HomeMy WebLinkAboutBLD2008-01202 SFR - BLD Permit / Conditions - 10/28/2009 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 BLD2008-01202
OWNER: GREGORY HATTON RECEIVED: 9/22/2008
CONTRACTOR: STYX INC 360-253-04444 LICENSE: STYXI**15668 EXP: 11/7/2009 ISSUED: 10/28/2009
SITE ADDRESS: 145 E MERRIMOUNT RD UNION XPIRES: 4/28/2010
PARCEL NUMBER: 322355201001
LEGAL DESCRIPTION: MERRIMOUNT BLK: 1 LOT: 1
PROJECT DESCRIPTION: DIRECTIONS TO SIT
New residence to replace small cabin. 2.5 mi. east of Union
,"_, CC
General Information Construction&Occupancy Information Square Footage Information
No. of Bedrooms: 4 Type of Constr.: VB
Type of Use: SF Insp.Area: No. of Bathrooms: 4 Occ. Group: R-3U Lot Size: Deck:
Type of Work: NEW Fire Dist.: 6 No.of Stories: 2 Occ. Load: Building:3,199 Garage-Attached 440
Valuation: Building Height: Occ. Status: Seasonal Basement:1,531 COVPORCH 340
Manufactured Home Information Setback Information Shoreline&Planning Information
Make: Length: Ft. Front: S 10.0 Ft. Shoreline: Ft. Water Body: Hood Canal
Rear: N 210.0 Ft. Slope: Ft. SEPA?: No
Model: Width: Ft. Side 1: E 5.0 Ft. Shoreline Desig.: Urban
Year: Serial No.: Side 2: W 34.0 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 KKK 9/22/2008 $1,253.82 S22008000
Hosebibs 3 Fireplace 1 EH Plan Review KKK 9/22/2008 $40.00 S22008000
Kitchen Sink 1 Furnace<100K 1 Planning Review Fee KKK 9/22/2008 $190.00 S22008000
Laundry Tray 1 Ventilation Fan 6 Building State Fee ARC 9/29/2008 $4.50 S22bb8bbb
Lavatories 5 Heat Pump 1 Building Permit Fee ARC 9/29/2008 $1,928.95 S22008000
Showers 3 Dryer Vent 1 Mechanical Fee ARC 9/29/2008 $173.25 S22008000
Kitchen Sink, w/disposal 1 Mechanical Base Fee ARC 9/29/2008 $26.60 S22bb8bbb
Water Closets (Toilets) 4 Plumbing Fee ARC 9/29/2008 $168.61 S22008000
Water Heaters 1 Plumbing Base Fee ARC 9/29/2008 $23.10 S22008000
Bath Tubs 2 Water Adequacy Plan Review ADR 10/2/2008 $40.00 S22008000
Clothes Washer 1 EH Plan Review ADR 11/3/2008 $60.00 S22008000
Geotechnical Asses. Report AHB 11/5/2008 $65.00 S22008000
ADJUST--Building Permit Fee DLC 10/26/200 $50.40 512009000
Additional Plan Check Fee DLC 10/26/200 $109.50 S12009000
Total $4,133.73
BLD2008-01202 Please refer to the following pages for conditions of this permit. 1 Of 5
CASE NOTES FOR
BLD2008-01202
CONDITIONS FOR
BLD2008-01202
1) 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 cc pe t with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road.
X
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
1-800-647-09a2,The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
X
3) Approved per dimensions and setbacks on submitted site plan to replace cabin with new residence. Setbacks are measured from the furthest projection
of the structure j"-, �
X
4) 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 pny further inspections being performed or approvals granted.
X
5) 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.
X
6) 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 approved_Pcuments will result in failure of required building inspections.
X
7) All slabs within the heated space shall be insulated to,a,minimum R-10 for at least 24". Monolithic slabs hall be insulated around the perimeter from the
top of the slab to the bottom of the footing X
8) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X �n .
BLD2008-01202 Please referto the following pages for conditions of this permit. 2 of 5
9) 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
• bpproval 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 Depe7"Iht prior to any further inspections being performed or approvals granted.
