HomeMy WebLinkAboutBLD2011-00470 Cancelled Replace Bathroom - BLD Permit / Conditions - 7/13/2011 Inspection Line(JbU)42/-/2ti2
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
IFF10
RESIDENTIAL BUILDING PERMIT BLD2011-00470
OWNER: STEVE WARDELL RECEIVED: 6/10/2011
CONTRACTOR: LICENSE: EXP: ISSUED: 7/13/2011
SITE ADDRESS: 1741 NE MISSION CREEK RD BELFAIR EXPIRES: 1/13/2012
PARCEL NUMBER: 223255004005
LEGAL DESCRIPTION: MISSION CREEK BLK: 4 LOT: 5
PROJECT DESCRIPTION: DIRECTIONS T SITE:
REPLACING BATHROOM ST RT TO E FAIR, L ON RT 300/NORTH SHORE RD. R ON
MISSI CR E RD TO SI DDRESS ON THE LEFT SIDE
General Information Construction &Occupancy for on Square Footage Information
No. of Bedrooms: 1 e of nstr. B
Type of Use: SF sp.Are No. of Bathrooms: cc roup: R-3 Lot Size: Deck:
Type of Work: REP Fire Dist.. No. of Storie 1 Oc Loa Building:84
Valuation: $ 8,479. uilding ig 1 Occ. tat a Basement:
Manufactured Home I formation Set ck I orm io Shoreline&Planning Information
Make: Len h: Ft. nt: �tt
. Shoreline: Ft.
Water Body:
SEPA?:
Model: Wi h: Ft.
ar: . Slope: Ft. Shoreline Desig.:
d Ft.
Year: Serial No : ide 2: Ft. Comp. Plan Desig.:
Plumbing Fixture Mechanical Fixtures FEES
Type Qt Type Qty. Type By Date Amount Receipt
Water Closets (Toilets) 1 Dryer Vent 1 Plan Check Fee GMM 6/10/2011 $108.71 S 120110001
Clothes Washer 1 Ventilation Fan 1 EH Plan Review KKK 6/10/2011 $103.00 S620110001
Lavatories 1 Building State Fee LDK 7/7/2011 $4.50 S12011000(
Showers 1 Building Permit Fee LDK 7/7/2011 $167.25 S12011000(
Water Heaters 1 Mechanical Permit Fee LDK 7/7/2011 $18.00 S12011000i
Mechanical Base Fee LDK 7/7/2011 $28.50 S 120110001
Plumbing Permit Fee LDK 7/7/2011 $43.50 S120110001
Plumbing Base Fee LDK 7/7/2011 $24.70 S12011000(
Total $498.16
BLD2011-00470 Please refer to the following pages for conditions of this permit. Page 1 of 5
` CASE NOTES FOR
BLD2011-00470
CONDITIONS FOR
BLD2011-00470
1) 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
1-80Q 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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2) All approved plans are required to be on-site for inspection purposes. If an inspection is called for and 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
Departimnt prior to any further inspections being performed or approvals granted.
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3) Owner/)Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28.
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4) The plan 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
remg�ral f approved documents will result in failure of required building inspections.
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5) All wall cavities serving as exterior walls, exposed during construction or remodeling work shall be insulated to the full depth of the wall cavity and
insp tgd prior to covering. Insulation R-values shall be as follows: 2x4 wall cavities min. R-15 and 2x6 wall cavities min. R-21.
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6) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X JOJ
7) The"approved" site plan is required to be on-site for inspection purposes. If an inspection 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
Bup Department prior to any further inspections being performed or approvals granted.
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BLD2011-00470 Please refer to the following pages for conditions of this permit. Page 2 of 5
LA/ vvasninyton gate Cnergy Lone uompnance nas peen approvea as rollows:
Heat Type: Electric or other than electric, Compliance Method: Prescriptive option III, Window(Max U-Factor):0.30, Skylight(Max U-Factor):0.50, Doors
(Type/Max U-Factor):0.20 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation R-38 advanced or R-49 standard, Vault Insulation R-38,
and Slab Insulation R-10.
