HomeMy WebLinkAboutBLD2013-00976 Final MFG Home - BLD Permit / Conditions - 2/19/2014 nisNecuvn UIIe k000f•1L/-/L0L
MASON COUNTY DEPT. OF COMMUNITY DEVELOPMENT Phone: (360)427-9670, ext. 352
Mason County Bldg. III 426 W. Cedar P.O. Box 279
Shelton, WA 98584
IP14
RESIDENTIAL BUILDING PERMIT BLD2013-00976
OWNER: DAVID NAIL RECEIVED: 11/4/2013
CONTRACTOR: DAVE YOUNG LICENSE: DVRINA*044JQ EXP: 4/1/2014 ISSUED: 12/3/2013
SITE ADDRESS: 581 E DARTMOOR DR SHELTON EXPIRES: 6/3/2014
PARCEL NUMBER: 321275300121
LEGAL DESCRIPTION: LAKE LIMERICK 4 LOT: 121
PROJECT DESCRIPTION: DIRECTIONS TO SITE:
MANUFACTURED HOME
General Information Construction&Occupancy Information Square Footage Information
No. of Bedrooms: 3 Type of Constr.: VB
Type of Use: MH Insp.Area: No. of Bathrooms: 2 Occ. Group: R-3 Lot Size: Deck:
Type of Work: NEW Fire Dist.: No. of Stories: 1 Occ. Load: Building:
Valuation: Building Height: Occ. Status: Primary Basement:
Manufactured Home Information Setback Information Shoreline& Planning Information
Make:KARSTEN Length: 56 Ft. Front: E 90.0 Ft. Shoreline: Ft. Water Body: na
Rear: W 60.0 Ft. Slope: Ft. SEPA?: No
ModeI:SP28562F Width: 27 Ft. Side 1: N 8.0 Ft. Shoreline Desig.: Not Applicable
Year:2012 Serial No.: 34259 Side 2: S 8.0 Ft. Comp. Plan Desig.: Rural
Plumbing Fixtures Mechanical Fixtures FEES
Type Qty. Type Qty. Type By Date Amount Receipt
Mobile Home Submittal Fei JWH 11/4/2013 $264.25 S1201300000001
Planning Review Fee JWH 11/4/2013 $205.00 S1201300000001
EH Plan Review ALP 11/4/2013 $ 103.00 S7201300000001
Water Adequacy Plan Revi ALP 11/4/2013 $ 103.00 S720130000000i
Mobile Home Issuance Fee MAU 11/25/201 $264.25 S1201300000001
Total $ 939.50
BLD2013-00976 Please refer to the following pages for conditions of this permit. Page 1 of 5
1
CASE NOTES FOR
BLD2013-00976
CONDITIONS FOR
BLD2013-00976
1) 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
2) Approv r dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure.
X'
3) ALL SURFACE WATER AND POTENTIAL RUNOFF WILL BE CONTROLLED ON SITE AND SHALL NOT ADVERSLYAFFECTANYADJACENT
PROPERTIES NOR INCREASE THE VELOCITY FLOW ENTERING OR ABUTTING TO ANY STATE OR COUNTY CULVERTING/DITCHING SYSTEM
OR RO AY.
X =
4) By definition, propane tanks and heatpumps are structures, which must meet setback conditions. Please check your"Approved Site Plan"to ensure
these str lures meet the setback conditions listed.
X - -
5) Landing nd stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your
"Appro d i�-Plan"to ensure these structures are shown and meet the setback conditions listed.
X
6) Owner/builder assumes all responsibility if drainfield/reserve area is encumbered.
A. Drainfield/ Reserve requires a 1 Oft setback from all footing/foundations.
B. NIfoation drains within 30ft, down gradient of drainfield/reserve area.
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
Depart e prior to any further inspections being performed or approvals granted.
X ( _
8) Owne Afflnt is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28.
