HomeMy WebLinkAboutBLD2005-00952 Deck - BLD Permit / Conditions - 10/2/2006 Inspection Line(360)427-7262
MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670,ext.352
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Mason County Bldg. III 426 W. Cedar P.O. Box 186
Shelton,WA 98584
RESIDENTIAL BUILDING PERMIT BLD2005-00952
OWNER: MIKE SHEETZ
CONTRACTOR: LICENSE: EXP: RECEIVED: 6/8/2005
SITE ADDRESS: 351 E UNION HEIGHTS DR UNION ISSUED: 10/2/2006
PARCEL NUMBER: 322327590104 EXPIRES: 4/2/2007
LEGAL DESCRIPTION: TR 10-D OF SURV 5/59 TR 4 OF SP#2231 #555474
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
DECK MCREAVY PAST DALBY 2 BLOCKS TURN LEFT TO UNION HEIGHTS DR.
TO END ON LEFT AT"T"
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: Lot Size: Deck: 432
Type of Work: DECK Fire Dist.: 6 No.of Stories: Occ. Load: Building:
Valuation: Building Height: 5 Occ. Status: Primary Basement:
Manufactured Home Information Setback Information Shoreline&Planning Information
Make: Length: Ft. Front: N Ft. Shoreline: Ft. WaterBody: NONE
Rear: S Ft. Slope: Ft. SEPA?: No
Model: Width: Ft. Shoreline Desig.: Not Applicable Side 1: W Ft. pp cable
Year: Serial No.: Side 2: E 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 6/8/2005 $81.41 S12005000
Planning Review Fee KS 6/8/2005 $155.00 S12005000
Building State Fee DLC 6/13/2005 $4.50 S22006000
Additional Plan Check Fee DLC 9/29/2006 $58.00 S22006000
Building Permit Fee DLC 9/29/2006 $35.70 S22006000
Total $334.61
BLD2005-00952 Please referto the following pages for conditions of this permit. 1 of 3
CASE NOTES FOR
• BLD2005-00952
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CONDITIONS FOR
BLD2005-W952
1) The internatioanl 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 conn"6e 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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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 potent I risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at
1-800-647-0982. a 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) Approved per di nsions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
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4) 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 a d 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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5) 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 rther inspections being performed or approvals granted.
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6) 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 WashiA%on. 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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BLD2005-00952 Please refer to the following pages for conditions of this permit. 2 of 3
7) 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' ithin 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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8) All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordinance or regu Tion, must be reviewed and approved by Mason County prior to construction.
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9) CONSTRUCT;NPROCESS 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 b the Mason Count 1 P Y y BuildingDepartment. All construction must be in conformance P ace
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 rqade prior to requesting additional inspections.
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10) All property lines shall be clearly identified at the time of foundation inspection. X
11) 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 ordinan and building regulations.
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12) Pressure treated WZanufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners,
connectors, and fleshing. Install metal connectors approved for contact with the new types of pressure treated material.
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This permit becomes null and void if work orconstruction authorized is not commenced with
in 180 days,or if construction or work is suspended for a period of 1
P P 80 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 owneror the agent on the owners behalf,represents t t the information provided is accurate and grants employees of Mason County access to
the above described property and structur r review and inspection.
OWNER OR AGENT: _ DATE:# 0
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BLD2005-00952 Please referto the following pages for conditions of this permit. 3 of 3
W
o CONCRETE MECHANICAL MANUFACTURED HOME N
2
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Footings/Setbacks Date By Ribbons M
Gas Piping
o Intenor Date By Interior-Date By Date By N
NExterior Date By Exterior-Date By Set-up ic
Point Load l isolated Footings INSULATION Date By 5�
Date By BG!SLAB INSULATION m
Data By FIRE DEPARTMENT
Foundation Walls Floors Date By
Date By Data By DECKS
FRAMING Walls Date By
Date By Data By PROPANE TANKS
PLUMBING vault Date By
Date By OTHER
Groundwork Attic
Date By Data By Type_
Date By
D.W.V DRYWALL Type:
Int Brace Wall Date By (A
Date By Date By r
FINAL INSPECTION
Water Line Fire Sepsration C
Dale By Date By Data 27.aa By W o
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Pass or Request Inspect. c
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Type of Insp. Fall Date Date Done By Comments
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MASON COUNTY PERMIT NO. 11I N0057 vl3�SZ-
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 —i -7, Company Name
Mailing Address Mailing Address
City,rrn %ax State (,,J4 Zip Code ii `i 2- City_ State Zip Code
Phone S*q?-4 `((6v Other Ph. Phone ,Other Ph.
Lien/Title Holder <13IMµ- Lfl,k -) Contractor Reg. # Exp.
E mail address E Mail Address
Drivers Lic. # "V r5 ,, e y h C DOB / Drivers Lic. # DOB
SEPTIC /WATER SYST, EJVI 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. �� c 1 v 4 Fire District lfr.
