HomeMy WebLinkAboutBLD2011-00595 Final Replace MFG Home - BLD Permit / Conditions - 11/21/2011 Inspection Line(360)427-7262
MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352
Mason County Bldg. III 426 W. Cedar P.O. Box 186
Shelton, WA 98584
RESIDENTIAL BUILDING PERMIT BLD2011-00595
OWNER: JEAN SHARER RECEIVED: 7/19/2011
CONTRACTOR: WASHINGTON HOME CENTER (360) 748-6649 LICENSE: WASHIHCO770A EXP: 7/11/201-" ISSUED: 8/30/2011
SITE ADDRESS: 16991 E STATE ROUTE 3 ALLYN EXPIRES: 2/29/2012
PARCEL NUMBER: 122307700060
LEGAL DESCRIPTION: TR F OF SURVEY 5/129 NE SE
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
REPLACE MANUFACTURED HOME WITH NEW HWY 3 ONE MILE SOUTH OF ALLYN TO 16991 ON LEFT HEADING NORTH
General Information Construction &Occupancy Information Square Footage Information
No. of Bedrooms: 2 Type of Constr.: VB
Type of Use: MH Insp.Area: No. of Bathrooms: 2 Occ. Group: R-3 Lot Size: Deck:
Type of Work: NEW Fire Dist.: 5 No. of Stories: 1 Occ. Load: Building:
Valuation: Building Height: 16 Occ. Status: Primary Basement:
Manufactured Home Information Setback Information Shoreline& Planning Information
Make:PRO LABEL Length: 54 Ft. Front: E 161.0 Ft. Shoreline: Ft. Water Body:
Rear: W 25.0 Ft. Slope: 25.0 Ft. SEPA?: No
ModeI:NP44S13 Width: 28 Ft. Side 1: N 138.0 Ft. Shoreline Desig.: Not Applicable
Year:2011 Serial No.: I Side 2: S 180.0 Ft. I omp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Mobile Home Submittal Fee TW 7/19/2011 $264.25 S 120110001
Mobile Home Submittal Fee TW 7/19/2011 $264.25 S 120110001
EH Plan Review TW 7/19/2011 $103.00 S12011000i
Planning Review Fee TW 7/19/2011 $205.00 S12011000(
Foundation Only TW 7/19/2011 $151.50 S 120110001
Geotechnical Asses. Report R AHB 8/17/2011 $255.00 S12011000,
Mobile Home Issuance Fee LDK 8/29/2011 $264.25 S 120110001
Total $1,507.25
BLD2011-00595 Please refer to the following pages for conditions of this permit. Page 1 of 6
CASE NOTES FOR
BLD2011-00595
CONDITIONS FOR
BLD2011-00595
1) A Road Access Permit or Approval must be granted by the Mason County Department of Public Works. For more information contact Public Works, at
(360)427-9670, ext. 450. The building permit will not be"finaled" until the permit holder can show proof that the access permit from Public Works has
been "finaled" and approved.
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2) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division.
There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at
1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
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3) Winer/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28.
4) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered.
A. Drainfield/ Reserve requires a 10ft setback from all footing/foundations.
B. Septic tank(s) requires 5ft setback from all footing/foundations.
C. TZdation
X drains within 30ft, down gradient of drainfield/reserve area.
S
5) Appr ved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
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6) A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement,
inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the
owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel
prior to the commencement of any development activities. *NOTE if Stormwater Management option "A" was selected on the Small Parcel Stormwater
Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan" constitutes
an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are
responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic
system of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final
inspection of the building permit the owner/agent/contra t is cknowledging that all components of the stormwater management system have been
installed as approved on the stormwater site plan. X -
BLD2011-00595 Please refer to the following pages for conditions of this permit. Page 2 of 6
7) The approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical report or assessment. All
applicable recommendations and specifications shall be applied to the development on this site. Any deviation requires stamped written approval from the
registered design professional responsible for the report/assessment, and may require special inspection by same. Structures and/or land modifications
(grading, cuts, fills, etc.) required in the geotechnical report/assessment, may require a separate permit. The geotechnical report/assessment shall
remai a tac_hed to the approved building plans.
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8) �gs and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your
"Appr ved�itePlan"to ensure these structures are shown and meet the setback conditions listed.
9) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan" to ensure
these structures meet the setback conditions listed.