In addition the following credit from Table 9-1 shall be completed:
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9) A minimum of 50 percent of all luminaires shall be high efficacy luminaries unless lighting compliance was approved using the options available in WSEC
Section 1520 or 1530. Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall
be high efficacy luminaries unless permanently installed outdoor luminaires are controlled by a motion sensor(s)with integral photocontrol photosensor or
installed in or around swimming pools or water features. All fluorescent fixtures must be fitted with T-8 or smaller lamps (but not T-10 or T-12 lamps).
Refergnc WSEC 505.
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10) REQUIREMENTS FOR ROOF COVERINGS. Roof coverings shall be applied in accordance with the applicable provisions of the current code and the
manufactu is installation instructions.
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11) 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/contrac or i acknowledging that all components of the stormwater management system have been
installed as approved on the stormwater site plan. X • s
12) 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.
X�fou dation drains within 30ft, down gradient of drainfield/reserve area.
13) Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other
vertic con ete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2).
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14) All 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 re ocation.
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BLD2011-00470 Please refer to the following pages for conditions of this permit. Page 3 of 5
*►
15) Provisions for surface/subsurface drainage control must be implemented 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 loc ted 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
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16) Place�ntlof structure must comply with standards set forth per the international codes regarding descending and/or ascending slopes.
17) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordin nce o regulation, must be reviewed and approved by Mason County prior to construction.
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18) CONSTRUCTION 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 intern tional codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building
Ins pe or sh be made prior to requesting additional inspections.
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19) All property lines shall be clearly identified at the time of foundation inspection. X
20) 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
Mason County ordinances and building regulations.
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21) All 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
holde hav prevented action from being taken. No more than one extension may be granted.
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22) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners,
Xnctor , and flashing. Install metal connectors approved for contact with the new types of pressure treated material.
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23) Retaining walls needed to support a surc.arge uch as structures, roads, or to support slopes, shall require a separate building permit and approval prior
to construction of the retaining wall. X
BLD2011-00470 Please refer to the following pages for conditions of this permit. Page 4 of 5
44) by detinition, propane tanks and neatpumps are structures, wnicn must meet setbacK conditions. Please cnecK your"Approved bite Flan"to ensure
these struct res meet the setback conditions listed.
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25) Landings and tairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your
-App ved Si Plan"to ensure these structures are shown and meet the setback conditions listed.
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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 Nkvjf, .unty access to a ab a des ibed property and structure or review and inspection.
OWNER OR AGENT: DATE: I
BLD2011-00470 Please refer to the following pages for conditions of this permit. Page 5 of 5
Mir
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CONCRETE MECHANICAL MANUFACTURED HOME D
0Date
Footings/Setbacks Gas Piping By Ribbons X
06 Interior Date By Interior-Date By Date By M
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oExterior Date g_� By Exterior-Date By Set-up r
Point Load i Isolated Footings INSULATION Date By co
BG I SLAB INSULATION - m
Date By Data By FIRE DEPARTMENT C
Foundation Walls Floors Date By M
Date By Data By DECKS _--
FRAMING Wails Date By
Date By Data By PROPANE TANKS
PLUMBING vault Data By
Date By OTHER
Groundwork Attic
Date By Date By Type-
Date By
D.w.v DRYWALL Type-
Dale
Brace Wall Date By, IOU
mDate By Date By r
v FINAL INSPECTION v
W Water Line Fire Seperation N
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Date By Date By Date By
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s Type of Insp. Fail Date Date Done By Comments N
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coalvr MASON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
Mason County Bldg. III, 426 West Cedar Street
PO Box 186, Shelton, WA 98584
1854 www.co.mason.wa.us (360)427-9670 Belfair(360)275-4467 Elma(360)482-5269
Concrete Foundation 4'6" Wall Height (Maximum)
'/2"x 10" anchor bolt
6'0" o.c., 2 bolts per plate,
within 12" of the end of every Sill plate
plate with 3"x Yx 1/4" plate (R319.1)
washers @ all braced wall lines.