Legal Description
Site Address (Please include street e, street number and city) 1 t V 061 A-- !2�
Directions to site !D t `/6 ex-L-b '
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 Bluff 15%
Is this permit submittal the result of a Stop Work Notice, Correction Notice or other enforcement action?Yes/No
TYPE OF JOB - New Add Alt Repair Other PRIMARY RESIDENCE ❑ SEASONAL ❑
Use of Building D A-SCl Describe Work
No. of Bedroo s No. of Bathroom Square Footage - 1 st Floor 2nd Floor
3rd Floor ',4k s Basement ^-A Deck 4W' 7?- Covered Deck Other Sq. ft.
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=OFARETPECTION.INACTIVITYOFTHISPERMITAPPLICATIONOF180D YSWILLINVALIDATETHEAPPLICATION.
X rt{ Date I B` Cl<
Owner/Owners Representative/Contractor (indicate which one)
FOR OFFICIAL USE BEYOND THIS POINT Accepted by: Date
DEPARTMENTAL REVIEW APPROVED DENIED NOTES
BuildingDepartment G- '3 Z7 Ta r
PlanningDepartment P ri o t4C' & A
Environmental Health Department ' r — 5 1—
Fire Marshal �✓ �> d 0G
FEES
Building Permit Fee �,3$ Site Inspection
Plan Review Fee f��. ' �5�� EH Review Fee
Plumbing & Base Fee Planning Review Fee
Mechanical & Base fee Other
Wood / Gas/ Pellet Stove Fee State Fee
Violation Fee Pre-Paid at Submittal
Valuation S V TOTAL FEES
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Handrail Details
,Vs N.MN. /,N.MN. 1k N.Mll All stairways with 4 or more risers shall
,,,,N.TO2N. ,V,N T02 N have at least one handrail. Such handrails
N.MN. shall be placed not less than 34" nor more
than 38" above the nose of the treads and
shall be continuous for the full length pf the
'It,IN-M"` flight. Handrail ends shall be returned or
14,N.TO2IK N.MAx terminate in the newel post or safety termi-
3/2
nals. Handrails adjacent to the wall shall
--.N.TO R1 have a space not less than 1 '/2" between
�� the wall and the handrail. Circular hand-
rails shall have an outside diameter of at
least 1 %" and not more than 2." Handrails
NOT ACCEPTABLE with a perimeter greater than 6 Y4" shall
NOTEOtlNr tluGas Vw be nz�pFable A prvrga an apNdartl 9"GP�"V sulaos.
Sea NN paraynpn of Sedbn 1 WJ.3..B.
provide a graspable finger recess on both
sides. Handrails shall not project more
than 4 '/2' on either side of the stairway.
IRC R311
24K
2%N.
2'f,N
244 N.
FOUNDATION SUPPORT SYSTEMS
• Decks 30"or less above grade: Minimum 12"x12" manufactured pier.
• Deck 30"to 5'0" above grade: Minimum 14"x14" manufactured pier set 12" below grade.
• Decks greater than 5'0"above grade: Minimum 18"x18"x18" poured in place footing set 12" below grade.
All deck posts shall have a positive post to footing and positive post to beam connection.
Deck height is measured at the lowest point within 5'0" beyond the walking surface of the deck.
DECK PLAN
EXAMPLE ONLY
APPROVED JOIST HANGERS EXISTING BUILDING
*BEARING REQ'D FOR MFG.HOW
*DESUIBE DECKING
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VESUIBEI JOI FS & 3PA NG
PT T T -1,
*DES BE POSTS & PIER B OCK SIZES & SPAC G L*DESCRIBE M JOIST 'L-*DR CRIBE BEAM SIZE & SPACING
* * *
30'0"
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Mason County Building Department
Deck, Stair, Landing and Guard Detail
Guard installed on all decks over 30"above grade.
The greatest riser and the greatest stair 4"maximum spacing
Vertical Pickets at handrail tread shall not exceed the allowed between pickets.
smallest by more than 3/8."
Graspable handrail on
all stairways with 4 or i Stairways and
more risers. landings shall
Not less than 34"and not be less than
not more than 38" 36"in clear
vertically from nose of width.
tread or walking surface.
in
M
Handrail ends shall
be returned or shall '
terminate in newell '
posts or safety l
terminals.
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EMIC
Ledger at wall:
10"min. i Indicate joist size/spacing Decks shall be
Stair nosing not less than positively anchored
3/4"but not more than - for lateral&vertical
1-1/4"on all solid risers Indicate beam size/ loads. Toenails or
unless tread depth is at v spacing.Provide positive �' nails subject to
Z-5 connection post to beam. H. withdrawal are not
least 11." r` E allowed.Decks shall
be self supporting if
connections cannot
Indicate Indicate post size,spacing be verified during
Indicate fasteners stringer size. and base connector. I inspection.R502.2
Space per
decking material r
4"x4"x16"masonry
block with asphalt
shim. Decks installed against manufactured
homes must have beam support at this
Provide 4"wood/earth clearance here, location.
6"all other areas. Concrete footing 12"below grade when deck is 30"or --
- more above grade. See foundation info on reverse side.
