HomeMy WebLinkAboutBLD2007-00401 SFR - BLD Permit / Conditions - 5/4/2007 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 BLD2007-00401
OWNER: CAPSTONE HOMES INK RECEIVED: 3/12/2007
CONTRACTOR: LICENSE: EXP: ISSUED: 5/4/2007
SITE ADDRESS: 350 E STERLING DR ALLYN EXPIRES: 2/15/2013
PARCEL NUMBER:
LEGAL DESCRIPTION: "LAND VILLAGE#12 PHASE II LOT: 64
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
NEW SFR LAKE LAND VILLAGAGE, HOMESTEAD DR, R ON OLD RANCH, R ON
stock2003-0077 STERLING, 2ND TO LAST LOT ON R, BEFORE INTERSECTION OF
SODERBERG AND STERLING
General Information Construction&Occupancy Information Square Footage Information
No. of Bedrooms: 3 Type of Constr.: VB
Type of Use: SF Insp. Area: No. of Bathrooms: 3 Occ. Group: R-3U Lot Size: Deck:
Type of Work: NEW Fire Dist.: 5 No. of Stories: 2 Occ. Load: Building:3,104 Garage-Attached 788
Valuation: $ 248,335.90 Building Height: 26 Occ. Status: Primary Basement: COVPORCH 54
Manufactured Home Information Setback Information Shoreline&Planning Information
Make: Length: Ft. Front: S 20.0 Ft. Shoreline: Ft. Water Body: NONE
Rear: N 20.0 Ft. Slope: Ft. SEPA?: Unkn
Model: Width: Ft. Side 1: W 11.0 Ft. Shoreline Desig.: hWttApplicable
Year: Serial No.: Side 2: E 23.0 Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Water Closets (Toilets) 3 Furnace<100K 1 Plan Check Fee KS 3/12/2007 $ 364.51 S1200700000001
Lavatories 4 Ventilation Fan 5 Planning Review Fee KS 3/12/2007 $ 170.00 S1200700000001
Bath Tubs 2 Propane Tank 1 Address Fee BLJ 3/13/2007 $ 154.00 S1200700000001
Showers 2 Gas Outlets 4 Building State Fee ARC 3/23/2007 $4.50 S1200700000001
Water Heaters 1 Propane Stove 2 Building Permit Fee ARC 3/23/2007 $ 1,828.15 S1200700000001
Clothes Washer 1 Exhaust Hood 1 Mechanical Fee ARC 3/23/2007 $256.00 S1200700000001
Kitchen Sink 1 Dryer Vent 1 Mechanical Base Fee ARC 3/23/2007 $25.30 S1200700000001
Dishwasher 1 Plumbing Fee ARC 3/23/2007 $ 128.70 S1200700000001
Hosebibs 3 Plumbing Base Fee ARC 3/23/2007 $22.00 S1200700000001
Laundry Tray 1 EH Plan Review TW 3/28/2007 $75.00 S1200700000001
Building Permit Fee TW 8/15/2012 $ 1,106.43 S2201200000001
Total $4,134.59
BLD2007-00401 Please refer to the following pages for conditions of this permit. Page 1 of 5
CASE NOTES FOR
BLD2007-00401
CONDITIONS FOR
BLD2007-00401
1) This parcel is located in a smoke management zone. Please contact a fire warden at(360) 427-9670 ext. 459 for further information.
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2) Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division.
There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at
1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
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3) Prior to final approval, all upland areas disturbed or newly created by construction activities shall be seeded, vegetated or given an equivalent type of
erosion protection (silt fencing or straw matting). X
4) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
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5) The Washington State Clean Air Act prohibits the burning of any construction or demolition debris in an outdoor fire.
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6) The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150' from an approved
access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where
such roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road.
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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 prior to any further inspections being performed or approvals granted.
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8) In accordance with international codes and Title 14, Mason County Building Code, "Standards for Fire Apparatus Access Roads," all new structures that
require an address shall have approved numbers or addresses located at the beginning of long driveways when the address is not clearly visible from the
access road. The numbers shall also be plainly visible and legible from the street or road fronting the property and shall contrast with their background.
Mason County Building Department requires that this be completed prior to calling for any site inspections. A re-inspection fee based on rates as adopted
by the jurisdiction and the international codes will be assessed if the owner and/or contractor fail to post the address on site prior to requesting
inspections.
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BLD2007-00401 Please refer to the following pages for conditions of this permit. Page 2 of 5
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 approved documents will result in failure of required building inspections.
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10) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X
11) 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 Department prior to any further inspections being performed or approvals granted.
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12) Washington State Energy Code Compliance has been approved using the following:
Heat Type: Electric or other fuels, Compliance Method: IV, Window (Max U-Factor):0.40, Skylight(Max U-Factor):0.58,
Doors (Type/Max U-Factor):0.40 or less, Wall insulation R-21, Floor insulation R-30, Ceiling Insulation R-38, Vault Insulation R-30, Slab Insulation R-10.
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13) 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.