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10) Ttm�porary erosion control measures must be implemented to prevent water que eedation of adjacent waters or wetlands. Silt fencing must be
installed and maintained until upland vegetation has become established. X
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11) Prior to final approval, all upland areas disturbed or neyyly created by construction activities shall be seeded, vegetated or given an equivalent type of
erosion protection (silt fencing or straw matting). X
12) All construction and demolition debris must be rw zovv,�C�d from the property after project completion. Prop or disposal of construction debris must be on
land in such a manner that debris cannot enter or cause water quality degradation of State waters. X
13) All approved plans are required to be on-site for inspection purposes. If an inspection is called for a led plans are not available on site, then approval will
not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building
Fhepl�an
ent prior to any further inspections being performed or approvals granted.
14) review check list and corrections are part of the approved plans and must remain thereto. It is the responsibility of the applicant to make the
corrections indicated on the plans. Once the plans are marked "APPROVED", they shall not be changed or altered without authorization from the Building
Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or
remo I of approved documents will result in failure of required building inspections.
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15) T E FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X
16) The"approved" site plan is required to be on-site for inspection purposes. If an inspectio is requested and the"approved" site plan is not on site, then
approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the
Build 12A Department prior to any further inspections being performed or approvals granted.
X
BLD2011-00595 Please refer to the following pages for conditions of this permit. Page 3 of 6
17) Any retailer, manufacturer or contractor who installs a manufactured home warrants that the manufactured home is installed in accordance with the State
Installation code, chapter 296-150M WAC. All installers hired to do installation work shall be certified manufactured home installers and shall be present
to supervise the installation of all on-site work. An Installer Tag shall be posted on site giving the certification number and signature of the certified
installer responsible for each major part of the installation. RCW43-63B.090
An approved Installer cerification tag shall be placed on the end of the manufactured home directly above or below the HUD certification tag or temporarily
located in plain site within three of the home's front entry. There shall be one certification tag for each certified installer accounting for the work that each
installer performed o installed. certification number and signature of the certified installer responsible for each major part of the installation.
WAC365-210 X
18) If you are installing a manufacturing home and no longer have the installation manual for the home, you must use the instructions of the American
National Standards Institute (ANSI). To order the ANSI instructions you may either get an order form from the Mason County Building Department or you
zc act the Offfice of Manufacturing Housing (360) 725-2800.
19) A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit application. Design, sizing, placement,
inspection and maintenance of stormwater management systems shall be the responsibility of the owner/agent of the developed parcel. It is the
owner/agent/contractor's responsibility to ensure that Mason County Department of Public Works has approved the stormwater site plan for this parcel
prior to the commencement of any development activities. 'NOTE if Stormwater Management option "A"was selected on the Small Parcel Stormwater
Management Application/Worksheet the document entitled "Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan" constitutes
an approved plan based on the criteria listed on the application/worksheet. If the development has, or will have, a septic/drainfield system you are
responsible for contacting Mason County Division of Environmental Health to ensure that the stormwater system will not adversely affect the septic
system of this, or any other, parcel. You may also wish to consult with the septic design professional involved with the project. By calling for a final
inspection of the building permit the owner/agent/contract is acknowledging that all components of the stormwater management system have been
installed as approved on the stormwater site plan. X
20) Owner/builder assumes all responsibility if drainfield/r serve area is encumbered.
A. Drainfield/Reserve requires a 10ft setback from all footing/foundations.
B. Septic tank(s) requires 5ft setback from all footing/foundations.
C. No ound tion drains within 30ft, down gradient of drainfield/reserve area.
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21) The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150' from an approved
access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where
such roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road.
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22) A y changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building
Department prior to construction. All engineering and/or architectural documents are a part of the approved set of plans and shall remain attached
thereto. If documents are removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be
char g and shall be collected by the Building Department prior to any further inspections being performed or approvals granted.
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23) AH construction must meet or exceed all local ordinances and the international codes requirements as adopted and amended by Mason County and the
State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in
permit cation.
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BLD2011,0 95 Please refer to the following pages for conditions of this permit. Page 4 of 6
24) REQUIRED INSPECTIONS (Footing Inspection-prior to pour, Set-up Inspection-prior to skirting, Final Inspection-prior to occupancy). I hereby assume all
responsibility for the scheduling of my required inspections. If the required inspections are not requested, inspected and signed off(approved) by the
inspector in the prescribed order, I understand that reinspection fees and an hourly investigation fee pursuant to the current fees adopted by the Mason
County Building Dept., and will be assessed in addition to my original permit fees to resolve any questionable practices or problems that have been
discovered. I further understand that this investigation will be scheduled as time allows. Until resolution of any/all problems no occupancy(Final
Inspection)will be granted for the residence.
