HomeMy WebLinkAboutBLD2009-00552 Revised SFR, Retaining Wall - BLD Permit / Conditions - 6/11/2010 Inspection Line(360)427-7262
fi 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 BLD2009-00552
OWNER: WILLIAM GELONECK RECEIVED: 7/8/2009
CONTRACTOR: VEITENHANS &SONS CONSTRUCTION 377.6630 LICENSE: VEITESCO05RK EXP: ISSUED: 8/31/2009
SITE ADDRESS: 265 E STRETCH ISLAND RD NORTH GRAPEVIEW EXPIRES: 2/28/2010
PARCEL NUMBER: 121087590014
LEGAL DESCRIPTION: TR 1-D OF SURV 1/115 LOT: 4 OF SP#2075 (R) S 33/87
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
New SFR + 77-ft retaining adjacent to dwelling St Rt 3, R on Grapeview Lp Rd, R on Eckert, L on Stretch Island Rd North to
private easement on the L side, follow easement to site address
General Information Construction&Occupancy Information Square Footage Information
No. of Bedrooms: 2 Type of Constr.: VB
Type of Use: SF Insp.Area: No. of Bathrooms: 2 Occ. Group: R3 Lot Size: Deck:
Type of Work: NEW Fire Dist.: 3 No. of Stories: 2 Occ. Load: Building:1,478
Valuation: Building Height: Occ. Status: Seasonal Basement: retain wal 840
Manufactured Home Information Setback Information Shoreline&Planning Information
Length: Ft. Front: W 266.0 Ft. Shoreline: 35.0 Ft. Water Body: Case Inlet
Make: Len
g SEPA?: Unkn
Rear: E 35.0 Ft. Slope: Ft.
Model: Width: Ft. Side 1: IN 23.0 Ft. Shoreline Desig.: tta>3n
Year: Serial No.: Side 2: S 5.0 Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Dishwasher 1 Exhaust Hood 1 Plan Check Fee GMM 7/8/2009 $871.62 S12009000
Hosebibs 3 Fireplace 1 EH Plan Review GMM 7/8/2009 $103.00 S12009000
Kitchen Sink 1 Furnace<100K 1 Water Adequacy Plan Review GMM 7/8/2009 $103.00 S12009000
Lavatories 2 Gas Outlets 3 Planning Review Fee GMM 7/8/2009 $205.00 S12009000
Showers 1 Propane Tank 1 Fire Warden Review GMM 7/8/2009 $73.00 S12009000
Water Closets (Toilets) 2 Ventilation Fan 3 Building State Fee DLC 8/10/2009 $4.50 S12009000
Water Heaters 1 Heat Pump 1 Building Permit Fee DLC 8/10/2009 $1,340.95 si2bbbbbo
Bath Tubs 1 Dryer Vent 1 Mechanical Permit Fee DLC 8/10/2009 $237.90 Si2009000
Mechanical Base Fee DLC 8/10/2009 $28.50 S12009000
Urinal 1
1 Plumbing Permit Fee D 90
LC 8/10/2009 $101.90 S120000
Clothes Washer Plumbing Base Fee DLC 8/10/2009 $24.70 S12009000
Total $3,094.07
BLD2009-00552 Please referto the following pages for conditions of this permit. 1 of 5
CASE NOTES FOR
BLD2009-00552
CONDITIONS FOR
BLD2009-00552
1) The proposed project must be consistent wit a a plicable policies and other provisions of the Shoreline Management Act, its rules, and the Mason
County Shoreline Master Program.X
2) Temporary erosion control measures must be implemented to prevent water,quali y degradation of adjacent waters or lands. Silt fencing must be installed
and maintained until upland vegetation has become established. X /C �
3) Approve ef d}mensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
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4) The approval of this project is subject to the recommendations and specifications outlined in the attached geotechnical report. 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 remain
attached tot , pproved building plans.
5) The 60-ft long Retaining wall adjacent to the dwelling, shown on th ved building plans, is designed to support a surcharge and is considered part of
this project. the wall system is approved as presented. X 1H''
6) 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
1-800-647-098k; person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
X
7) 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 prigr t�arySr further inspections being performed or approvals granted.
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8) Owner/Agen , re ponsible 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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BLD2009-00552 Please referto the following pages for conditions of this permit. 2 of 5
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9) 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
removal of appr v d ocuments will result in failure of required building inspections.
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10) 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 Depart n prior to any further inspections being performed or approvals granted.