X 7 77
10) Washington State Energy Code Compliance has been approved using the following:
Heat Type: Electric or other fuels, 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), Slab
Insulation R-10.
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 Pe ro f sheathing is less than 12-inches and there is 1-inch vented airspace above the insulation.
X_ �J1
t
11) Per 2003 IRC - SECTION 1609 -WIND LOADS - 1609.1 Applications. Buildings, structures and parts thereof shall be designed to withstand the
minimum wind loads prescribed herein. Decreases in wind load shall not be made for the effect of shielding by other structures. Per FIGURE 1609
BASIC WIND SPEED (3-SECOND GUST) the wind speed for Mason County is 85 MPH.
X
12) Per IRC -SECTION R905- REQUIREMENTS FOR ROOF COVERINGS- R905.1 Roof covering application. Roof coverings shall be applied in
accordance with tt�p applicable provisions of this section and the manufacturer's installation instructions.
X '
13) 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 Environ ental 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 i h the septic design professional involved with the project. By calling for a final inspection of
the building permit the owner/agent/contractor is ac n I ing that all components of the stormwater management system have been installed as
approved on the stormwater site plan. X
14) Concrete used for basement walls, foundation walls, exterior walls, porches, carport slabs, steps exposed to the weather, garage floor slabs and other
vertical concrete wor exposed to the weather shall have a minimum compressive strength of 3000 psi (IRC Table R402.2).
X
15) Any 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 document a removed, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be
charged and sh/aA collected by the Building Department prior to any further inspections being performed or approvals granted.
BLD2008-01202 Please referto the following pages for conditions of this permit. 3 of 5
16) 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 Washingten. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in
permit reVocatio�
X
17) 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
18) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordinance or regulption, must be reviewed and approved by Mason County prior to construction.
X X.,
19) 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 code as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building
Inspector shall be'made pl,or to requesting additional inspections.
X
20) All property lines shall be clearly identified at the time of foundation inspection. X
21) 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 ordinagce, and building regulations.
X ram , " �
22) 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
holder have prevented action from being taken. No more than one extension may be granted.
X
23) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners,
connectors, and flashipg. Install metal connectors approved for contact with the new types of pressure treated material.
X
24) Retaining walls needed to support a surcharge sut qs structures, roads, or to support slopes, shall require a separate building permit and approval prior
to construction of the retaining wall. X
BLD2008-01202 Please referto the following pages for conditions of this permit. 4 of 5
25) 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 la�i to ensure these structures are shown and meet the setback conditions listed.
X � r
26) Proper erosion and sediment control practices must be used on the construction site and adjacent areas to prevent upland sediments from entering
shoreline waters. Erosion control measures must be in place prior to any clearing, grading, or construction. These control measures must be effective to
prevent soil from being carried into surface water by stormwater runoff. Sand, silt, and soil will damage aquatic habitat and are considered pollutants.
Any discharge of sediment-laden runoff or other poll utapollutants to waters of the state is in violation of Chapter 90.48 RCW, Water Pollution Control, and
WAC 173-201A, Water Quality Standards for Surface Waters of the State of Washington, and is subject to enforcement action. Any work in or adjacent
to waterways that will adversely affect water quality must receive specific prior authorization from the Department of Ecology pursuant to WAC
173-201A-110. A,short-term water quality standards modification maybe issued if the proponent agrees to a number of specific construction practices
and techniques Osigned to minimize water quality impacts. All areas disturbed or newly created by construction activities must be revegetated using
bioengineeripg techniques, clean durable riprap, or some other equivalent type of protection against erosion when other measures are not practical.
27) Prior to final approval, all upland areas disturbed or newly,�JJ�,,at,C:iby construction activities shall be seeded, vegetated or given an equivalent type of
erosion protection (silt fencing or straw matting). X ? �_'=
28) The proposed project must be consistent with all aieable policies and other provisions of the Shoreline Management Act, its rules, and the Mason
County Shoreline Master Program.X
29) Temporary erosion control measures must be implemented to prevent water quality egr�dation of adjacent waters or wetlands. Silt fencing must be
installed and maintained until upland vegetation has become established. X
30) Applicant has indicated this is a replacement unit. Prior to Mason County allowing ar�y.occupnacy of the new proposed unit, the existing unit which is
on-site and is being replaced MUST be removed from the parcel. X ,� y
31) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan"to ensure
these s>"ctu'es meet the setback conditions listed.