BLD2013-00976 Please refer to the following pages for conditions of this permit. Page 2 of 5
y) I ne approvea site plarl Is requlfeu tU Ue UII-slle lur Ir1sl.leUl1U11 pUIpUJCs. 11 drl 111Z3PCGIiUII Gs Ial.{UCJIaU dllU Lila dNplUveU Jlle PIC111 IJ IIUI UII ,Ile, Ulell
approval willpipt 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 D ment prior to any further inspections being performed or approvals granted.
X
10) Any retailer, manufacturer or contractor who installs a manufactured home warrants that the manufactured home is installed in accordance with the State
Installation code, chapter 296-150M WAC. All installers hired to do installation work shall be certified manufactured home installers and shall be present
to supervise the installation of all on-site work. An Installer Tag shall be posted on site giving the certification number and signature of the certified
installer responsible for each major part of the installation. RCW43-63B.090
An approved Installer cerification tag shall be placed on the end of the manufactured home directly above or below the HUD certification tag or temporarily
located in plain site within three of the home's front entry. There shall be one certification tag for each certified installer accounting for the work that each
installer performed or' st / certification number and signature of the certified installer responsible for each major part of the installation.
WAC365-210 X
11) If you are installing a manufacturing home and no longer have the installation manual for the home, you must use the instructions of the American
National Steindjards Institute (ANSI). To order the ANSI instructions you may either get an order form from the Mason County Building Department or you
can conta t �fffice of Manufacturing Housing (360) 725-2800.
X
12) 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 Vya hington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in
permit r ion.
X
13) This permit is for the pl t and installation of the manufactured home only and does not imply approval or review for any other items indidcated on
the plot plan. X
BLD2013-00976 Please refer to the following pages for conditions of this permit. Page 3 of 5
;14) t'CIIIIc111Clll MUUICJJ IIIUJI UC PUJICU c11U VIJIUIC IIUI11 UIC IUOU
Deck must be safe and meet code for year building permit was issued. Rebuilt decks are required to meet current code. All guardrails and handrails
must be in good condition and meet code for year built or current code if replaced.
Skirting must be vented 1:150 and backfill sloped away from unit 2% for a minimum of 5' around the perimeter of the unit
Gutters and downspouts must be installed with splash blocks provided
All exterior penetrations must be sealed
HWT Pressure relief line and dryer vent must exit skirting a minimum of 6"with a maximum of 24" above grade.
The unit shall have a minimum of 16"x24" crawl space access provided HOWEVER, if the unit has not received a set up inspection and is skirted, 4
panels centrally located (one on each side of unit) shall be removed by the owner/applicant prior to requesting the inspection.
All conditions on the original or issued permit must be met
If the unit was installed by a WAINS certified installer/contractor since July 1, 2003, CTED Installer Tags must be available
It shall be the responsibility of the person requesting the inspection to provide the
manufacturer specifications, ANSI Standards or approved engineered design for the installation of the unit and have them available on site for inspection.
Each inspection required will be assessed a fee as adopted under Mason County current fee schedule. Re-Inspection fees will be assessed each time an
inspection is requested and required items are not completed prior to the inspection being performed
ENFORCEMENT PROVISION:
Any manufactured/mobile home and/or appurtenant structures found non-compliant with any county or state regulation are subject to enforcement action
and subseq n�iolation and penalties pursuant to the Mason County Code.
X c=
15) All changes to "approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County
ordina gulation, must be reviewed and approved by Mason County prior to construction.
X �6
16) The installation permit shall be displayed in clear view of the site access road. The approved site plan and other applicable instructions, including
installatio ^i structions, shall be available in this location OR placed in the location specified by WAC 296-150M-655. Support configuration shall be
clearly in the installation instructions.
, _� /
X .
