HomeMy WebLinkAboutBLD2008-01250 Final Sunroom Addition - BLD Permit / Conditions - 2/27/2009 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 BLD2008-01250
OWNER: KEVIN KNUTH RECEIVED: 10/3/2008
CONTRACTOR: LILLIWAUP BAY BUILDERS LLC LICENSE: LILLIBB947QC EXP: 11/25/2008 ISSUED: 11/5/2008
SITE ADDRESS: 50 NE LAKEWAY DR SOUTH BELFAIR EXPIRES: 5/5/2009
PARCEL NUMBER: 223107990734
LEGAL DESCRIPTION: TR 73D OF SURVEY 11/17 LOT: D OF SP#1496
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
SUNROOM ADDITION FROM NORTH SHORE, RIGHT ON SANDHILL, LEFT ON BEARCREEK
DEWATTO, LEFT ON BLACKSMITH LK TO LAKEWAY DR, THEN RIGHT @
FIRST DRIVEWAY.
General Information Construction&Occupancy Information Square Footage Information
No. of Bedrooms: Type of Constr.: VB
Type of Use: SF Insp.Area: No. of Bathrooms: Occ. Group: R3 Lot Size: Deck:
Type of Work: ADD Fire Dist.: 2 No. of Stories: 1 Occ. Load: Building:288
Valuation: Building Height: Occ. Status: Primary Basement:
Manufactured Home Information Setback Information Shoreline&Planning Information
Make: Length: Ft. Front: S Ft. Shoreline: Ft. Water Body: WETLAND
Rear: N 140.0 Ft. Slope: Ft. SEPA?: No
Model: Width: Ft. Side 1: E 22.0 Ft. Shoreline Desig.: Not Applicable
Year: Serial No.: Side 2: W 20.0 Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Plan Check Fee KS 10/3/2008 $236.11 S12008000
Planning Review Fee KS 10/3/2008 $190.00 S12008000
EH Plan Review KS 10/3/2008 $40.00 S12008000
Building State Fee MAL 11/5/2008 $4.50 S22008000
Building Permit Fee MAL 11/5/2008 $363.25 S22008000
Total $833.86
BLD2008-01250 Please referto the following pages for conditions of this permit. 1 of 5
CASE NOTES FOR
BLD2008-01250
CONDITIONS FOR
BLD2008-01250
1) All other necessary permits from Mason County, Washington State and/or Federal Agencies that are required for this proposed development and
construction must be obtained PRIOR TO SAME DEVELOPMENT AND CONSTRUCTION. X
2) All Best Management Practices must be strictly adhered to throughout the proposed development. X L ...�
3) Applicant must adhered strictly to the 1 10'wetland buffer and 15' building setback as established in the Wetlands Delineation Report that was submitted in
conjunction with the building permit application. X
4) All construction and demolition debris must be removed from the beach after project completion. Proper_disposal of construction debris must be on land
in such a manner that debris cannot enter or cause water quality degredation of State waters. X
5) 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
6) 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 (I RC Table R402.2).
X
7) Water quality is noo bq degraded to the detriment of the aquatic environment as a result of this project.
X
8) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered.
A. Drainfield/ Reserve requires a 1 Oft setback from all footing/foundations.
B. Septic tank(s) requires 5ft setback from all footing/foundations.
C. No fo atiT drains within 30ft, down gradient of drainfield/reserve area.
X
9) 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-Q,U2.. ,The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law.
X
10) Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
X D 1A:2
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11) Temporary erosion control measures must be implemented to prevent water qualjjy degradation of adjacent waters or wetlands. Silt fencing must be
installed and maintained until upland vegetation has become established. X `�
12) 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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13) 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 ( �
14) 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 approved documents will result in failure of required building inspections.
X l )
15) All ithi th ea pa al a ulated t -10 for s 2 on s abs su t d the
the s of of t e f ting X
16) All exterior wall cavi ex,osed during construction or remodeling work shall be insulated to the full depth of the wall cavity a d inspected prior to
covering. X ,
17) THE FOUNDATION SYSTEM SHALL BE PLACED ON UNDISTURBED, NATIVE SOIL. X Ds-i
18) 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 epartr�ent prior to any further inspections being performed or approvals granted.
X �!
19) 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-3jingulation 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 f sheathing is less than 12-inches and there is 1-inch vented airspace above the insulation.
X 1
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20) 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 PEEP (3-SECOND GUST)the wind speed for Mason County is 85 MPH.