OWNER/CONTRACTOR(indicate which) Signature X
25) Applicant has indicated this is a replacement unit. Prior to Masoh,roun allowing any occupnacy of the new proposed unit, the existing unit which is
on-site and is being replaced MUST be removed from the parcel. X
26) Provisions for surface/subsurface drainage control must be implem' nted with new construction or development on site and MUST NOT adversely impact
adjacent parcels. Under the requirements of Mason County Stormwater Ordinance, either private ditches and drains will meet requirements of the
stormwater ordinance or prior approval will be granted to use an existing utility and drainage easement dedicated for that specific purpose. For further
information regarding this ordinance and the REQUIREMENT to obtain an ACCESS PERMIT for the installation/construction of a driveway or access
connecting from a Mason County Road, Contact the Mason County Public Works Department prior to construction at Ext 450. For any construction which
is proposed to be located within 25'of a Mason County road right of way, it is suggested to contact that office to review future planned work which may
affect your proje t.
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27) Zace nt of structure must comply with standards set forth per the international codes regarding descending and/or ascending slopes.
28) All c anges to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordinaQe or regulation, must be reviewed and approved by Mason County prior to construction.
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29) C6 NSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED
BUILDING CODE.
The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance
with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building
Inspec r shajl be made prior to requesting additional inspections.
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30) The/installation permit shall be displayed in clear view of the site access road. The approved site plan and other applicable instructions, including
installation instructions, shall be available in this location OR placed in the location specified by WAC 296-150M-655. Support configuration shall be
clearly rke in the installation instructions.
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31) Owner/applicant must obtain a seperate it for the placement of any size propane tank serving a fixed appliance within a dwelling structure or unit
prior to the placement of the tank. X
32) All property lines shall be clearly identified at the time of foundation inspection. X
BLD2011-00595 Please refer to the following pages of-r conditions of this permit. Page 5 of 6
3�) All building permits shall have a final inspection performed and approved by the Mason County Building Department prior to permit expiration. The failure
to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with
Mas ordinances and building regulations.
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34) A permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may extend the time for
action for a period not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit
holder ve pre ented action from being taken. No more than one extension may be granted.
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35) The approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical report or assessment. All
applicable recommendations and specifications shall be applied to the development on this site. Any deviation requires stamped written approval from the
registered design professional responsible for the report/assessment, and may require special inspection by same. Structures and/or land modifications
(grading, cuts, fills, etc.) required in the geotechnical report/assessment, may require a separate permit. The geotechnical report/assessment shall
rem:= to the approved building plans.
X
36) An inspection performed by a representative of the geologist, their authorized representative, or engineer of record, shall be completed on-site
prior to the footing pour to verify that earthwork and foundation installation activities comply with the Geotechnical report or assessment
recommendations.
In addition a final inspection report, prepared by a representative of the geologist, their authorized representative, or engineer of record shall
be required to verify that erosion control, drainage and final work is completed in accordance to the Geotechnical report or assessment
recommendations.
Reports shall be submitted to the Mason County Building Dept., PO Box 186, Shelton, WA 98584,prior to the footing and final inspections and
avail#?' for ection.
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37) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners,
conn!= flashing. Install metal connectors approved for contact with the new types of pressure treated material.
X
38) Retaining walls needed to support a sur ge such as structures, roads, or to support slopes, shall require a separate building permit and approval prior
to construction of the retaining wall. X
This permit becomes null and void if work or construction authorized is not commenced within 180 days, or if construction or work is suspended for a period of 180 days at any
time after work is commenced. Evidence of continuation of work is a progress inspection within the 180 day period. Final inspection must be approved before building can be
occupied. Proof of continuation of work is by means of a progress inspection.The owner or the agent on the owners behalf, represents that the information provided is accurate
and grants employees of M on County access to the above describ property and structure for review and inspection.
