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oCONCRETE Gas Piping MANUFACTURED HOME d
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C.n INSULATION
Foundat on Waft SG ISLAS INSULATION Set-up
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FRAMING FfRE DEPARTMENT
rite
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PLUMBING date ate
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Groundwork j TANKS
Date By
Date vy I Date Bay
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Elate ply DRYWALL
Water tine grate '3Y Type:
Date S int.Brace Wall Lj» ED
FINAL INSPECTION
— 1 MECHANICAL �
CD Fire Separation N
W 3te B ate �y Date �a',2 C.
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Type of I nsp. Fait s mate Date Cone By . Comments c,,
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Permit#i � 5 MASON COUNTII''I
BUILDING III 426 W. CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
Job Location W ��� 7�� �✓ ,���
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
found: Items listed below must be corrected to gain compliance
9
t F4w,z- Gr Gas V ✓� esSca�� t✓�
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
0 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
Date i 1 ) 1I-7 Department CORRECTION NOTICE.
Inspector �)(/
DO NOT REMOVE THIS TAG
l-
w
E MASON COUNTY PERMIT NO
I
BUILDING PERMIT APPLICATION
f 426 W. Cedar• P.O. Box 186, Shelton, WA 98584
Shelton (360)427-9670-Belfair(360) 275-4467- Elma (360)482-5269
f
On the web www.co.mason.wa.us
l' APPLICANT INFORMATION CONTRACTOR IN F PMATION c �
Owner L 6 A Company Name -
Mailing ddress `: V4 . Mailir}g Address - `��4 "
City State Zip Code City '"'t -- St Zip Cods `
E '• Phone _ Oth Ph.
Phone p '� Other Ph. _ eIr
Contractor Re # Ex ,ss f -
Lien/Title Holder g, P
E mail address E Mail Address
i Drivers Lic.# DOB Drivers Lie.# DOB
SEPTIC/WATER SYSTEM INFORMATION -Connect to New Septic Existing Septic
Connect to Water System Name of Water System
Well Water System Name of Water System
PARCEL INFORMATION-12 Digit Parcel No Fire District
Legal Description 5 t
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/Greek Pond
Wetland Seasonal Runoff Stream Slopes or Bluffs > 15%
fIs this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes(No
TYPE OF JOB-New Add. Alt Repair, tther PRIMA Y RESIDENCE❑ SEAS 1. ❑
Use of Building Describe Worker
No.of Bedrooms 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
j MANUFACTURED HOME INFORMATION -Make Model Year
i Length Width Serial No.. No.of Bedrooms No.of Bathrooms
Type of Heat Purchase Price S 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
l required from any easement holder or any other party in interest regarding this application or the wok 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 information
provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection.
PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION.
- -----Y..-. Date:
owner/0' ners Re resenta6ve/Contractor indicate which one) i
FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
Building Department
Planning Department
Environmental Health Department
Public Works Department
Fire Marshal
FEES
Building Permit Fee Site Ins ection
f 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
Rooftop Solar system permit
A permit is required to install a rooftop solar system, The cPPst of the permit is $118.40
($28.50 mechanical + $16.90 unit +$73 connection inspection). The permit can be issued as
an over-the-counter permit when you come into the office.
Here's a link to our web page that contains the plumbing/mechanical permit application form
used for the installation of the rooftop solar system. Download the Plumbing/Mechanical
permit application form from here:
http://www.co.mason.wo.us/forms/Community Dev/index phP
You will want to contact the front counter staff to discuss how to obtain a permit without
visiting our office. This email is cc'd to Trish Woolett who can help you. Contact her via
email or phone at (360)427-9670 ext 281 to discuss.
f), _l ' III-C. ENGINEERING&SURVEYING
PO Box 1472
1215 Main Street "Solving.Probteins fol.You" Ph: (541)929-4226
Philomath,OR 97370 Fax: (541)929-4227
November 25, 2013 J McGee Inc Project No. 13-13 T
John Harley
Brimma Solar
117 E. Louisa St. Ste 272
Seattle, WA 98102
RE: Structural Analysis for Solar Panel Installation
Site Address: 3811 W Dayton Airport Rd
Shelton, WA 98584
Dear Mr. Harley:
JD McGee, Inc. has completed the analysis of the roof structure!located at the referenced
address. Our analysis indicates that the roof structural members under consideration are
adequate to support the additional load of the solar panels without modification.