X „J
BLD2008-01250 Please referto the following pages for conditions of this permit. 3 of 5
21) Per IRC-SECTION R905- REQUIREMENTS FOR ROOF COVERINGS - R905.1 Roof covering application. Roof coverings shall be applied in
accordaAce wi the applicable provisions of this section and the manufacturer's installation instructions.
X
22) 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 aad sh I be collected by the Building Department prior to any further inspections being performed or approvals granted.
X
23) 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 revoc�
X
24) 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 r�Li
25) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordinance or r uI tio' must be reviewed and approved by Mason County prior to construction.
26) 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 1pl mad prior to requesting additional inspections.
X
27) All property lines shall be clearly identified at the time of foundation inspection. X ' ' )
28) 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 Coun rdin nces and building regulations.
X
BLD2008-01250 Please referto the following pages for conditions of this permit. 4 of 5
29) 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 hav ' reven d action from being taken. No more than one extension may be granted.
X
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30) 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.
X ( h,�j
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 propeDL"�Ll
ty and structure for review and inspection.
OWNER OR AGENT: �C DATE:
BLD2008-01250 Please referto the following pages for conditions of this permit. 5 of 5
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o CONCRETE MECHANICAL MANUFACTURED HOME Z
o Date By C
C) Footings/Setbacks Gab Piping Ribbons =
o Interior Date By interior-Date By Date By
o Exterior Date r� B Exterior-Date B 4P
Set- M
29
Point Load/Isolated Footings INSULATION Date By G
BG!SLAB INSULATION Date
Date By Data 6�99 By _ FIRE DEPARTMENT
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 �� ...
Type-
Date By Date By Date By
DMV DRYWALL Type
-
Date Wall Date By
Date BY Date By FINAL INSPECTION 0
w Water Line Fire Seperation ON
Dale By Date By Date 2 p By O
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Pass or Request Inspect.
0 Type of Insp. Fail Date Date Done By Comments
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RECEIVIEli
JAB: � 1,2,309
Hodge MASON COUNTY
engineering inc.inc.
1-26-09
Letter# 9027
RE: Knuth Residence
Gusset @ Cut Truss Tails / Size Beam
To Whom It May Concern:
At the request of the builder I have sized a beam and reviewed the builder
provided section detail of the gusseted truss tails. The section detail displaying
gusset nailing appears adequate.
The 24' long 5-1/8"x24" glulam beam supporting tributary loading of 13-1-2' is
adequate to support the designed loading.
See attached builder provided section view detail and beam calculations
Please contact me with any questions regarding this project.
1-26-09
Letter#9 N
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EXPIRES:
This letter is the professional opinion of the engineer of record and regards his engineering only. This letter
does not allow the builder to disregard Code requirements. Any schedule or cost impact is the responsibility
of the builder or owner. The Building Inspector has the final authority to allow field changes to approved
building plans.
Jitihn E. Mudge P. E.
Got Jahn Ave N%V Ste.Al Gig Harhorr. %%A 98335
(253)857-7055 Flix(253)857-759O
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TOPOGRAPHY PROFILE:
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Direction: Scale: Approval: foroffice use
Building Permit number: i1 �� t Building:
Owner/Applicant: iLc-yj tJ 14Y1 Date of Planning:
2Z�1 -7�l �1�7 application: Env. Health:
Parcel Number:
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COMPANY PROJECT
Dave Walterick
HW� glulam
engineer in inc.