OWNER OR AGENT: DATE:
BLD2011-00595 Please refer to the following pages for conditions of this permit. Page 6 of 6
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CONCRETE 2 MECHANICAL MANUFACTURED HOME _
o Date By ' D
Footings 1 Setb'� ks Gas Piping Ribbons M
o Interior Date By Interior-Date By Date B./
nI
o
Exterior Date Grp` ,J� By Exterior-Date B Set-up
__ L
INSULATION `� BY M
Point Load/isolated Footings Date _ T
BG!SLAB INSULATION / / --- J ---- Z
Date By Data By FIRE DEPARTMENT
Foundation Wails Floors Date By
Date By Data By DECKS
FRAMING Walls Date By
Date By Data By PROPANE TANKS
PLUMBING vault Date 13y
Date By OTHER
Groundwork Attic
Date By Type
Dale BY _ Date By
D.W.v DRYWALL Type
Int.Brace Wall Date By W
Date By Date By r
,v
FINAL INSPECTION 0
N Water Line Fire Separation N
CD
co Date By Date By Date By
m ,
s Pass or Request Inspect. c
Type of Insp. Fail Date Date Done By Comments
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MASON COUNTY PERMIT NChLY=,Ql 1
BUILDING PERMIT APPLICATION
426 W. Cedar• P.O. Box 186, Shelton, WA 98584
Shelton (360) 427-9670 • Belfair(360) 275-4467• EI a 60) 482- 26 } _
On the web www.co.mason.wa.us j. �1 S j�
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner Company NameY
Maili dress Mailin Address
City. State IAICA Zip Code City _State Zip Cod
Phone Other Ph. Phone ' &00ther Ph.
Lien/Title Holder N� 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
Connect to Water System Name of Water System
Well Water System Name of Water System
PARCEL INFORMAT ON- 12 Digit Parcel No 1 Fire District
Legal Description S IZ 2
Sr-
Site Address(Pleapp include street name street um ter and city f 1,__
Dirpactions to site (.
/ /1
Will timber be cut and soFd in parcel preparation?Yes o f
Is property ' hin 200' of Saltwater Lake River/Creek / Pond
Wetland Seasonal Runoff Stream Slopes or Bluffs > 15%
Is 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 Other PRIMARY R SIQENCE SEASONAL ❑
Use of Building Describe Work - h
No. of Bedro ms No.of Ba hrooms Square Footage- 1 st Floor o 2nn�d Floor
3rd Floor 1A Basement Deck1,11A_covered Deck L`/ Other- 1— Sq. ft.
Garage Attached Detached Carport Attached Detached
MANUFA, TURED HOME INFORMATION -Make V Model `t H-1) Year
Length Wi th .-7 Serial No. No. of Be�oms— No. of Bathrooms
Type of Heat Purchase Price$ '-,R6P.;Z0i Replacement Uni
Installer Name Certification
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 information
provided is accurate and grants employees of Mason County access to the above described property and structure for review and inspection.
WPROOFCONTINUATION OF WORK IS BY MEANS OFA PROGRESS INSPECTION.
Date:
7- /9 -,201/
wner/Owners Re resentative/Contractor indicate which oneFICIAL 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 Inspection
Plan Review Fee EH Review Fee
Plumbing& Base Fee Planninq Review Fee
Mechanical & Base fee Other
Wood/Gas/Pellet Stove Fee State Fee
Violation Fee Pre-Paid at Submittal
Valuation $ TOTAL FEES
I`
N e Parcel# �C V BLD#
Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 1 of 2)
Per Mason County Code,Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is
made for residential development, or redevelopment',with more than 2,000 square feet of impervious surface2.
'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development
including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not
part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment.
2Common impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas,
concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the
natural infiltration of stormwater.Open,uncovered retention/detention facilities shall not be considered as impervious surfaces.
To Calculate Impervious Surfaces Please Complete This Table'
Surface Type Len th X Width = Area *All dimensions in feet
Buildings X =
X = Measurements for buildings are taken at the
X _ perimeter of the farthest projections (example:
eaves/gutters)
X =
Driveways X =
X = Length of drive begins at the right of way
X =
Parking Areas X =
X = Any paved, gravel or packed area per definition
above table
X =
Patios/Walks X =
X = Any paved, gravel or packed area per definition
above table
X =
Others X =
X = If the total impervious area of the proposed site
X = development is greater than 2000 square feet a
Small Parcel Stormwater Site Plan is Required
Total Impervious Surface Area(sum of all areas)
If the Total Impervious Surface Area is LESS THAN 2000 Square Feet, please read,acknowledge and sign below.
Based Upon the information you have provided a Stormwater Site Plan IS NOT required for this development activity.
Owner/Builder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or permit revocation.