Typical Door with 3 Landings CONSTRUCTION
MATERIALS Illuminate stairs
Decay resistant woods with controls "
Landings are required on heartwood of redwood,cedar, located at top and
- each side of each black locust and pressure bottom of stairs.
exterior door. preservatively treated wood
Exception:A landing are all acceptable material for
is not required with use in deck construction. Field
two or fewer risers. applied treatment is not an r,
• acceptable method. Fasteners
for pressure preservative
Landings shall not be treated woods shall be of hot- Co 36"min
more than 1-1/2" dipped galvanized steel, `? landing
l l
lower Than the top of stainless steel,silicon bronze
the threshold_ or cop
per. Field cut ends, Min. 10"run
Exception: notches and drilled holes of
---The landing shall pressure preservatively treated
not be more than 7-3/4"lower wood shall be retreated in the Max.7 3!4"rise
than the threshold provided the field in accordance with AWPA 36"min
door does not swing over the landing. M4. landing
Stairs&landings shall not be less than 36"wide. IRC R319&R320.
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Uniformly Loaded Floor Beam[2000 International Buildinq Code(97 NDS)1 Ver: 6.00.81
By: Debbera Coker, Mason County Building Dept.on: 06-08-2005 : 09:34:18 AM
Protect: - Location:
Summary:
3.5 IN x 5.5 IN x 6.0 FT /#2-Hem-Fir-Dry Use
Section Adequate By: 18.3% Controlling Factor: Section Modulus/Depth Required 5.06 In
Deflections:
Dead Load: DLD= 0.03 IN
Live Load: LLD= 0.11 IN = U649
Total Load: TLD= 0.14 IN = U511
Reactions(Each End):
Live Load: LL-Rxn= 720 LB
Dead Load: DL-Rxn= 194 LB
Total Load: TL-Rxn= 914 LB
Bearing Length Required (Beam only,support capacity not checked): BL= 0.64 IN
Beam Data:
Span: L= 6.0 FT
Unbraced Lenqth-Top of Beam: Lu= 1.33 FT
Live Load Deflect. Criteria: U 360
Total Load Deflect. Criteria: U 240
Floor Loadinq:
Floor Live Load-Side One: LL1= 40.0 PSF
Floor Dead Load-Side One: DL1= 10.0 PSF
Tributary Width-Side One: TW 1= 4.0 FT
Floor Live Load-Side Two: LL2= 40.0 PSF
Floor Dead Load-Side Two: DL2= 10.0 PSF
Tributary Width-Side Two: TW2= 2.0 FT
Live Load Duration Factor: Cd= 1.00
Wall Load: WALL= 0 PLF
Beam Loadinq:
Beam Total Live Load: wL= 240 PLF
Beam Self Weiqht: BSW= 5 PLF
Beam Total Dead Load: wD= 65 PLF
Total Maximum Load: wT= 305 PLF
Properties For:#2- Hem-Fir
Bendinq Stress: Fb= 850 PSI
Shear Stress: Fv= 75 PSI
Modulus of Elasticity: E= 1300000 PSI
Stress Perpendicular to Grain: Fc_perp= 405 PSI
Adjusted Properties
Fb'(Tension): Fb'= 1103 PSI
Adjustment Factors: Cd=1.00 C1=1.00 Cf=1.30
Fv': Fv'= 75 PSI
Adiustment Factors: Cd=1.00
Design Requirements:
Controllinq Moment: M= 1371 FT-LB
3.0 ft from left support
Critical moment created by combining all dead and live loads.
Controllinq Shear: V= 786 LB
At a distance d from support.
Critical shear created by combining all dead and live loads.
Comparisons With Required Sections:
Section Modulus(Moment): Sreq= 14.91 IN3
S= 17.65 IN3
Area (Shear): Areq= 15.72 IN2
A= 19.25 IN2
Moment of Inertia (Deflection): Ireq= 26.91 IN4
1= 48.53 IN4
Request To Revise An Approved Plan
Permit Number: BLD200 5' - o o s 2 Name
Parcel Number - - Phone Number da ime ( Co
Project Address Mailing Address ro 9
Please provide a complete, detailed description of the proposed revisions to the approved plans: .
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? ❑ Yes ❑ No
Does the plan contain an engineer's or architect's lateral or vertical analysis? ❑ Yes O No
If Yes,Has the engineer or architect approved this revision? o Yes 11 No
Is a stamped and signed approval included with this request? ❑ Yes ❑ No
(Note:No structural chances to a"desipc,ted"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?
O Yes ❑ No
Additional Information:
Applicant's signature Date: /2-:&/o
Office use Only 1 by:
Date Sent Assigned To Approved By Date
B
. Original Valuation:
O Additional Valuation: $_
Sq.Ft x S S
Sq.Ft.al x S
Total New Valuation , / /'Additional Fees: �
Additional Planning Dept. S
New Setbacks: Front / Rear / Additional Plan Review $
Additional Building Permit $
Side I. / S1de2 / Additional Plumbing $
Additional Conditions/Comments: Additional Mechanical $
Additional E.H.Dept. $
Other $
Total Amount Due: $
Amount To Be Paid Up-Front$
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