Bolts shall extend
at least 7" into concrete.
izontal bar in stem wall
of the top of the wall.
6" min. (R404.14)
Max.wall !L(wi,th
ht.4'6"
cal bar 48" o.c. standard hook when a
Wall thicknessnt exists between the wall and footing.
Minimum 6"
maximum III ! Foundation
backfill -I I I I- j drain
(R405)
I _ _
., IIII - IIII -
Reinforcement minimum = (1)#4 horizontal
3"from bottom of footing. -' bar in footing
I I
Height is W „
measured
from top of
footing, or Story 1 2 3
top of slab
to top of Thickness ( " T " ) 6" 6" 8 Y2"
wall.
Width ( " W " ) 12" 15" 23"
Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the
foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches
elsewhere. (R404.1.7). For purposes of determining wall height the concrete wall is measured from the top of
the footing to the top of the concrete wall. In basements the wall height is measured from the top of the slab to
the top of the concrete wall.
Surface drainage shall be diverted to an approved point of collection so as to not create a hazard. Lots shall be
graded so as to drain surface water away from foundation walls. The grade away from foundation walls shall fall
a minimum of 6 in. within the first 10 ft Exception: Where lot lines, walls, slopes or other physical barriers
prohibit 6 in. of fall within 10 ft. drains or swales shall be provided to ensure drainage away from the structure.
(R401.3)
1
RECEDED
BUILDING SEP 07 2011
426 W. CEDAR ST.
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Request To Revise An Approved Plan
Permit Number: BLD2-eft - 00 Name
Parcel Number gA325 - 60 - 0 Phone Number daytime
Project Address Mailing Address
I'7q1 nE rY1 h Ian CApj x-
Please provide a complete, detailed descript'on of the propo ed revisions to the proved plans
P.vpb Lvl l -
Sr 1� o �ol�
Are two sets of the revised plans or addendum indicating the changes included? xYes ❑ No
Are the approved site plans included? ❑ Yes ❑ No
Are the revisions clearly and accurately identified on the plans or addendum? ❑ Yes ❑ No
Does the plan contain an engineer's or architect's lateral or vertical analysis? ❑ Yes ❑ No
If Yes, Has the engineer or architect approved this revision? ❑ Yes ❑ No
Is a stamped and signed approval included with this request? ❑ Yes ❑ No
(Note:No structural changes to a"designed"plan will be approved without the written consent of the engineer and/or architect of record.)
Does the proposed revision modify the footprint or location of the structure? ❑ Yes ❑ No
If Yes, Is a revised site plan, with all new setback dimensions included with this request?
❑ Yes ❑ No
Additional Information:
Applicant's signature / ����nfX XC Date:
Office Use Only Received by:
Date Sent Assigned To Approved By Date
l� Original Valuation: $
Ljoit, 141111 Additional Valuation: $
Sq.Ft x$ $
w .Ft x$ $
H 611r,
^` 3+flotal New Valuation $
Additional Fees:
Additional Planning Dept. $
Additional Plan Review $ {
Additional Conditions/Comments: Additional Building Permit $ -76
Additional Plumbing $
Additional Mechanical $
Additional E.H.Dept $ 4.1(
Other $
Total Amount Due: $
x` IZQ Amount To Be Paid Up-Front P $
IrZ)C) +' �.(.�h--ems� TT�.IC• V� � t ir1.S(��GAL�NL.:,
MASON COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT
WSEC/Ventilation Code Compliance Application
Owner: Parcel#:vim 3a6_ 56. Type of project:-B,4 r 171.