Acknowledgement of such is by sig ature below.I declare that I am the owner,owner's legal representative,or the contractor.I
further acknowledfe that the inf do r A d is accurate and employees of Mason County are granted access to the above-
described pr for re 'e nsp n may be required.
X O or/Agent/Contractor(circle one)Date:/
If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet, please read, acknowledge and sign
the information provided on page 2 of 2.
Page 1 of 2
Name Parcel# BLD#
Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 2 of 2)
Based Upon the information you have provided a Stormwater Site Plan IS Required for this development activity.
Title 14, Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater
Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website:
http//www.co.mason.wa—us/code/commissioners/index.htm
Please follow the links to "Title 14, Chapter 14.48 Stormwater Management".
Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan
(Mason County Code Title 14 Chapter 14.48 section 14.48.70). You will receive a copy of the Public Works document
entitled "Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan". This document will assist
you in preparing the necessary information and plans for Public Works to review and approve. Per Department of
Public Works this document will constitute an approved plan if all of the relevant details* are to be installed in
their entirety AND no part of the stormwater system adversely affects any septic system (see Environmental Health
information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval.
A design by a registered professional may be required for more complex sites.
*These details are found in the document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan
on the pages that begin with"Handout"
PLEASE INITIAL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE
A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed
in their entirety AND the system will be located as not to adversely affect any septic systems on this,or any other,parcel.
B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the
system will be located as not to adversely affect any septic systems on this,or any other,parcel.
If you have further questions pertaining to parcel drainage and stormwater management Mason County's Public Works
Department can provide additional instructions,guidance and examples. (Section 14.48.130)contact Public works at:
Phone: (360)-427-9670 EXT.450
Mail: P 0 Box 1850, Shelton WA 98584
Physical:415 N 6th St, Shelton WA 98584
If this development has,or will have, a septic/d ra infield system you may need to contact Mason County Division of
Environmental Health to ensure that the stormwater system will not adversely affect the septic system of this,or
any other,parcel. You may also wish to consult with the septic design professional involved with the project. Mason
County Division of Environmental Health can be reached at:
Phone: (360)-427-9670 EXT.352
Mail:P 0 Box 1666, Shelton WA 98584
Physical:426 W Cedar St, Shelton WA 98584
A condition will be added to the building permit that states,in part, that all conditions the stormwater site plan will be met
prior to a request for final inspection of the building permit.
Owner/Builder/Agent Acknowledges that 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,owner's legal representative,or the contractor.I
further acknowl
edge a that the information provided is accurate and employees of Mason County
g pC ty are granted access to the above-
described property for review and inspection as may be required.
X Owner/Agent/Contractor(circle one)Date:
Page 2 of 2
FOOTING
- - - - - - - - - - - - 1 — — — — — — — — — - - - - - - - - - � TOENAIL TO MUDSILL AS
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to
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FOOTING NOTE: \ 1 012" D.C. AT SIDEWALLS ANUFACTURED UNIT
WALLS AND FLOOR
STEEL I-BEAM POST BASE FOOTING NOT SHOWN. \ 13'-6" SIMPSON LPT4 CONNECTION OPT70N.' 2x6 7RTD TL' W/SIMPSON
REFER TO UNIT MANUFACTURER SPECIFICATIONS \ Fl£LD USE 14 LPT4 AT ENDWALLS
I FOR SIZE AND PLACEMENT. \ \ VERIFY AND (1) LPT4 0 64" D.C. AT O.C. ENOCHORS 0 2-6"
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\ \ SCREENED VENTS
\ LOCATE BETWEEN
L - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - \ MUDSILL ANCHORS I #4 VERT 0480.C.
27'FIELD I — _ _ MARRIAGE LINE _ _ _ _ — _ MAINTAIN 4" MIN. CENTERED IN STEM
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Checked By. T.M.