Jan.26,2009 12:44
Design Check Calculation Sheet
Sizer 8.0
LOADS:
Load Type Distribution Pat- Location (ft) Magnitude Unit
tern Start End I Start End
Loadl Dead Full Area 15.00(13.50)' psf
Load2 Snow Full Area 30.00(13.50)' sf
*Tributary Width (ft)
MAXIMUM REACTIONS(Ibs)and BEARING LENGTHS(in):
0' 244
Dead 2430 2430
Live 4860 4860
Total 7630 7630
Bearing:
Load Comb i2 12
Length 2.29 2.29
Cb 1.00 1.00
Glulam-Bal.,West Species,24F-1.8E WS,5-1l8x24"
Sett-weight of 28.32 pU included in loads:
Lateral support:top=at supports,bottom=at supports;
Analysis vs.Allowable Stress(psi)and Deflection(in)using NOS 2006:
Criterion lAnaly5is Value IDesign Value jAnal sis/Desi n
Shear fv - 78 Fv' = 305 fv Fv' A
Bending(+) fb - 1117 Fb' - 1867 fb/Fb' - 0.60
Live Defl'n 0.28 = <L/999 0.80 - L/360 0.36
Total Defl'n 0.53 - L/545 1.20 - L/240 0.44
ADDITIONAL DATA:
FACTORS: F/E CD CM Ct CL Cv Cfu Cr Cfrt Notes Cn LCI
Fv' 265 1.15 1.00 1.00 - - - - 1.00 100 1.00 2
Fb'+ 2400 1.15 1.00 1.00 0.676 1.000 1.00 1.00 1.00 1..00 - 2
Fcp' 650 - 1.00 1.00 - - - - 1.00 - - -
E' 1.8 million 1.00 1.00 - - - - 1.00 - - 2
Emin' 0.85 million 1.00 1.00 - - - - 1.00 - - 2
Shear LC 42 = D+S, V = 7630, V design - 6358 lbs
Bending(+); LC 12 - D+S, M - 45779 lbs-ft
Deflection; LC 12 - D+S EI - 10627e06 lb-in2
Total Deflection - 1.50(Dead Load Deflection) + Live Load Deflection.
(D-dead L-live S=snow W=wind I-impact C-construction Lc-concentrated)
(All LC's are listed in the Analysis output)
Load combinations: ICC-IBC
DESIGN NOTES:
1.Please verity that the default deflection limits are appropriate for your application.
2.Glulam design values are for materials conforming to AITC 117-2001 and manufactured in accordance with ANSUAITC A190.1-1992
3.GLULAM:bxd=actual breadth x actual depth.
4.Glulam Beams shall be laterally supported according to the provisions of NDS Clause 3.3.3.
5.GLULAM:bearing length based on smaller of Fcp(tension),Fcp(comp'n).
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MASON COUNTY PERMIT NO `-��'
BUILDING PERMIT APPLICATION
426 W. Cedar• P.O. Box 186, Shelton, WA 98584
Shelton (360) 427-9670 • Belfair (360) 275-4467 • Elma (360) 482-5269
On the web www.co.mason.wa.us
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner Kyyl 0 "L711 Company Name UAL-10J&j Pe q�1 OL012e. L-1c,
Mailing Address It0130 5W - 43" , 51' Mailing Address ( VfSTn t1;t:ry ►mil
CitylSSAavyo'14 Stated—Zip Code Q fC00 City 0 "m State L04 Zip Code 4 2-
Phone 3 L 0-)4rr9-501 Z- Other Ph. Phone 3(,a "440'5bi y Other Ph.
Lien/Title Holder Contractor Reg.#ULLi BD4 µ14 G Exp.
E mail address E Mail Address bJ'LI etn4Kel 6) FaouJdiby �'�'�
Drivers Lic.# DOB Drivers Lic.#L&1ALT"0.E 7►!r DOB 9-1>p q:�j
SEPTIC /WATER SYSTEM INFORMATION - Connect to New Septic Existing Septic
Connect to Water System Name of Water System
Well Sewer System Name of Sewer System
PARCEL INFORMATION - 12 Digit Parcel No. , Fire District
Legal Description
Site Address (Please include street name, street number and city) Z vLcr"W VLtk—:
Directions to site � S +
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?YeslNo
TYPE OF JOB - New Add Alt Repair Other PRIMARY RESIDENCES SEASONAL ❑
Use of Building 6V0a4rV-- - Describe Work U*16RL 1lu5ML4,w-* CW GV,5T7#J& 4'LAr%
No. of Bedrooms No. of Bathrooms Square Footage- 1st Floor 2nd Floo—
3rd Floor Basement Deck— Covered Deck Othe_a&J!!j KJO ft a
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 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. This permit/application becomes null & void if work or authorized construction is
not commenced within 180 days or if construction work is suspended for a period of 180 days. PROOF OF CONTINUATION OF WORK IS BY
MEANS OF A PROGRESS INSPECTION.INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
X 01'—� VAXtEc�_ Date: toll /D
Owner/Owners Representative/Contractor (indicate which one)
FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Da
DEPARTMENTAL REVIEW APP V DENIED NOTES
Building Department aCLV 33T rd
Planning Department
Environmental Health Department
Fire Marshal
FEES
Building Permit Fee 3 Z Site Inspection
Plan Review Fee Z 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
TOTAL FEES
Valuation $