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 Mason County access to
the above described propeo annd.stru ture for view and inspection. �y
OWNER OR AGENT: DATE:
BLD2008-01202 Please referto the following pages for conditions of this permit. 5 of 5
CONCRETE MECHANICAL MANUFACTURED HOME
Footings / Setbacks Date By Ribbons
Date By Gas Piping Date By
Foundation Walls Date B y Set-up
Date By INSULATION Date By
B G / Slab Insulation Floors Final
Date By Date B y Date B y
FRAMING Walls FIRE DEPT
Date By Date B y Date B y
PLUMBING Attic OTHER
Groundwork Date By
Date By WALLBOARD NAILING
D.W.V. Date By
Date By FINAL INSPECTION
Water Line Date By
N�f Date By SIR
Date By
(D
CD
-w
T
CD
a
1
8
b�
y
O
IN
O
c
0
X
�v
IQCONCRETE MECHANICAL MANUFACTURED HOME D
o
CD Footings!Setbacks Date By Ribbons O
Gas Piping
o Interior Date Y-17—D y L Interior-Date �!i/JL By Date By Z
N Exterior Dale 71271 Y V I, Exterior-Date �� By
Sat-up ��—
Point Load!Isolated Footings INSULATION Date tau X
BG!SLAB INSULATION -----------------
Date By Data By FIRE DEPARTMENT O
Foundation Wails Floors Date By X
Date By Data By DECKS
FRAMING Walls Date By
Date 2-23 1U By/ Data �K �-L�'l By lJ PROPANETANKS
PLUMBING vault 1 Date By'
Date 3 By
OTHER
Groundwork /lG� Type
Attic �Q J
DatelJ / ByV11- Date 3 A�- By l✓
Date By
D.W.v DRYWALL Type.
InL Brace Wall Date By W
Date fr /() BY 1 IV- Date By FINAL INSPECTION
m Water Line Fire Separation C
Date By Date By Date jJ 6� rp By L..01(, O
co cc
Pass or Request Inspect. c
3 Type of Insp. Fail Date Date Done By Comments c
CD
o tK r'a
Yet ri
N
O
zn
1n A P— 4'-lb -0 - - C
00-Q I tG✓l Is p �G��
i'o D7 I)�t iU Vif#i L 2 GI o�► -P s,�e. l•d
0-N (,r7itc.L s
- -/o -/ as
1 0 o LQe�i
c
O
F� ,1 Pgs� z _V _ja 2- o-_3 ,'e
A a&A, (1ZA 3 ►' 10 3171 10 &Okl U.' l 14 3 00N�
/ , J , , , , / / , ! ! ! , , , / / ♦ / / ,
::::Concrete
slab
porch .:
\ \ \ \ \ \ , \ \ , 4 , \ \ \ \ \ \ ♦ ♦ \ \
EXISTING STRUCTURE
(apx_ 20" x 20' including
front porch, excluding
fireplace, chimney, and
wood box)
-------------------------
......................................
.......................................
......................................
(Fireplace$c chimney)
............. . ..............................:..:::::::•::
PROPOSED ADDITIOPJ
"' 8' x 12'
North
2'
4'
Figure 1_ General Plan View SCALE
Page 1 of 1 ,
ROB DOGWOOD CONSTRUCTION
From: "McPhee, Todd"<Todd.McPhee c@PROBUILD.COM>
To: <rob@dogwoodconstruction.com>I
Sent: Thursday, July 15,2010 9.22 PM
Subject: Hatton
I contacted simpson strong tie about the question with the hangers on the Hatton deck. There is
no warranty against corrosion. If the inspector has questions he can read the corrosion info in the
Simpson Strong tie book or he can go to www.strongtie.com and get the information. The
finishes on the hangers used are industry standard.
Let me know how else we can help.
