HomeMy WebLinkAboutBLD2012-00351 ATF Retaining Wall - BLD Permit / Conditions - 7/13/2012 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 BLD2012-00351
OWNER: BREEDEN/KOEHL RECEIVED: 5/21/2012
CONTRACTOR: LICENSE: EXP: ISSUED: 7/13/2012
SITE ADDRESS: 12921 NE NORTH SHORE RD BELFAIR EXPIRES: 1/13/2013
PARCEL NUMBER: 322345000014
LEGAL DESCRIPTION: MADRONA MORNINGSIDE BCH TRACTS TR 14&T.L.
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
After the Fact permit for concrete retaining walls replacement and the ST RT 3 TO BELFAIR, L ON ST RT 300/NORTH SHORE RD, TO SITE
relocation of a small storage building to 5 feet from side property line. ADDRESS ON THE LEFT SIDE
General Information Construction&Occupancy Information Square Footage Information
No. of Bedrooms: Type of Constr.:
Type of Use: SF Insp.Area: No.of Bathrooms: Occ. Group: Lot Size: Deck:
Type of Work: BH Fire Dist.: 5 No. of Stories: Occ. Load: Building:
Valuation: $ 5,000.00 Building Height: Occ. Status: Basement:
Manufactured Home Information Setback Information Shoreline&Planning Information
Make: Length: Ft. Front: Ft. Shoreline: Ft. Water Body: HOOD CANAL
SEPA?: No
Model: Width: Ft. Rear: Ft. Slope: Ft. Shoreline Desi
Side 1: Ft. 9•: Urban
Year: Serial No.: Side 2: Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Plan Check Fee GMM 5/21/2012 $73.00 S1201200000001
BLD Vio. Investigation Fee GMM 5/21/2012 $73.00 S1201200000001
Planning Review Fee GMM 5/21/2012 $205.00 S1201200000001
Building State Fee GMM 5/21/2012 $4.50 S1201200000001
Building Permit Fee GMM 5/21/2012 $ 141.00 S1201200000001
Building State Fee LDK 6/11/2012 $4.50 S1201200000001
Planning Violation Fee AHB 6/19/2012 $255.00 S1201200000001
Total $756.00
BLD2012-00351 Please refer to the following pages for conditions of this permit. Page 1 of 5
CASE NOTES FOR
,BLD2012-00351
CONDITIONS FOR
BLD2012-00351
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
1-800-647-�82. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
x /�,i�
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
Department prior to any further inspections being performed or approvals granted.
3) Owner/A is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28.
X ����
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
removaLzLppproved documents will result in failure of required building inspections.
X
5) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X
6) 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
Building Degtment prior to any further inspections being performed or approvals granted.
X �S<
7) 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. No fou drains within 30ft, down gradient of drainfield/reserve area.
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BLD2012-00351 Please refer to the following pages for conditions of this permit. Page 2 of 5
8) Concrete used for basement,walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other
vertical concrete work exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2).
X '
9) 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 revo<
X
10) 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 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 project.
X
11) Placement 'ructure must comply with standards set forth per the international codes regarding descending and/or ascending slopes.
X
12) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordinance ulation, must be reviewed and approved by Mason County prior to construction.
X
13) 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 international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building
Inspeotor sbalbe made prior to requesting additional inspections.
X
14) All property lines shall be clearly identified at the time of foundation inspection. X��
15) 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 Co ordinances and building regulations.
X
16) 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
(older h�ayee�pr ted action from being taken. No more than one extension may be granted.
BLD2012-00351 Please refer to the following pages for conditions of this permit. Page 3 of 5
17) Retaining walls needed to support a surc arge s structures, roads, or to support slopes, shall require a separate building permit and approval prior
to construction of the retaining wall. X
18) 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.
X
19) Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your
"Approved Site Plan"to ensure these structures are shown and meet the setback conditions listed.
X
20) Any concrete poured without a county inspection will require a Washington State licensed Engineer to provide in writing approval and ok for
adequecy of concrete poured. Letter to be on site at time of inspection for County inspector to verify.
X !�R
21) Approved per dimensions and setbacks on site plan submitted on 05-21-2012. Setbacks are measured from the furthest projection of the structure. Wall
on east side shall be reduced according to the agreed-on modifications and drawing on the site plans, so that the wall does not intrude onto the beach;
debris of m9daed walls shall be removed from the property.
X
22) The proposed project must be consisten wit applicable policies and other provisions of the Shoreline Management Act, its rules, and the Mason
County Shoreline Master Program. X
23) Concrete leeacchate must be contained during pouring, such that water quality degradation of adjacent waters does not occur.