17) Owner/applicant must obtain a seperate er the placement of any size propane tank serving a fixed appliance within a dwelling structure or unit
prior to the placement of the tank. X
18) All property lines shall be clearly identified at the time of foundation inspection. X
BLD2013-00976 Please refer to the following pages for conditions of this permit. Page 4 of 5
,I J] fM LJUIIUII 19 PCI II IILJ JI IQII IIQVC Q III Id1 II IJPC;UUUII PCI IUI II ICU QI IU C:IP IUVCU Uy II IC IVIdDUII %,UUI IIy DUIIUII II,j. UelJdl ll l lel it PI IUI LU (.1el IIIIL UXP11dl1U11. I lie IduuIe
to request a i alinspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with
Mas C t inances and building regulations.
X
20) 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 not exceeding 180 days, upon the receipt of a written extension request indicating that circumstances beyond the control of the permit
holder revented action from being taken. No more than one extension may be granted.
21) Pressure t ted wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners,
connec flashing. Install metal connectors approved for contact with the new types of pressure treated material.
X
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 contractor. I further declare that I am entitled to receive this permit and to do the
work as proposed. I have obtained permission from all the necessary parties, including any easement holder or parties of interest regarding this project. The
owner or authorized agent represents that the information provided is accurate and grants employees of Mason County access to the above described property
and structure(s)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 INSPECTION. INACTIVITY OF THIS
PERMIT APP C .TION OF 180 DAYS WI INVALIDATE THE APPLICATION.
Signature Date
A��� OWNER - REPRESENTATIVE - CONTRACTOR
Print Name (Circle one to indicate)
BLD2013-00976 Please refer to the following pages for conditions of this permit. Page 5 of 5
� 4- ,
W
o CONCRETE MECHANICAL MANUFACTURED HOME D
o
Date By
W Footings!Setbacks Gas Piping Ribbons r
o interior Date By Interior-Date By Date By D
4 Exterior Date By Exterior-Date B c�t_� - � C
INSULATION E5
Point Load 1 Isolated Footings Date By
BG t SLAB INSULATION ----------•-----
Date By Data By FIRE DEPARTMENT
Foundation Walls Floors Date By
Date By Data By DECKS
F RAM I NG Walls Date By
Date By Data By PROPANE TANKS
PLUMBING Vault Date 13y
Date By OTHER
Groundwork Attic
Date By Date By Type.
Date By
DMV DRYWALL Type.
_U Date By
Int.Brace Wall Date By W
CD Date By co FINAL INSPECTION p
m Water Line Fire Seperation N
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Date By Date By Date By
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o Pass or Request Inspect. c
5 Type of Insp. Fail Date Date Done By Comments W
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Perm eI76
irt# �J MASON COUNTY
BUILDING III 426 W, CEDAR
SHELTON, WASHINGTON 98584
(360) 427-9670
CORRECTION NOTICE
Job Location 1 Y 00r_r"C)e--
This structure has been inspected by Mason County Building Department
and the following VIOLATION of County Laws and Ordinances has been
found: Items listed below must be corrected to gain compliance
6, i rJ m tu 40
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You are hereby notified that the above corrections shall be made
BEFORE PROCEEDING WITH ANY FURTHER WORK
IC 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
❑ OK to damage incurred by recent
"natural/man made"
❑ This jis not a complete inspection (�, disasters.This is NOT a
Date_I a Department D ✓ '�'J CORRECTION NOTICE,
Inspector
'1* ,4T THI T, , kmw
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Y
IF I L E
COPY
PERMIT NUMBER:
REVIEWED FOR
CODE COMPLIANCES
MASON COUNTY
BUILDING DEPARTM NT
Date S-� NAME ON PERMIT.-
ADDRESS:
PARCEL NUMBER:
32l2-s3 Dn /2!
See Mason County
Manufactured Home Checklist (attached)
Review pages 9-12 for general
requirements and a manufactured home inspection checklist.
All decks, stairs and guards must meet minimum code requirements.
Useful details and information are attached to the checklist.