X
11) Washington State Energy Code Compliance has been approved using the following:
Heat Type: Heat pump with Electric furnace, Compliance Method: Prescriptive option IV, Window(Max U-Factor):0.35, Skylight(Max U-Factor):0.58,
Doors (Type/Max U-Factor):0.20 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation R-38, Vault Insulation R-38 (see exception).
Exception: R-30 insulation may be installed, up to 500 sq. ft., in single rafter or joist vaulted ceilings where the distance of the top of the ceiling and the
underside of the ro f sheathing is less than 12-inches and there is 1-inch vented airspace above the insulation.
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12) Per 2003 IRC -SECTION 1609 -WIND LOADS - 1609.1 Applications. Buildings, structures and parts thereof shall be designed to withstand the
minimum wind to ds prescribed herein. Decreases in wind load shall not be made for the effect of shielding by other structures. Per FIGURE 1609
BASIC WI(�I_D STEED (3-SECOND GUST) the wind speed for Mason County is 85 MPH.
13) Per IRC - SECTION R905 - REQUIREMENTS FOR ROOF COVERINGS - R905.1 Roof covering application. Roof coverings shall be applied in
accordance with t e applicable provisions of this section and the manufacturer's installation instructions.
X
14) 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/age nt/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/contractor is ac nAw dging that all components of the stormwater management system have been installed as
approved on the stormwater site plan. X
15) 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 CO t 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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BLD2009-00552 Please referto the following pages for conditions of this permit. 3 of 5
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16) Any changes in proposed construction shall be reviewed by the engineer or architect of record and submitted in writing to the Mason County Building
t 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
charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted.
X �k
17) 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 revocation.
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18) 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. J
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19) All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordinance or reLgulaty6n, must be reviewed and approved by Mason County prior to construction.
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20) 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
Inspector shall �e rya prior to requesting additional inspections.
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21) All property lines shall be clearly identified at the time of foundation inspection. X
22) 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 ordin nces and building regulations.
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23) 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 fora period n t exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit
holder have pr v nt d action from being taken. No more than one extension may be granted.
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BLD2009-00552 Please referto the following pages for conditions of this permit. 4 of 5
24) An inspection performed by a representative of the geologist, their authorized representative, or engineer of record, shall be completed on-site prior to the
t - footing pour to verify that earthwork and foundation installation activities comply with 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 available
for inspection.
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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 o neror the agent on the owners behalf, represents that the information provided is accurate and grants employees of Mason County access to
the above described prop r rev w aw inspection.
a OWNER OR AGENT: --� DATE: Q
BLD2009-00552 Please refer to the following pages for conditions of this permit. 5 of 5
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o CONCRETE MECHANICAL MANUFACTURED HOME rn
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o Date z By Ribbons - -- O
C) Footings J Setbacks Gas Piping Z
oInterior Date i I - z S-O`1 By t �.J interior-Date By Date BY m
NExterior Date 1 f�L�'07 By c� Exterior-Date B c,®t. _
Point Load!Isolated Footings INSULATION Date By
Date By Ba a SLAB INSULATION By FIRE DEPARTMENT
Foundation Walls Floors Date By
Date t I - 3 d `DI By ✓ Data By DECKS
FRAMING wails Date By
Date -L '�� By Data — By PROPANE TANKS
PLUMBING vautt Data By
Date By OTHER
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Groundwork Attic Type. S//v P�
Date By Date _ By Date /'� -/r BY
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DRYWALL Tyi1e 3 2G
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Date 2 By inf.Brace Wall Date By W
Date By FINAL INSPECTION N
m Water Line Fire Separation ��9 0
Date J, By Date By OatF3 —� ' BY
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Pass or Request Inspect.
Type of Insp. Fail Date Date Done By Comments
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Request To Revise An'Approved-Plan
Permit Number: BLD200_a_—a� 'Z Name V
Parcel Number 121 08 _25 __ qQ014 Phone Number daytime (2 S3?
Project Address Z 6 S L9, I — Mailing Address
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Please provides a complete detailed description of the proposed revisions to the approved plans: 0
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Are two sets of the revised plans or addendum indicating the changes included? Yes ❑ No
Are the approved site plans included? Yes No
Are the revisions clearly and accurately identified on the plans or addendum? X ❑'Yes ❑ No
Does the plan contain an engineer's or architect's lateral or vertical analysis? >�Ves - ❑ No
If Yes, Has the engineer or architect approved this revision? ` Yes ❑ No
Is a stamped and signed approval included with this request? ❑ es ❑ No
Note:No structural changes to a"designed"plan will be a roved 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?