X_�
24) All construction and demolition debris must be removed from the site area after project completion. Proper dil 'I of construction debris must be on
land in such a manner that debris cannot enter or cause water quality degradation of State waters. X �
25) The applicant acknowledges that this wall repair was sited such that no further shore protection measures will be required for the protection of the upland
areas and that no further modifications of the walls or the area enclosed along the shoreline will be made without Dept. of Community Development
review.
X
26) The applicant acknowledges that on the storage building near the access easement built in 2011 &2012, the roof overhang on the east side
will be reduced to a gutter width where the roof edge and vertical wall meet. This will improve the setback of the shed structure from the east
property line��
X
BLD2012-00351 Please refer to the following pages for conditions of this permit. Page 4 of 5
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 Mason C access to the above described property and structure for review and inspection.
OWNER OR AGENT: DATE:
BLD2012-00351 Please refer to the following pages for conditions of this permit. Page 5 of 5
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CONCRETE MECHANICAL MANUFACTURED HOME
o
N Footings/Setbacks Cana Piping By Ribbons M
o Interior Date By Interior-Date By Date By m
Exterior Date By Exterior-Date B Z
Set-
Point Load!Isolated Footings INSULATION Date By O
BG!SLAB INSULATION
Date By Data By FIRE DEPARTMENT 2
r
Foundation wails Floors Date By
Date By Data By DECKS
FRAMING wawa 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.
Int Brace Wall Date By W
t Date By
Date By FINAL INSPECTION
Water Line Fire Separation N
Date By Date By Date ByCD
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g Pass or Request Inspect.
Type of Insp. Fail Date Date Done By Comments w
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BUILDING
MASON GOUNW PERMR
BUILDING PERMIT APPLICATION IAY)
426 W.Cedar-P.O. Box 186, Shelton,WA 98584
Shelton(360)427-On the web w vw co2masa nova Elrna(350)482-5269 _
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APPLICANT INFORMATION �1 E CONTRACTOR INFORMATION
Owner :�� i i"lq 1LC e In 1 1 Imo'lA V1 )`rl�(- f- Company Name
Mailing Address i D 6 5 1 I Yt�� I� ►1 Mailing Address
City LI r k I�io State.�-jL zip Code`�i c> 3 State Zip Code
Ph-
PhoneQ AS 13 3 Y I:.�! Other Ph. }�� 9 IL !iv`i�l`1 Phone Other
Lien/Titie Holder ` Contractor Reg.# P•
E mail address t��h , P�� G C iyic u t h r C E Mail Address DOB
Drivers Lic.# e i,I fit' DOB Drivers LiI#
SEPTIC I WATER SYSTEM INFORMATION-Connect to New Septic E)asting Septic X
Connect to Water System Name of Water System
Well Water System Name of Water System
PARCEL INFORMATION-12 Digit Parcel No �� `I - `2tZr�`'� l`� Rre District
Legal Gi c
Site Address(Please include street name,stre4t number and city) 7XCr
Directions to site
Will timber be cut and sold in parcel preparation?Yes/moo' Pand
Is property within 200'of Sattwater�(f '-:>—Lake River Creek
Wetland Seasonal Runoff Stream Slopes or Bluffs ] 151/6
Is this permit submittal the result of a Stop Work Notice,Correction Notice or other enforcement action?Yes(No
TYPE OF JOB-New Add Aft Repair tether PRIMARY RESIDENCE E] SEASONAL
Use of Building Describe Wo
No.of Bedrooms No.of Bathro s Squ Dotage-1st Flop 2nd Fio
3rd Ficor Ba ent D k Cov d Deck er Sq2ch
Garage Attached Deiac Carp Attach e
MANUFAC ED HOME INFORM N -Make Model Year
Length Wi Serial No. o.of Bedrooms �No- BathroomsType of Heat Purchase Price$ lacemenf Unit?
Installer Name "cation No.
CRNNER/I 3ULDER Ac[arovwIedges submission of naxurate information may result in a smp work order or pemit revocaton.Aknow aigement of
such is by signature below.1 dew ttat 1 am the owrwr,owners l�l representafrve,or the contractor.I further declare that I am e-,Med tD raceive th;s
pemut and to do work as proposed in the appC�aSon I dare that 1 have obtained the permission from all the r>er�ry parties.tf petrrii ion is
regrnn--d from arty easement holder,or arty obier party in hhnst regarding tY:s app5�5on or the wa'k proposed in the appG�fion I have obtained
pa rrii s on from them to apply for trfs pan-ret and condum ti-e work proposed. The owner or agard on owners��r���`�that theme m-a ion
provided s mats and girans employees of Mason CDur4 amass m the above desk property '��
PROOF OF CONTINt1 N OF WORK Is BY MEANS OF A PROGRESS IPtSPECTION.