Total Sq. Ft. ,1+n 6 1'F,Igor: / 2" floor: Heated Basement:
of heated area:. C Lf `�
Heating System Type: AElectric wall heater O Electric Central Furnace O LPG F
O Heat Pump with electric furnace O Heat pump with gas furnace O Ductless Heat Pump �U� a i '1
O Boiler, specify fuel type: O Other: Specify:
Glazing Prescriptive Option see reverse side circlet/ *
Percentage: Compliance
Method O Component Performance , Chapter 5— Calculation worksheets required
Check one::
O Other (Specify):
Check one O Whole House Ventilation system O Whole House Ventilation O Other,
Ventilation using exhaust fans&window or Integrated with a Forced Air describe:
Syste I fresh air vents(M1508.4) System (M1508.5)
Referencing WSEC Section 901, "Additional Residential Energy Efficiency Requirements," all
NEW residential units must develop 1credit from Table 9-1. Identify and describe which option(s)will be used
ENERGY to comply. if the table is not attached to this form you can access the table on our website at:
CREDITS htt ://www. o.mason.wa.us/forms/Communi D /index. h .
Option: Descriptio
Table 9-1
Window & Door Schedule(If needed, attach an additional sheet)
Total
Manufacturer Room/location U-Factor Size Quantity Square Feet
Windows: J
Windows: Total Sq. ft.
Doors:
Doors: Total Sq. Ft
Total window and door area
Total window& door area /(divided by)total sq. ft of heated area = %of glazing
MASON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
Permit Assistance Center
SHELTON (360) 427-9670 BELFAIR (360)275-4467 Elma (360)482-5269
FAx: (360) 427-7798 WEB SITE: www.co.mason.wa.us
P.O. Box 186, SHELTON 98584
2009 Washington State Energy Code (WSEC)
Effective January 1, 2011.
Ventilation & Indoor Quality
Ventilation code provisions are now located in the 2009 International Residential Code (IRC), 2009
International Mechanical Code (IMC), & 2009 International Building Code
The following information will be required for the WSEC and ventilation code plan review:
1. Complete the Washington State Energy Code/Ventilation code application located on the reverse side
including information about the project, proposed compliance methods and proposed energy credit(s) listed
in Table 9-1 attached to this form. All dwelling units are required to develop at least one credit from Table
9-1.
2. Include all windows, skylights, sliding glass doors, french doors and any other door with 50% glass or more
on the window and door schedule. Use rough opening dimensions to calculate size. It is always helpful to
list the u-factors of windows and doors, if known. If you do not know u-factors, the plan reviewer will
assume that all window & door glazing will have the required u-factor of the compliance option. When
using the area weighted average methods to comply with prescriptive-path include calculations with
submittal documents.
3. Identify the location and fuel type of the heating system, water heater, location of exhaust fans (bathroom,
laundry, kitchen, etc.) and R-factor of proposed insulation for walls, floors, ceilings, and slabs on the
building plans. Indoor and outdoor lighting shall be high efficacy luminaires that comply with WSEC section
505. To verify compliance, provide lighting information on plans.
4. Questions? Call Mason County Community Development at (360) 427-9670 ext. 352. WSEC compliance
information and code text is also available on the WSU-Energy Program website at:
http://www.energy.wsu.edu/code/
Prescriptive Requirements " for Group R Occupancy
Climate Zone 1, Table 6-1
Glazing Glazing U-factor Wall Wall Wall Slab s
Area% Vaulted int ext
DoorU- Above s on
Option of Floor vertical Overhead Factor9 Ceiling2 Ceiling3 Grade below Below Floor Grade
grade Grade
R-49 or R-21 R-21
I 13% .34 .50 .20 R-38 R-38 int' TB R-10 R-30 R-10
adv
R-49 or R-21 R-21
II* 25% .32 .50 .20 R-38 R-38 int' TB R-10 R-30 R-10
adv
R-49 or R-21 R-21
III Unlimited .30 .50 .20 R-38 R-38 int 7 TB R-10 R-30 R-10
adv
*Reference Case/Call (360)427-9670 ext. 352 for footnote information. Log&solid timber wall with a min. avg.thickness of 3.5"are
exempt from the above grade wall insulation requirements.