YlO+E 't0
❑ Yes ❑ No
Additional Information:Ci — Id ryv— C ,+ 41%.— C,oun_+- r&-1
4h
1'Yl0uee' 441jL 5._ F—T n L.. -to �i-ti.e. Ida- a -�-G+ o
perm,
Applicant's signature l�,{fj -Lti
Office Use Only- -�� 9,. �.
�� Receiv d by:
Date S nt Assigned To Approved By Date
❑ B. Original Valuation: $INA
f 1 �� )�j Additional Valuatio ;�e�e l�Bf" $
❑ P. ` Z_ �8 i U Z/ q Sq.Ft. tS l✓Q/ $ ) 4 $
n �I ( 6 1 Sq.Ft.,A? 7(�x$ $ 4J
.H. /25 (.. �/ tal New Valuation $ / 7�j 7 7
❑ P.W. Additional Fees:
Additional Planning Dept. $ 5�0�
Additional Plan Review $ IFZ
Additional Con Ions /Comments: dditional Building Permit $ /,/$. W)
A itional Plumbing $
A itional Mechanical $
A itional E. H. Dept. $
er $
Tot Amount Due: $
A unt To Be Paid Up-Front$
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MASON COUNTY DEPARTMENT OF
R�CEIV 1LJli
"k COMMUNITY DEVELOPMENT
MA$ON COUNTY
426 West Cedar Street ♦ PO Box 186 ♦ Shelton, WAS 8jE 1/, � ��
(360)427-9670 EXT. 352 FAX(360)427-7798 HOME P wyvwe�miso�!�
6
Special p ecial Inspection Authorization
Project Owner W+ I o\^" Gal cAt (k Building Permit Number -6)"Zoo —0® SS 7—
Project Address 265 (:` Sfrt_IZl -1 s C-
- Engineer/Architect of record e to L_,01L
In addition to the inspections required by International Building Code (IBC) Section 109, the owner or the engineer
or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide
special inspections during construction on the types of work listed under IBC Section 1704.
This form must be completed by the owner or the engineer or architect of record, prior to permit issuance, indicating
who will perform the required special inspections for this particular project. The specified special inspector(s) shall
perform the required special inspections during construction of the project, submit all inspection reports to the
Building Department and provide a final signed report stating whether the work requiring special inspection was, to
the best of the inspector's knowledge, in conformance to the approved plans and specifications and the applicable
workmanship provisions of the IBC. The following checked items require special inspection:
1 ❑A Concrete. During the taking of test specimens and placing of reinforced concrete. (IBC 1704.4)
❑ 2. Bolts installed in concrete. Prior to and during the placement of concrete around bolts when stress
increases permitted by Table 1912.2 and section 1912.5 are utilized. (IBC 1704.4)
❑ 3. Erection of precast concrete members. Periodic inspection per ACI 318: Ch 16. (IBC 1704.4)
❑ 4. Shotcrete. Continuous inspection per ACI 318: 5.9, 5.10 and IBC Chapter 19. (IBC 1704.4)
❑ 5. Reinforcing steel and prestressing steel tendons. Inspection of reinforcing steel including prestressing
tendons. (IBC 1704.4)
❑ 6. Welding of reinforcing steel. Inspection of the welding of reinforcing steel according to AWS D1.4, ACI
318: 3.5.2, and IBC 1903.5.2. (IBC 1704.4)
❑ 7. Structural welding. Welding inspection shall be in compliance with AWS D1.1. (IBC 1704.3.1)
❑ 8. High-strength Bolting. The installation of high-strength bolts shall be periodically inspected in accordance
with AISC LRFD Section M2.5. (IBC 1704.3.3)
❑ 9. Structural Masonry. Masonry construction shall be inspected and evaluated with the requirements of IBC
section 1704.5.
�0. Soils. Inspections for fills 12 inches or greater to be performed in accordance with IBC Section 1704.7.
011. Pile foundations. Inspector to be present when pile foundations are being installed and during tests. (IBC
1704.8)
❑ 12. Pier foundations. Special inspection of pier foundations for buildings are required in seismic Zone D. (IBC
1704.9)
❑ 13. Spray-applied fire resistant materials. Inspections shall be in accordance with sections 1704.11.1
through 1704.11.5.
❑ 14. Exterior insulation finish system (EIFS). Special inspection shall be required for all EIFS systems. (IBC
1704.12)
Continued on reverse side
�❑ 15. Smoke-control system. Smoke control systems shall be tested by a special inspector per IBC Section
1704.14.