VIES i Date 1�1 1 Z
Owner I Owners Ftepreseretafive/Co dractor �ndcate whit ono)
FOR OFFICIAL USE BEYOND THIS POINT A�epted b r Bate
DEPARTMENTAL REV[EW APPROVED DENIED NOTES
Building Department �� tz(At•
Planning Department f
Environmental Health Department
Public Works Department
Fire Marshal
FEES
Bulkfing Permit Fee Site Ins ection
Plan Review Fee EH Review Fea
Plumbing&Base Fee Planning Review Fee
Mechanical&Base fee Mar
Wood/Gas/Pellet Stove Fee State Fee
Violation Fee Pre-Paid at Submittal
Valuation$ TOTAL FEES
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PA VERS FIR
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(5) - 7.25 x/8"S EPS
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FOUNDA T/ON
ATER
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SCALE: I" 5
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Department of Ecology - Environmental Report Tracking System
ERTS # 634579
Initial Report External Reference#
!Caller Information Where did it happen
First Last Berth Anchorage
Name Jerry Brockmann Location Name Madrona Momingside Development
Busines Name Street Address 12921 NE North Shore Plat 14
Street Address 12911 NE North Shore Other Address
Other Address City/Place BELFAIR State WA Zip
City BELFAIR State WA Zip County-Region MASON SWRO FS ID
E-mail Confidential—FL WIRA#
Phone Ext Type Waterway Type
(206)914-8342 Home Latitude Longitude
Topo Quad 1:24:000 BELFAIR
What happened Spills Program Oil Spill? N Direction/Landmark(mile post,cross roads,township/range)
Incident Date 6/18/2012 Received Date 6/18/2012 13:37
Medium SURFACE WATER-MARINE
Material OTHER-SEE NOTE Primary Potentially Responsible Party Information
Quantity Unit First Last
Name Unknown
Source DOMESTIC Business Name
Street Address
Cause HUMAN FACTOR-IMPROPER PROCEDURES
Other Address
Activity BUILDING CONSTRUCTION City State WA Zip
Impact NATURAL RESOURCE DAMAGE Phone Ext Type
Vessel Name E-mail
Hull Number
Additional Contact Information
Name Phone Ext Type
'More Information
Caller says that as of March neighbor has poured foundation and footings,one(1)wall for'unpermitted'boat house taking a 4-foot wall
and pouring to 8-feet. Caller talked with Mason County(Al Borden)and a permit has not been issued,which is also on the property line.
Caller recently read article regarding un-permitted construction on Hood Canal and would like to see this issue resolved.
Per Rick Mraz Mason County Bldg permit 2012-00351.
Entry Person JUNEAU,CONNIE Entry Date 6/18/2012
Monday,June 18,2012 ***The Initial report contains only information provided to Ecology from the Page I of 2
complainant.
Department of Ecology- Environmental Report Tracking System
ERTS # 634579
Referral
Referral# 157784
Referral Method Person Referred to Mason County Planning,Allan Primary
Phone (360)427-9670 Fax
0 E-mail ERTS number
E-mail Ahb@co.mason.wa.us
0. E-mail attachment
Program/Organization Department of Planning
0 Print
Address
0 Telephone
City Shelton WA
Region/Location SWRO
Referral Date 6/1 812 0 1 2
Referral# 157785
Referral Method Person Referred to MRAZ,RICK Primary
Phone (360)407-6221 Fax
0 E-mail ERTS number
E-mail nnra461@ecy.wa.gov
0. E-mail attachment
Program/Organization SHORELANDS AND ENVIRONMENTAL ASSISTANCE
0 Print Address 300 DESMOND DR
0 Telephone
City LACEY WA
Region/Location SWRO
Referral Date 6/18/2012
Followup (None)
Monday,June 18,2012 '•'The Initial report contains only information provided to Ecology from the Page 2 of 2
complainant.
MASON COUNTY PrUtl►� �% j�`'►'er^� ►� �'�
DEPARTMENT OF COMMUNITY DEVELOPMENT G►vvA cc'[" .
Mason County Bldg. III 426 West Cedar Street �OwN'T rti
I .
PO Box 186, Shelton, WA 98584
www.co.mason.wa.us (360)427-9670 Belfai}(360)295-4467 Elma(360)482-5269
CONCRETE • SHORELINE BULKHEAD
PrescriptiveDesign & Installati • n Standard
V�O�F QL�
Slope less than orequal to 1:1 S-BARS
V-BARS t I
S-BARS I I
I I I I
—�— —4----{----a---
PROVIDE FLOOD I I I I
PROOF COATING I I I I
a I I I I
1"washed rock I I I I
= I I VI-
I
2 0 DRAINS I I I I I I j I BARS
AT 12' O.C. a . I I I I I I I 1 I
00 i—i--i--i-1--r—f--r— v2-
GROUNpQ) 1 I I I I I 1 I
SURFACE a Wv po "perforated pipe —I I I I j—I— —I— BARS
12°min. — p aylighted to an I I I I I I I I I
Grade to top I= 6 �' approved location. I I I I I I I I I
land wall only I I I I I I I I I
of footing
a .