r
�goN C°QNrA MASON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
Mason County Bldg. III, 426 West Cedar Street
PO Box 186, Shelton, WA 98584
1854 www.co.mason.wa.us (360)427-9670 Belfair(360)275-4467 Elma (360)482-5269
Concrete Foundation 4'6" Wall Height (Maximum)
'/2" x 10"anchor bolt
6'0" o.c., 2 bolts per plate,
within 12" of the end of every Sill plate
plate with 3"x Yx 1/4" plate (R319.1)
washers @ all braced wall lines.
Bolts shall extend
at least 7" into concrete.
#4 horizontal bar in stem wall
within 12" of the top of the wall.
Max.wall
6"min. (R404.14)
•
ht.4'6"
I
j #4 vertical bar 48" o.c. standard hook when a
Wall thickness cold joint exists between the wall and footing.
Minimum 6"
4,0„ /t',GJ71 YG( ��4G1C
maximum III ! Foundation
backfill —(�( I- j drain
(R405)
I _
., IIII - 1111 =
Reinforcement minimum = (1)#4 horizontal
3"from bottom of footing. "-'— bar in footing
Height is W „
measured
from top of
footing, or Story 1 2 3
top of slab
to top of Thickness ( " T " ) 6" 6" 8 Y2"
wall.
Width ( " W " ) 12" 15" 23"
Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the
foundation at all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches
elsewhere. (R404.1.7). For purposes of determining wall height the concrete wall is measured from the top of
the footing to the top of the concrete wall. In basements the wall height is measured from the top of the slab to
the top of the concrete wall.
Surface drainage shall be diverted to an approved point of collection so as to not create a hazard. Lots shall be
graded so as to drain surface water away from foundation walls. The grade away from foundation walls shall fall
a minimum of 6 in. within the first 10 ft Exception: Where lot lines, walls, slopes or other physical barriers
prohibit 6 in. of fall within 10 ft. drains or swales shall be provided to ensure drainage away from the structure.
(R401.3)
i
ON Co�5 U MASON COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
Mason County Bldg. III, 426 West Cedar Street
PO Box 186, Shelton, WA 98584
1854 www.co.mason.wa.us (360)427-9670 Belfair(360)275-4467 Elma(360)482-5269
Concrete Foundation Walls Greater than 8' in height
or Supporting more than 4' of unbalanced fill**
Nominal Wall Thickness —Varies See Table R404.1.1(5)
%" x 10" anchor bolt @ 6'0" o.c.(OR
per table 404.1(2) if unbalanced fill
is >4 feet), 2 bolts per plate, within
12" of the end of every plate with
3"x 3"x 1/4" plate washers @ all
braced wall lines. Bolts shall extend
at least 7" into concrete. 62
Sill plate
(R319.1)
Max.wall 6" min (2) #4 horizontal bar in stem wall
ht. 10'0, . located in upper 12" of the top of the
wall. R404.1.4
I
j Vertical Reinforcement see Table R404.1.1(5),
Standard hook, Grade 60
NOTE: In lieu of a professional soils report Mason Co.
10,01, I will assume the most restrictive soil conditions exist.
maximum ( I j
backfill _ll =
I Foundation
drain -
(R405)
•I IIII — (I � I —
« T » - — — — —
(1)#4 horizontal
Reinforcement minimum _ bar in footing
3"from bottom of footing.
I I
as W »
""Unbalanced backfill height is the difference in height of the exterior and interior finish ground levels. Where there is
an interior slab the distance inside is measured from the top of that slab.