Thanks Todd
CONFIDENTIALITY NOTICE: This email may contain confidential and privileged material for
the sole use of the intended recipient(s). Any review or use by others is strictly prohibited. Any
distribution or disclosure by or to others is strictly prohibited. If you have received this
communication in error, please notify the sender immediately by e-mail and delete the message
and any file attachments from your computer.
Request To Revise AnApproved Plan
Permit Number: BLD2008 -4 dap 27,), Name 1411 7ZI4�r^-_
Parcel Numbe ?o - _ phone Numbe as tune 3� ) -7 9 6/d6 .
Project Address �� �f--L�you Mailing Address Wt-EA �
• Pleas�r ide a complete, detailed description of the proposed revisions to the approved plans:
Are two sets of the revised plans or addendum iftdicah g the changes�Z�d? Yes ❑ No
Are the approved site plans included? ❑ Yes R<odopy o tP
Are the revisions clearly and accurately identified on the plans or addendum? ta'Yes ❑ No
Does the plan contain an engineer's or architect's lateral or vertical analysis? wl'es ❑ No
If Yes, Has the engineer or architect approved this revision? &-`�es - ❑ No
Is a stamped and signed approval included with this request? C_'es ❑ 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
ditionalInformation: — _ I X Q .,-. inevd.2
E x4ra, rj l olzi ]tog
Applicant's signatur g ����i �f J Date:
Office Use Only
Received by:
Date Sent Assigned To Approved By Date
t Z I Original Valuation: $
1 Additional Valuation:
Sq.Ft. 62 x$ A5 4-0 $
Sq. Ft. x$ $ U
Total New Valuation $
Additional Fees:
Additional Planning Dept.
Additional Plan Review
Additional Conditions/Comments: Additional Building Perrot $ Q
Additional Plumbing $
Ano ('1 Additional Mechanical $
Additional E. H. Dept. $
Other $
V Total Arnount Due: $
P14 47 73)0.5 f"<
Amount To Be Paid Up-Front$
1109b 12!Q
Cherry Dogwood
From: Greg Hatton [greg.hatton e@kicintl.com]
Sent: Sunday, February 21, 2010 1:23 PM
To: cherry r@dogwoodconstruction.com
Subject: FW: Hatton Residence Construction Services- Framing Inspection Issues
Importance: High
Attachments: Inv_2118_from_Flansburg_Eng.pdf; 8155 Hatton Residence Inspection Items.pdf
Inv_2118_from_Fla 8155 Hatton
nsburg_Eng.pd... 2esidence Inspecti...
Cherry and Rob:
I have not reviewed this but will do so Monday morning and then contact you.
Greg
-----Original Message-----
From: Jeff Flansburg [mailto:jeff@flansburgeng.com]
Sent: Sunday, February 21, 2010 10:27 AM
To: Greg Hatton
Subject: Hatton Residence Construction Services - Framing Inspection Issues
Importance: High
Mr. Greg Hatton,
I have went through the photos and documentation that you email to me resulting from a
Building Inspector's framing inspection. For the most part it is just a bit of
verification of blocking in the floor under posts for the false beam work, verification of
bearing for the exterior beam at the Great Room corner, and possible installation of strap
type holdowns crossing the main floor. There should not be much work to be done at all.
Where the strap type holdowns are required to cross the main floor above the lower
bathroom and lower mud room; they may be installed on the interior side of the wall if
siding has already been placed on the exterior side of the wall.
Please find attached to this message a letter addressing the inspectors concerns. Each
item is commented on. The file is in PDF format, and intended for printing on letter
sized media.
Please also find attached to this your invoice for construction services.
Invoices are due upon receipt, we appreciate payment at your earliest convenience.
Do not hesitate to contact us should you have any questions or concerns regarding this
invoice. It has been a pleasure working with you.
Thank you,
JEFFREY T. FLANSBURG PE
FLANSBURG ENGINEERING INC.
Commercial and Residential Structural Engineering Digital Large Format Scan to File and
Copy Services
4189 Forest View Drive, Washougal, WA 98671
(360) 835-0372 (360) 835-0725 Fax
1