I I I I I I I I i
a .
Footings ----- ----
shall be .SHEAR KEY. B-BARS
placed on USE 2x6
firm native
soil KNOCKOUT ELEVATION
B
NOTE:
SECTION SPACING OF S-BARS IS APPROXIMATE. USE
TABULAR NUMBER OF BARS AND SPACE
EVENLY w/ 2" COVER
H B T VOLCONC BARS LENGTHS g RS BARS REINFORCEMENT
FT FT-IN IN YDS'/FT SIZE SPACING V1-BARS V2-BARS SIZE" SPACING LENGTH tt SIZE SPACING LBS PER FOOT
5 3-6 10 0.25 3/8' 10" 6'-4" — 3/8" 10" 3'-2" 9 3/8" 12" 7.7
6 4-3 10 0.30 1/2" 10" 7'-4" — 1/2" 10" 3'-10" 11 3/8' 12' 13.1
7 5-0 10 0.35 1/2" 7" 8'-4" — 1/2" 7" 4'-8" 13 3/8' 12' 19.8
8 6-0 12 0.47 5/8" 9' 9'-8- 6'-0" 5/8" 9' 5'-8' 15 3/8' 12' 24.4
HESE PLANS MUST BE
ON THE JOB SITE
FOR INSPECTION
Concrete Retaining Wall and Shoreline Bulkhead
Height: Maximum Eight Feet '
Upland concrete retaining walls installed in accordance with the prescriptive design shown on the
reverse side need not be designed by an engineer unless the Mason County Building Dept. determines
special conditions exist. Any retaining wall exceeding eight feet in height or varying from the prescriptive
design requires an engineered design.
Location of Retaining Wall
Retaining walls must only be placed against stable slopes, consisting of firm, undisturbed soil. Drainage
must be provided as shown with a 4" perforated drain pipe or 2" weep holes spaced not less than 12 feet
on center. No surcharge load, such as a building or driveway, may be placed on the retaining wall or
within a distance equal to the vertical height of the retaining wall unless an engineered design is
prepared for the additional load.
Ground Surface Above Retaining Wall
The ground surface above the retaining wall shall be less than or equal to 1:1 (i.e. 1-foot vertical to 1-foot
horizontal).
Retaining Wall Placement
The top of the footing for the retaining wall must be set a minimum of 12 inches below grade. The
footing and wall dimensions shall not be less than outlined in the retaining wall chart. The footing shall
be placed on firm, undisturbed earth.
Drainage
A minimum of 12 inches of washed granular drainage material shall be placed between the undisturbed
soil and the retaining wall. The drainage materials must be composed of gravel with 1-inch particle
sizes. Two-inch weep holes shall be located approximately 6-inches above grade, below the granular
drainage material, spaced not less than 12-feet on center. At the base of the wall, a perforated drain
pipe, with at least a four-inch diameter, shall be installed within the drainage materials. The drain pipe
must drain to a point of discharge, approved by Mason County.
Inspections
Prior to the placement of concrete, the builder must schedule an inspection of the formwork and
reinforcement placement for the retaining wall footing. During the first inspection, the inspector will verify
the soil condition, footing dimensions, footing reinforcement, and footing placement as well as the
provisions for drainage. At the next inspection, the inspector shall verify the wall dimensions and
reinforcement prior to the wall pour. A final inspection must be performed once all work is complete.
To schedule an inspection call the Mason County 24-hour recorded inspection request line at (360)427-
7262. Inspections can also be requested online at: www.co.mason.wa.us or by fax at (360) 427-7798.
When requesting an inspection please provide the following information:
1) Name on permit 2) type of inspection 3) Permit number
4) Site Address 5) Type of permit 6) Date inspection requested and
7) Name and phone number of caller.
Effective November 17,2004
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REVIEWED FOR
CODE COMPLIANCE
MASON COUNTY
BUILDING DEPARTMENT '
Date Z
Documents attached to approved plans:
THESE PLANS MUST BE Site plan:
ON THE JOB SITE Plan review checklist: rJC Pages
FOR INSPECTION Engineering: Y ( ) Lateral Vertical
Number of^ages
CF1At,i4jGES 8141 ke.,1EMITCHAN :� '.'OR APPROVAL. f,�
R TO
iAUST MEET ALL CURRE
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VASHINGTON STATE CODES
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APPRO ED
MASON COUNTY EX D PLANNING
SITE PLAN REQUIRED rO BE ON SITE
_ CHANGE SUBJET T APPR V L
2'x2' FLA GFOLE
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