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.1 ,
/ DOWNSPOUT LINES SHALL �J"
CLR (2) //4 CONT mop�A.Algs0h
1 NOT BE CONNECTED TO 1' `"
I I SIDEWALL
I / FOOTING DRAINS OR PERFORATED FOUNDATION DRAINS SHOULD
L — — — — — — — — — — — — — — — — — — �� PERFORATED PIPE WITHIN BE LOCATED AT THE FOOTING LEVEL WITH
- - - - - - - - - - - 10' OF FOOTINGS �31779
L — — — — _ — J HOLES FACING DOWN
TYPICAL STEMWALL/FOOTING DETAIL ,
49'-11j"FIELD VERIFY 3'-7b" SCALE: 1 2=I /
FIELD VERIFY F NDA T/ON PLAN pc r 6'n Dv- 7v s� cGo _T�cxl(A
S1OuV�/ W kn r Z VC
o
SCALE _ prig
CODES STRENGTH
o
CARPENTRY
ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE TWENTY-EIGHT DAY COMPRESSIVE STRENGTHS SHALL BE: FRAMING LUMBER SHALL BE OF NO.2 OR AS SHOWN ON THE - MANUFACTURED UNIT zo
e— 2006 INTERNA77ONAL BUILDING CODE(IBC)AS AMENDED AND ADOPTED DRAWINGS. ALL 2"LUMBER SHALL BE KILN DRIED (KD). EACH WALLS AND FLOOR W-rr-r)PE LOCAL BUILDING AUTHORITY. ALL REFERENCE TO OTHER CODES PSI SLUMP PIECE OF LUMBER SHALL BEAR STAMP OF WEST COAST
AND STANDARDS, (ACI, ASTM, ETC.), SHALL BE FOR THE LATEST OR SLABS 2,500 3" +/ 1" LUMBER/NSPEC770N BUREAU(WCL/B) AND/OR WESTERN WOOD ADD SIMPSON MSTC28 OR
MOST CURRENT ED177ON AVAILABLE. PRODUCTS ASSO,:AT70N(WWPA) SHOWING GRADE MARK. 2x6 TRTO
FOOTINGS 2,5EA 4" +/- 1" LSTl22 STRAPS ® 48" O.C.
THESE SLUMPS MAY BE INCREASED WITH PROPER PROVIDE CUT wA_rI£Rs DR M.Lw. WHERE 6oLS HEADS, NUTS
MISCELLANEOUS AND LAG SCREW?EAR ON WOOD. TREAT ALL WOOD IN MAX AT END WALLS AND 64" o
VERIFY ALL DIMENSIONS AND COND177ONS IN THE FIELD. CONSTRUCTION ADDITION OF ADMIXTURES FOR WORKABILITY WITHOUT CONTACT WITH CONCRETE MORTAR, GROUT, MASONRY, AND 0.C. MAX AT SIDEWALLS
DETAILS NOT SPECIFICALLY SHOWN ON THE DRAWINGS SHALL FOLLOW CHANGING THE WATER CONTENT OF THE ORIGINAL WITHIN 12"OF EAR,TH; ALL WOOD OVER WATER; AND ALL WOOD ai `Fi
SIMILAR DETAILS OF SECTIONS OF THIS PROJECT AS APPROVED BY THE APPROVED MIX DESIGN. ADMIXTURES CONTAINING IN CONTACT WITH EARTH; WITH PENTACHLOROPHENOL IN LIGHT FILL ALL HOLES W11ODXI}" W
ENGINEER. CHLORIDES ARE NOT PERMITTED UNLESS APPROVED BY MINERAL OIL OR WATER BORNE PRESERVATIVES, IN HDG NAILS.
THE ENGINEER. ACCORDANCE WITH AWPA SPECIF7CA770NS FOR THE PRESSURE ` W a
SITE WORK TREATMENT OF WESTERN WOODS. LATEST EDITION. RETEN77ON Z a
EXCAVATION MATERIALS TO BE AS FOLLOWS ABOVE GROUND IN CONTACT WITH
EXCAVATE TO DEPTH SHOWN AND TO F/RM UND/S7URBED MATERIAL. C£MENP ASTM 750, TYPE I OR TYPE 1-11. ENGINEER'S APPROVAL IS CONCRETE, MORTAR, ETC. --.30; OVER WATER--.40; IN
CONTACT NTH EARTH--.60. WHERE POSSIBLE, PRE—CUT tt�� U] y
OVER—EXCAVATIONS SHALL BE BACKFXLED WITH LEAN CONCRETE NEEDED FOR USE OF TYPE Ill CEMENT. COARSE AND FINE MA TER/AL BEFORE TREATMENT. ALL FIELD CUTS AND DRILLED �L : ai
(/'c=2,000 PSI)AT THE CONTRACTOR'S EXPENSE. EXERCISE EXTREME AGGREGATE., ASTM C33. WATER SHALL BE CLEAN AND POTABLE. HOLES SHALL BE•`TEED TREATED IN ACCORDANCE WITH AWPA