❑ 16. Special cases. Special inspection shall be required for proposed work that is, in the option of the building
official, unusual in its nature such as alternative methods and material of construction, unusual design applications,
and materials and systems required to be installed in accordance with additional manufacturer's instructions that
prescribe requirements not contained in the IBC or referenced standards.
❑ Installation of structural epoxies ❑ Installation of"high-load shear panels"
❑Structural Observation (IBC1709) ❑Other:
Special Inspector Selection:
The special inspection agency and special inspector shall be registered by the Washington Association of Building
Officials (WABO)for the particular type of construction or operation requiring special inspection. Such inspector(s)
shall be selected by the owner or the owner's agent and approved by the Building Official prior to issuance of the
building permit. The owner's agent shall not be acting as, or employed by the special inspection agency or the
contractor for this project.
Name of Special Inspector or Agency: Type of Inspection: Registration Number:
�'17 01 l
Authorization: I hereby state that I am the legal owner of the project property, or that I am the legal owner's agent
who is not employed by a special inspection agency or contractor associated with this project. In addition, I agree
to comply with the special inspection requirements established by Chapter 17 of the International Building Code as
adopted by Mason County.
ke�J k*A VP_Ae n�,0'-*N to/ / 0
Signature Printed Name ❑Owner gent Date
I:IUST BE
t' t¢ ri;Srr.. '
PURPOSE OF SPECIAL INSPECTION
Special inspection is the monitoring of materials and workmanship which are critical to the integrity of the building
structure to assure that the approved plans and specifications are being followed and that relevant codes are being
observed. Special inspections are in addition to those conducted by the county building inspector and by the
engineer or architect of record. Special inspectors furnish inspection at all times that their presence is required by
the code, the plans and specifications, and the enforcing jurisdiction. Good communication between the special
inspector and the designer, contractor, and building department is essential.
DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR:
Special inspectors are individuals with highly developed, specialized skills who observe those critical building or
structural features which they are qualified to inspect. Duties of special inspectors and/or inspection agencies
include the following:
1. General Requirements
Special inspectors shall review approved plans and specifications for special inspection requirements.
Special inspectors shall comply with the special inspection requirements of the enforcing jurisdiction.
2. Signify Presence at Job Site
Special inspectors should notify contractor personnel and the enforcing jurisdiction of their presence and
responsibilities at the job site.
3. Observe All Work for Which They Are Responsible
Special inspectors shall inspect all work and perform or observe all tests requiring inspection and testing for
conformance with the building-department-approved (stamped) drawings, specifications and applicable
provisions of the code.
� 11/24I2009 15:23 'S^357 599 HEDGE ENGINEERING PAGE 01/02
Hodge
engineering inc. 11.24.09
� 9
Letter#9468
RE: 256 E Stretch Island Road Grapeview, WA
Hodge.Eng. Project 49.0178
Geloneck Beach House Pad Omission
To Whom It May Concern:
I have provided the lateral and gravity load engineering for the Geloneck Beach
residence at 256 East Stretch Island Road.
As an option the builder may omit the large 24" footings clouded in the attached
plan view. The point loads from above are adequately supported by the
reinforced 12"x16' strip footing running front to back.
Please contact me with any questions regarding this project.
11.24.09
Letter#9
}? - •NO
John ylV lJ
y>::. •:ti
c, the pr siona x . engineer of record and regards his engineering only. This letter
€, ,,.
s na the or to disre requirements. Any schedule or cost impact is the responsibility
% o The Buildi tttor has the final authority to allow field changes to approved
'!
ineering, Inc.
Hodge En.g
Jifif4vi E. Hodge P. E.
Ste. Cii b1A OP"INA 98 335
r_.. (2-53)857-7055 IVY(253)8 S7-7 99
12/O2,2008 In 53 1,'-kl 3130 4_'7 W3 1 oil i.
MALSON COUNT1
DEPARTMENIGIF G-'OfWW;,(4A*1*
411 W. Ffth Street/PA I Ho.x f M, 421wftc44
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lot width at the,frdrit y,--.ir(J Gr•tEi(A nc? ;-nolvt; 40-1150 feet:
lot size of no viol.-than
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APPROVED \
�-hCA'74-L ' +tom" U U MASON COUNTY DCD PLANNING ��c
SITE PLAN REQUIRED TO BE ON SITE Q J
CH GES SUBJECT TO APPRO`IV
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S Q By Date �j
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PLANNING:
' . .
ALL SETBACKS ARE MEASURED
Kv FROM THE FURTHEST
PROJECTION OF THE BUILDING
RECEIVED
P_LA PLOT REVISION \ SAP 2,5
PLANNING 426 W: CEDAR Sr: