B):
Live Load: LL-Rxn-B= 222 LB
Dead Load: DL-Rxn-B= 56 LB
Total Load: TL-Rxn-B= 278 LB
Bearinq Lenqth Required (Beam only, support capacity not checked): BL-B= 0.46 IN
Dead Load Uplift F.S.: FS= 1.5
Joist Data:
Center Span Lenqth: L2= 3.0 FT
Right Cantilever Lenqth: L3= 2.0 FT
Floor sheathinq applied to top of joists-top of joists fully braced.
Live Load Duration Factor: Cd= 1.00
Live Load Deflect. Criteria: U 480
Total Load Deflect. Criteria: U 360
Center Span Loadinq:
Uniform Floor Loading:
Live Load: LL-2= 40.0 PSF
Dead Load: DL-2= 10.0 PSF
Total Load: TL-2= 50.0 PSF
Total Load Adiusted for Joist Spacing: wT-2= 67 PLF
Riqht Cantilever Loading:
Uniform Floor Loading:
Live Load: LL-3= 40.0 PSF
Dead Load: DL-3= 10.0 PSF
Total Load: TL-3= 50.0 PSF
Total Load Adiusted for Joist Spacing: wT-3= 67 PLF
Properties For:#2- Hem-Fir
Bendinq Stress: Fb= 850 PSI
Shear Stress: Fv= 150 PSI
Modulus of Elasticitv: E= 1300000 PSI
Adiusted Modulus of Elasticity: E-Min= 470000 PSI
Stress Perpendicular to Grain: Fc-perp= 405 PSI
Adjusted Properties
Fb'(Compression Face in Tension): Fb'= 1230 PSI
Adjustment Factors: Cd=1.00 CI=0.97 CF=1.30 Cr=1.15
Fv': Fv'= 150 PSI
Adjustment Factors: Cd=1.00
Design Requirements:
Controllinq Moment: M= -133 FT-LB
Over riqht support of span 2 (Center Span)
Critical moment created by combining all dead loads and live loads on span(s)2, 3
Controllinq Shear: V= 114 LB
At a distance d from riqht support of span 2(Center Span)
Critical shear created by combining all dead loads and live loads on span(s)2, 3
Comparisons With Required Sections:
Section Modulus(Moment): Sreq= 1.30 IN3
S= 7.56 IN3
Area(Shear): Areq= 1.14 IN2
A= 8.25 IN2
Moment of Inertia(Deflection): Ireq= 4.25 IN4
I= 20.80 IN4
Floor Joist[2006 International Building Code(05 NDS)]Ver: 7.01.12
By: Debbera Coker, Mason County on: 11-19-2007
Project: -Location:
Summary:
1.5INx5.5INx5.0FT(3+2)@ 16 O.C./#2-Hem-Fir-Dry Use
Section Adequate By: 388.9% Controlling Factor: Moment of Inertia/Depth Required 3.24 In
SHEAR, MOMENT,AND DEFLECTION DIAGRAMS
Load combination shown: Controlling Shear/Moment/Deflection Diagrams
200 133 Ibs @ 3 ft
100
Shear
(Ibs) 0
-100
-200 -144 Ibs @ 3 ft
200 23 ft-Ibs @ 1 ft
I
100
Moment
(ft-Ib) 0
-100
I
-200 -133 ft-Ibs @ 3 ft
-0.03 -0.004 in @ 1.7 ft
-0.015
Deflection
(in) 0
I I
0.015
I
0.03 0.02in@5ft �
Center Span =3 ft F Right Cantilever =2 ft
Controlling Load Cases:
Shear: Critical shear created by combining all dead loads and live loads on span(s)2, 3
Moment: Critical moment created by combining all dead loads and live loads on span(s)2, 3
Deflection: Critical deflection created by live loads only on span(s)3
LOADING DIAGRAM
A B
Center Span =3 ft Right Cantilever =2 ft
Reactions
. Live Load Dead Load Total Load Uplift Load
A 80 Lb 11 Lb 91 Lb -28 Lb
B 222 Lb 56 Lb 278 Lb 0 Lb
Center Span
Uniform Loading
Live Load Dead Load Total Load
w 40 Psf 10 Psf 50 Psf
Right Cantilever
Page 2
Uniform Loading
Live Load Dead Load Total Load
W 40 Psf 10 Psf 50 Psf
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