CARE DURING EXCAVATION TO AVOID DAMAGE TO BURIED LINES, TANKS REINFORCING STEEL M-4. THIS REPAIR SHALL BE USED IF THE Z F-
AND OTHER CONCEALED ITEMS. UPON DISCOVERY, DO NOT PROCEED WITH DETAIL, FABRICATE, AND PLACE PER ACI-315 AND ACI-318. MANUFACTURED UNIT IS REPORTEDLY "TOO HIGH" & W
WORK UN77L RECEIVING WRITTEN INSTRUCTIONS FROM ENGINEER. SUPPORT REINFORCEMENT WITH APPROVED CHAIRS SPACERS, OR 77ES CARPENTRY HARDWARE Q i
DRAINAGE AS NECESSARY TO AVOID WATER—SOFTENED SUBGRADE F-
DEFORMED BAR REINFORCEMENT. ASTM A-615—CR 60 WELDED WIRE BOLTS$HALL BE ASTM A-307. WASHERS SHALL BE TO BEAR ON FOUNDATION WALL PT Ip. Q
FABRIC: ASTb1 A-185 &ASTM A-82 FY=65 KSI MALLEABLE IRON WASHERS(MIW) OR HEAVY PLATE"CUT
FILL, BACKFILL AND COMPACTION Q W
BACKFILL AGAINST WALLS SHALL NOT BE PLACED UNTIL AFTER THE WASHERS. NAILS "SHALL BE COMMON, HER PL OR CANADIAN 7�
REMOVAL OF ALL MATERIAL SUBJECT TO ROT OR CORROSION. ALL FILL DEFORMED BAR ANCHORS: ASTM A-496 MANUFACTURER ONLY. LAG SCREWS, SHEAR PLATES—SEE z 0 3
ALL REINFORCING SHALL 8E LAP—SPLICED A MINIMUM LAP OF 40 SNA HALL B DESIGN SPECIFICATION. ANCHORS AND CONNECTIONS W
PLACED AGAINST RETAINING WALLS OR BASEMENT WALLS SHALL BE FREE SHALL BE SIMPSON, IECO, LUMBERLOK OR ICBO APPROVED.ALL REPAIR/SHIM DETAIL DRAWINGS. _� � �
DRAINING GRANULAR MATERIAL. STRUCTURAL FILL OTHER THAN PEA BAR DIAMETERS EXCEPT AS NOTED SPECIFICALLY ON THE X OF FASTENERS SHALL BE INSTALLED PER MANUFACTURERS
HORIZONTAL STRUCTURAL DRAW NO MORE THAN 50 OR VERTICAL SCALE.: C w
GRAVEL SHALL BE GRANULAR, PLACED/N 6 INCH LIFTS AND COMPACTED RECOMMfNDAT10N:i UNLESS OTHERWISE SHOWN. HARDWARE � _
TO R OF IRS MAXIMUM DRY DENSITY AS DETERMINED AT LEAST 95 BY BARS SHALL BE SPLICED AT ONE LOCATION. PROVIDE ELBOW BARS z ur
EXPOSED T US
ASTM D-1557(MOD PROCTOR G
) SHALL 8E C AND ASTM D-698 (STANDARD PROCTOR). (40 DIAMETER) TO LAP HORIZONTAL STEEL AT CORNERS AND WEA'IZEAL GALVANIZED
OR IN UNHEATED POR77GN5 OF BUILDING
PER SEC TON 5.2.70. _
PEA GRAVEL FILL SHALL HAVE A MAXIMUM PAR77CLE SIZE OF 3/8" INTERSEC77ONS IN FOOTINGS AND WALLS. LAP WELDED FABRIC 12"OR W
Z 5
DIAMETER. ONE SPACING PLUS 2", WHICHEVER/S MORE. BASIC DESIGN CRITERIA z F
FORCING (UNLESS swowN D7HERwfs£) WIND EXPOSURE: R. 85 MPH DESIGN SPEED
BOTTOM OF FOOTINGS THIS FOUNDATION DESIGN MEETS THE INTENT OF HOUSING H
=
STRUCTURAL CONCRETE CONCRETE COVER ON REIN SEISMIC SITE CLASS: D7
J. AND URBAN DEVELOPMENT PERMANENT FOUNDAT70NS GU/OE FOR
GENERAL CT
SOILS: 1,500 PSF BEARING (ASSUMED) �j
ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING RfOUIRfM£NTS OF w
FORMED EARTH FACE AND SLAB ON GRADE 2- ROOF SNOW LOAD: 25 PSF MANUFAURED HODS/NG. DATED SEPT. 1996 AND APPLICABLE U)
G SL
w td
A -301, 'SPECFICAT70NS FOR STRUCTURAL CONCRETE FOR BUILDINGS BOTTOM OF INTERIOR SLAB 3/4"
" SECTIONS OF HUD 4145.1 REV-2 AND 41SO.1 REV-1. � N
PROPOR770NING OF INGREDIENTS FOR EACH CONCRETE MIX SHALL BE BY y�
METHOD 2 OR THE ALTERNATE PROCEDURE GIVEN IN ACI-301. PLACE w
CONCRETE PER AG-304 AND CONFORM TO AG-604(306)FOR WINTER CONDUIT IN SLAB _ c Z
CONCRETING AND ACI-605(305)FOR HOT WEATHER CONCRE7ING. USE ELECTRICAL CONDUIT IN SLABS, SHALL BE PLACED AT THE C C
INTERIOR MECHANICAL VIBRATORS WITH 7,000 RPM MINIMUM FREQUENCY. DO MID—DEPTH OF THE SLAB AT A MINIMUM SPACING OF THREE TIMES 1..t s E S E PLANS MUST B G �+ 2
NOT OVER-08RATE. CONCRETE SHALL BE PLACED MONOU7HICALLY BETWEEN 77-IE CONDUIT DIAMETER. CONDUIT OUTSIDE DIAMETER SHALL NOT 3i rn
CONSTRUCTION OR CONTROL JOINTS. PR07ECT ALL CONCRETE FROM EXCEED ONE—THIRD OF THE SLAB THICKNESS ON THE JOB SITE
INDEX- 2869_PNDT
PREMATURE DRYING, EXCESSIVE HOT OR COLD TEMPERATURE FOR SEVEN FOR INSPECTION ros: 2869
DAYS AFTER PLACING. +
S1
TOTAL SHEETS 1
122293200050
Anti 122293004010
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Building Permit # MASON COUNTY `
BUILDING 111 426 W. CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
Job Location /&77
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
ound: Items Listed below must be corrected to gain code compliance
>0 el CL �2
_ o�✓ ��-7'���i�G �.+�! G-�oyr✓o V'�G7c.�' �?� ,���?tf �l�/-�r/�--sf
< < 0!*IC Z AZ
Lr9�%-vim fps c�//�� /�.s ��'T //7 S c� /�'✓//�'.� �G ''�vi.
D / l✓�/�S'� ir/T /SF
Ord .✓f7A - 1:2:5>/ /9 L %
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
❑ Make corrections, items will be checked on next inspection
❑ OK to
❑ This is not a complete inspection Department
Date 1 1- 2 _// Inspector
■ sov 1: 00T ► MOOV T 1 T ' ,slw
r
FILE
COPY_
PERMIT NUMBER:
REVIEWED FOR r6w�zo1 ' _60"
CODE COMPLIANCE
MASON COUNTY
BUILDING DEPARTMENT
�Y— Date l� �� NAME ON PERMIT:
S��,rri✓' �-�G�
ADDRESS:
PARCEL NUMBER:
I2230 7-7 OOC-v
See Mason County
Manufactured Home Checklist (attached)
Review pages 9-12 for general
requirements and a manufactured home inspection checklist.
All decks, stairs and guards must meet minimum code requirements.
Useful details and information are attached to the checklist.
See also item numbers 1 , 30, 31,32,33,34, 35, 36, 44, 49, 53, 55, 56, 69, 96, and 110.
For information about skirting vents and crawl space access
requirements see item #51 and #60.
Site address must be posted see item #78.
APPROVED .�
MASON COUNTY E)CD PLANNING
SITE PLAN REQUIRED TO BE ON SITE
CHANG SUBJET TO APPROVAL
llJ// A/,
PLANNING
� d
FLLLANNING: �^
B ACKS ARE MEASUREDM THE FURTHEST
I PROJECTION OF THE BUILDING
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0
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71
D
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Src►irs 9
31 32, 31 74,3s dr 3� ` THESE PLANS MUST BE"
ON THE JOB SITE
FOR INSPECTION
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MASTER BEDROOM 0 LIVING ROOM
194.68 SOFT. $ 285.25 SOFT.
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EGRESS EGRESS
9-101/2' 2'-3'
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