See also item numbers 1 , 30, 31 ,32,33,34, 35, 36, 44, 49, 53, 55; 56, 69, 96, and 110.
For information about skirting vents and crawl space access
requirements see item #51 and #60.
Site address must be posted see item #78.
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WASHINGI ON STATE CODES
Documents atlaned to appfoved plans:
Site Pl:,n L&;:;
Plan review checkii; Pagesq/�Z��' a
Engineerin : Y�L-0%,zj V eal /I c
Number of
REVIEWFr) FOR
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Name y o OAjC Parcel# 3�/a 7 5 3 0 0 14 / BLIP
: Mason County
Department of Community Development
Small Parcel Stormwater Management Apptication/Worksheet (page I of 2)
Per Mason County Code, Title 14,Chapter 14.48 a stormwater site plan is required whenever a building application is
made for residential development,or redevelopment',with more than 2,000 square feet of impervious surface.
`Redevelopment means,on an already developed site,the creation or addition of impenious surfaces,structural development
including construction,installation or expaasion of a building or other structure,and/or replacement of impervious surface that is not
part of a routine maintenance aivity,and land disturbing activities associated with structural or impervious redevelopment.
2Common impenious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas,
concrete or asphah paving gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the
natural infiltration of stormwater.Open,uncovered ret.-ntion/detention facilities shall not be considered as impervious surfaces.
-'T ctlate lmpe�vvs Suffices=Pf ease . ornpete is TabT,e' _
Surface Type Length X Width = Area *All dimensions in feet
Buildings 5 X
X = Measurements for buildings are taken at the
X _ perimeter of the farthest projections(example:
eaves/gutters)
X =
Driveways X =
X = Length of drive begins at the right of way
X =
X = Any paved, gravel or pac g rU kea area per ennon
_ above table
X
rPaties talks i X I ;t
X _ Any paved, gravel or packed area per definition
above table
X =
Others A X = -
i�D✓ 5{I r• /b X 0 = /U Q if,the total Impervious area'of the proposed-site
X i0 developmei is.greatei than,20D0 square feet a
ro"� �O r;� �' = Small Parcel Stormwater:Site Plan is Required .
Total imperv►ous.Surface ArBa j$um afafl-areas
If the Total Impervious Surface Area is LESS THAN 2000 Square Feet, please read,acknowledge and sign below.
Based Upon the information you have provided a Stormwafer Site Plan IS NOT required for this development activity.
OwnerBuDder/Agent Acknowledges that submission of inaccurate information may result in a stop work order or pe mit revocation.
Acknowledgement of such is by signature below.I declare that I am the owner,owner's legal representative,or the contractor.I
further aclmowledge that the information provided is accurate and employees of Mason County are granted access to the above-
described property for review and i
nspection as may be required. l
X /i" G .��^^ Owner/Agent/Contrazwr(circle one)Dare: /U 31'l-,?
If the Total ImpenTious Surface Area is GREATER THAN 2000 Square Feet, please read,acknowledge and sign
the information provided on page 2 of 2.
Page 1 of 2
Name Parcel# BLD#
Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 2 of 2)
Based Upon the information you have provided a Starmwater Site Plan IS Required for this development activity.
Title 14, Chapter 14.48 of the Mason County Code(MCC)regulates compliance requirements for Stormwater
Management in this jurisdiction.A complete copy of the ordinance can be found on the Mason County website:
httD//www.co-mg-,On.Nva—us/c,odf--/commissioner&rLndex.htn
Please follow the links to "Title 14,Chapter 14.48 Stormwater Management".
Regulated activities shall be conducted only after Mason County Public Works approves a stormwater site plan
(IMason County Code Title 14 Chapter 14.48.section 14.48.70). You will receive a copy of the Public Works document
entitled "Managing Storm Drainage on Small Lots,The Small Parcel Stormwater Site Plan".This document will assist.
you in preparing the necessary information and plans for Public Works to review and approve. Per Department of
Public Works this docum ent will constitute an approved plan if all of the relevant details* are to be installed in
their entirety AND no part of the stormwater system adversely affects any septic system (see Environmental Health
information below). If an alternative system is to be used a plan will need to be submitted to Public Works for approval.