Story 1 2 3
Footing Thickness ( "T" ) 6" 6" 8 %2"
Footing Width ( "W" ) 12" 15" 23"
Vertical reinforcement/Foundation Walls: Per Table R404.1.1(5)
Backfill shall not be placed against the wall until the wall has sufficient strength and has been anchored to the foundation at
all points a minimum of 4 inches where masonry veneer is used and a minimum of 6 inches elsewhere. (R404.1.7). For
purposes of determining wall height the concrete wall is measured from the top of the footing to the top of the concrete wall.
In basements the wall height is measured from the top of the slab to the top of the concrete wall.
Surface drainage shall be diverted to an approved point of collection so as to not create a hazard. Lots shall be graded so as
to drain surface water away from foundation walls. The grade away from foundation walls shall fall a minimum of 6 in.within
the first 10 ft Exception:Where lot lines, walls, slopes or other physical barriers prohibit 6 in. of fall within 10 ft. drains or
swales shall be provided to ensure drainage away from the structure. (R401.3)
................ ...... .. ...
2009 IRC Braced Wall Panel Requirements
Exterior Braced Panel, dimensions vary(R602.10.3)-
O � BwP
\ Alternate Braced Panel,2'8"min. or2'10", see plan
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s�i�( l IBWP
--- - - - -- jt ---- - Portal Frame Panel,min. 16"or 24"(R602.10.6.2)-PFP
See attached details for additional information
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V -REVISED
- �-C - - - - - t ! THESE PLANS MUST BE
DATE t� 1 l ON THE JOB SITE
FOR INSPECTION
�X! _
INVESTIGATION REPORT FORM ejOl0 O n
qLA -
Revised 6/3/93 1 r)
Part A: Nature of Complaint
• Initiator's Name: U K Dc.J
• Address: N I
• Telephone: rN^
• Owner Name: e_ L , F_o
• Address: 17 i G r �� GI G r f l
• Telephoner 1 - n
• Department of Concern
❑ Clerical Building ❑ Health ❑ Comm Development ❑ Fire ,
• Area of Concern:
❑ Process Delay ❑ Personnel ❑ Policy/Fee ❑ Code Violation ❑ Other
Refer to Director
• Location of Concern:
17111 e__ 44- i r,
0
l�
• Nature of Concern: 3
t
Part B: Concern Intake and Referral
Received By: Referred To: Response Date: GP
F
Name Date Name Date Date r
Part C:Findings 1 `�
Referral Forwarded to: L-e-,rr / L✓����5 S 2�/- f V ❑N/A p
Name Date
Findings: JA L t n �� �Yl L�--� �� �- I 1 n c� /ev)e_ c.J4,
�.�n,m L 1 � GLe p � �. �-✓►c_ I�eG`r t�� ncXy.J /rU-}-
II �,z O-+- 4 ,C_ // n CJ
4 Se- !ter n� nY�y YES bi ctn r aC2J L_2ioY efyf"n
Part D: olution
ame 67 Date
Intake/File Copy-White Referral Copy-Yellow Referral Copy-Pink Tracking Copy-Gold
MASON COUNTY PERMIT NO.!9 ICI qoi I -CLA to
BUILDING PERMIT APPLICATION RECEIVED
426 W. Cedar- P.O. Box 186, Shelton, WA 98584
Shelton (360) 427-9670 - Belfair (360) 275-4467- Elma (360) 482-526
On the web www.co.mason.wa.us �I1N 4 2011
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner t1t- �� c�l Company Name `426 W. CEDAR ST.
Mailin Address 6 4 ?I N k NO r tk:�k&-r e r 6, Mailing Address
City ' f4t r State kJu, Zip Code 51 Zir City State Zip Code
Phone-26c1 a 33 9 7 Other Ph. Phone Other Ph.
Lien/Title Holder Contractor Reg. # Exp.