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14) Per 2003 IRC - SECTION R905 - REQUIREMENTS FOR ROOF COVERINGS - R905.1 Roof covering application. Roof coverings shall be applied in
accordance with the applicable provisions of this section and the manufacturer's installation instructions.
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15) Stock Plan Identification number: 2003-0077
This project is approved subject to the provisions identified the Mason County Stock Plan Policy. The site plan approved by the Planning Department,
original building plans, and all attachments approved by the Mason County Building Department shall be available for the Mason County Building
Inspector at each required inspection.
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16) 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).
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17) 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 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.
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BLD2007-00401 Please refer to the following pages for conditions of this permit. Page 3 of 5
18) 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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19) 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.
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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 be made 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 ordinances 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 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.
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24) Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners,
connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material.
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25) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan"to ensure
these structures meet the setback conditions listed.
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BLD2007-00401 Please refer to the following pages for conditions of this permit. Page 4 of 5
26) 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.
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27) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered. 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 property and structure for review and inspection.
OWNER OR AGENT: DATE:
BLD2007-00401 Please refer to the following pages for conditions of this permit. Page 5 of 5
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Permit# MASON COUNTY
BUILDING III 426 W. CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
Job Location -t' r C
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
und: Items listed below must be corrected to gain compliance
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ou are 6reg noti4 y d that the above corrections shall be made
BEFORE PROCEEDING WITH ANY FURTHER WORK
❑ Call for re-inspection when corrections are made before continuing ❑ please contact our office
❑ Make corrections, items will be checked on next inspection regarding possible structural
damage incurred by recent
❑ OK to "natural/man made"
®This is not a complete inspection Cr�� `"" '� disasters.This is Nora
Date S- 6 -/'1 Department CORRECTION NOTICE.
Inspector I- —")
Dov NOT R MCOV ' THI 'Rok TAOME
DANIEL TYRRELL , P . E .
Consulting Engineer
May 16,2014
Capstone Homes Inc.
P.U. Box 139 '
Maple Valley,WA 98038
Re: Response to Building Official
Plan 3104 Qob 05-1313)
350 East Sterling Drive
Allyn,WA
Dear Sir,
I am writing to confirm that I made a site visit on 5/14/14. Based on my observations, I provide
the following responses to the concerns listed by the building official:
1.) The severe angle on the PHD5-SDS3 holdown is unacceptable. The 6x6 post with a 3" trim
on the bottom edge has adequate strength remaining, but the anchor bolt and holdown must
be retrofitted to straighten the angle between the holdown and the anchor bolt. See attached
detail #1.
2.) Due to the narrow dimensions of 3 of the 4 wall sections on the front of the garage,only one
section was utilized as a shearwall. I observed anchor bolts countersunk '/,". Typically this is
not acceptable. Because the sill plate was a 3x sill and the wall sections were not shearwalls,
this detail may remain as is.
Anchor bolts closer than 1" from the edge of the sill plate are unacceptable and should be
retrofitted with 5/8" ATR embedded 7" minimum with Simpson SE"T-XP epoxy.
Typically notching sheathing to clear plate washers is not preferable. Because the walls were not
shearwalls,no repair is required for the sheathing.
Where studs have been notched at the bottom to clear anchor bolts, sister an additional stud or
studs (full height) to one face of the damaged stud until full bearing may be provided. Secure each
stud with 12d nails (.128x3.25") at 6"OC. It may be necessary to cut the anchor bolt out and
retrofit a new anchor bolt (5/8"ATR embedded 7"min. with Simpson SET-YP epoxy) to
provide clearance for the new stud.
3.) See the revised main floor layout and detail #2 for a better detailed strap diagram.
4.) When double studs are used at holdowns H1, H2& H3 (strap type)gluing may be omitted.
The studs should be face nailed with 10d nails (.128x3.0") at 6" OC. If face nailing cannot be
done,an acceptable alternative is to install Simpson LTP4's (8d nails, .I 13x2.5") at 24"OC on
the backside only of the double stud (connecting 2-2x faces together).
2121 Meridian East • Suite #lB• Edgewood,WA 98371 • (253) 568-7991 • FAX (253) 568-8137
Email: dent rrella-att.net
5.) 2-2x members are acceptable. They should be nailed together with 1Od nails (.128x3.0") at 6"
OC or have Simpson L 134's (8d nails, A 13x2.5") at 24" CC on the backside only of the
double stud(connecting 2-2x faces together). Glue is not necessary.
6.) Same as 5 above.
If you have any further questions, feel free to contact me.
Sincerely,
Daniel J.Tyrrell, P.E
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DANIEL TYRRELL, P.E. CLIENT: CAPSTONE HOMES DATE o5-,sso�a
GUNNSUITINGENGINEER PLAN: 3104 IOB0 05-1313
!;I ME.W DIAN EAST,SUITE 018 t253)568-7991
EDCEWOOD,WA 96371.1006 FAX (253156"137 350 East Sterling Drive
EMAIL. DANTVRRELL®ATT NET Allyn.WA
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