The analysis is based on the framing diagram and loading specifications your company
submitted and which are included with this report. The analysis did not include any on-site
inspections or review of existing conditions. The analysis focused on the top chord of the 2x6
roof rafter as shown on the client-supplied-drawings; other system components including
supports were not evaluated. Adequate support at vertical reaction points is assumed.
If you have any questions concerning the content of this letter, please contact me at(541)929-
4226.
Thank you for allowing us to assist with this project.
p,V ID
Sincer a C,
cGee, PE k 48
S10NN-
Encl.: EXHIBIT A—Client provided Building and site plan
EXHIBIT B—Client provided elevation drawing
EXHIBIT C - Stamped Rafter calculation sheet
EXHIBIT D—Snow Load Map from Mason County we site
1
rF MEMBER REPORT Level,Root Joist
" 1 piece(s) 2 x 6 Douglas Fir-Larch No. 2@ 16"' C
Overall Sloped Length:16'3 11116"
+ +
0 ---- -- — — 0
12
5 "
All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal,
Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) -- System:Roof
Member Reaction Ibs) 459 @ 8'5 1/4" 3555(3.50") Passed(13%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Joist
Shear(lbs) 200 @ 9'1/16" 1139 Passed(18%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use;Residential
Moment(Ft-lbs) -274 @ B'S 1/4" 975 Passed(28%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC
Live Load Deft.(in) 0.0 @ I 9" 0.222 Passed(L/999+) -- 1.0 D+1.01 S(Alt Spans) Design Methodology:ASD
Total Load Defl.(in) 1 0.039 @ 11'9 13/16" 1 0,333 Passed(L/999+) -- 1.0 D+1a0 S(Alt Spans) i Member Pitch:5112
•Deflection criteria:U.(L/360)anrTL(L/240). (�^�-
Overhang deflection criteria:LL(2L/360)and TL(2L/240).
Bracing(Lu):All compression edges(top and bottom)must be braced at 15'9 9/16"o/c unless detailed otherwise.Proper att8chment and positioning of
lateral bracing is required to achieve member stability.
A 15%increase in the moment capacity has been added to account for repetitive member usage.
Applicable calculations are based on NDS 2005 methodology.
— Bearing Length -- �— Loads to Supports(lbs)
Supports TILTAvailable Required Dead Roof snow Total Accessories
Live
1-Beveled Plate-OF 3.50" 3.50" 1.50" 144 138 172 454 Blocking
2-Beveled Plate-DF 3.50" 3.50" 1.50" 209 200 250 659 None
3-Hanger on 5 1/2"DF beam 3.50" Hanger' 1.50" 77 77 96 250 See note 1
•Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. — v---
•At hanger supports,the Total Beating dimension is equal to the width of the material that is supporting the hanger
•'See Connector grid below for additional information and/or requirements.
Connector:Simpson Stron -Tie Connectors
sulspaat Model Sit Length Top Naps 0ece Nails Member Nails dies
3-Face Mount Hanger Connector notfound N/A N/A N/A N/A
-- - Dead Roof Live Snow —�
Loads Location Spacing (0.90) (non-snow:1.25) (1.15) Commen
1-Uniform(PSF) 0 to 14'10 1/2" 16" 20.0 20.0 25.0 Roof
Weyerhaeuser Notes SUSTAINABLE roassTtry INITIATIVE
Weyerhaeuser warrants that the sizing of Its products will be in accordance with Weyerhaeuser product design criteria and published design values.
Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details.
(www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to
circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder lot framer is responsible to
assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable
forestry standards.
The product application,input design loads,dimensions and support Information have been provided by Forte Software Operator
Forte software operator ,lob Notes 11/2512013 10:28:41 AM
's Shane Ottosen Jr Forte v4.1,Design Engine:V5.7.0.245
JD McGee,Inc,
(541)929-4226
shaneottosen@a Jdmcgee.com
Page 1 of 1
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odules 9" or less from roof surface
and 1' awl from all ridge lines
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6'
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16"oc Spans
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Job: D ' ver
3811 Dayton Airport Rd
Shelton WA 98584