E mail address E Mail Address
Drivers Lic.# WA R fl L- `f 16 P9 DOB 0-/x- 1 Drivers Lic.# DOB
SEPTIC/WATER SYSTEM INFORMATION -Connect to New Septic. Existing Septic r/
Connect to Water System Name of Water System
Well Water System t� Name of Water System r'li ss r'o-v� C r e e.k 0a f e� :s T•
PARCEL INFORMATION-12 Digit Parcel No 2. 5' .50 ®o S Fire District
Legal Description lot ,T 8 ie,ck 4 Miss ;&-vx c rk. Vo I vrwe S a C Plat pales V-1, qa y1
Site Address(Please include street name,street numbpr and city) 12,11 Mi-fsi'o-ii e rk- Rd. Bell ij. w,q. k-
Directions to site is -1 rh% ✓P an"633 -►, c�k. r ea i n I F t S f4 Pla c a-n tout A-F► a-Me
Will timber be cut and sold in parcel preparation?Yes
Is property within 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?YesW
TYPE OF JOB - New Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL
Use of Building RP_Cirea1i'6,v,, Describe Work__Repiace o (a bail,rco
No. of Bedrooms—I—No. of Bathrooms 1 Square Footage- 1 st Floor 7 AO 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 parry in interest regarding this application or the worts 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.
PROOFQQFF CONTINU ON OF WORK IS BY MEANS OF A PROGRESS INSPECTION.
Date: ..1-?- 13 Lo I I
Owner/Owners Representative/Contractor indicate which one
FOR OFFICIAL USE BEYOND THIS POINT Accepted by: lt_/ Date
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
Building Department
Planning Department n � l1 t t'Y 111 .
Environmental Health Department
Public Works Department
Fire Marshal
FEES
Building Permit Fee Site Ins ection
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
MASON COUNTY PERMIT NO.[=16
PLUMBING/MECHANICAL PERMIT APPLICATION
426 W.Cedar- P.O.Box 186, Shelton,WA 98584 �E���
Shelton (360)427-9670-Belfair(360) 275-4467- Elma(360)482- v
On the web www.co.mason.wa.us
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner Company Name AR
Mailing Address Mailing Address 426 W. CE
City State Zip Code City State Zip Code
Phone Other Ph. Phone Other Ph.
Lien/Title Holder Contractor Reg.4 Exp. '
E mail address E Mail Address
Drivers Lic.# DOB Drivers Lic.# DOB
SEPTIC INFORMATION - Connect to New Septic Existing Septic, Connect to Sewer System
Name of Sewer System
PARCEL INFORMATION- 12 Digit Parcel No. acin - O Fire District
Legal Description
Site Address (Please include street name, street number and city) I'�`� I`ll✓ S5 16 r E
Directions to site
Is property within 200'of Saltwater Lake River/Creek Pond
Wetland Seasonal Runoff Stream Slopes or Bluffs > 15%
TYPE OF JOB - New Add Alt Repair Other Use of Building
Location of Fixtures/Units- 1st Floor 2nd Floor Basement Garage Closet
PLUMBING FIXTURES (Show Number of each) MECHANICAL UNI
Type of Fixture No. of Fixtures Fees Fuel Type:Electric_ LPQ_ Natural Gas Heat Pump_
Toilets Type of Unit No. of Units Fees
Bathroom Sink I Furnace
Bath Tubs Heatpumps
Showers �- Spot Vent Fan
Water Heater I Propane Tank
Clothes Washer I Gas Outlets
Kithen Sinks Wood/Gas/PelletStove
Dishwasher Kitchen Exhaust Hood
Hosebibs Dryer Vent I
Other Other
Base Fee Base Fee
TOTAL PLUMBING TOTAL MECHANICAL
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.
PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION.
X Date:
Owner/Owners Representative/Contractor (indicate which one)
FOR OFFICIAL USE BEYOND THIS POINT
Accepted by: Planning Pd Ck# Date Bid Pd Receipt No.
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
Building Department
Occ Group-Type Constr.-
Planning Department
Environmental Health Department
FEES
Plumbing & Base Fee Site Inspection
Mechanical &Base fee UFC Plan Review Fee
Wood/Gas/Pellet Stove Fee Other
Violation Fee TOTAL FEES