A design by a registered professional may be required for more complex sites.
*These details are found in the docuunent Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan
on the pages that begin with"Handout"
PLEASE DgTUL BELOW TO INDICATE THE STORMWATER MANAGEMENT PLAN FOR THIS SITE
A) The relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed
in their entirety AND the system will be Iocated as not to adversely affect any septic syst.^ms on this, or any other,parcel.
B) An alternative plan and/or professional design will be submitted to the Department of Public Works for approval AND the
system will be located as not to adversely affect any septic systems on this,or any other,parcel.
If you have furtber questions pertaining to parcel drainage and stormwater management Mason County's Public Works
De tr
par rnent can provide additional instructions,guidance and examples. (Section 14.48.130) contact Public works at:
Phone: (360) 427-9670 EXT.450
Mail: P 0 Box 1850,Shelton WA 98584
Physical:415 N 6th St, Shelton WA 98584
If this development has, or will have, a septic/drainfield system you may need to contact 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 Mason
County Division of Environmental Health can be reached at:
Phone: (360) 427-9670 EXT.352
Mail:P 0 Box 1666,Shelton WA 98584
Physical:426 W Cedar St, Shelton WA 98584
A condition will be added to the building permit that states, in part,that all conditions the stormwater site plan will be met
ri or to a request for
p qu final inspection of the buildingpermit
P
Owner/Builder/Agent Aclanowledges that 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,owner's legal representative, or the contractor.I
further acknowledgc that the information provided is accurate and employees of Mason County are granted access to the above-
described property for review and inspection as may be required.
X gent/Contractor(circle one)Date:
Page 2 of 2
° �wv�rotecl� �wg�weer�v�,g
<,eotectlw%cal 0 EVI V%rOvV.wteV"tal DraCwage ° ROadwa�
�i
February 6,2014 C
C
Dave Nail AY
581 Dartmoor Drive
Shelton,Washington 98584
Reference: Ecology Block Retaining Wall Analysis for Property Located at 581 Dartmoor Drive,
Shelton,Washington
Dear Mr.Nail,
Envirotech Engineering(Envirotech)has completed this retaining wall analysis for the completed ecology
block wall located at the referenced property.
The retaining wall extends approximately 40 feet, and is between 11 ft and 12 ft from the existing
residence. The backfill has been compacted, and will be used for light vehicle traffic. The maximum
height of the retaining structure is limited to 4 feet,and is founded on both native soils and compacted fill.
We conclude that the designed retaining wall is satisfactory with relation to the as-builts provided in
conjunction with this letter. The factors of safety for stability exceed 6.0 for both sliding and overturning
per the calculations below.
saturated unit weight of soil (pcf) 140
angle of internal friction (phi) 36
adhesion, ca(lb/ft^2) 0
Footing depth, D (in) 0
height of wall, H (ft) 4
average size of rock (in) 24
maximum weight of rock (lb) 3600
coefficient of friction between rocks 0.6
dead loads on wall (lb/ft) 0
live loads on wall (Ib/ft) 0
surcharges (psf) 150
distance from top of wall to surcharge (ft) 0
PO gox9s4
gelfaLr, washCwOtovw9252s
off.. 360-27593Y 4
Cell.: 360-689-6045
Fax: 360-2y'5--4709
ewv�rotech@geotechwicaltw fo.co�u.
Soil Parameters
earth pressure coefficient, k 0.26
earthquake pressure coefficient, kh 0.19
angle of external friction, delta 24.00 deg
Active Rankine Zone (ARZ) angle 63 deg
90-ARZ 27 deg
Lateral pressure from soil 121 Ib/ft
Lateral pressure from water 374 Ib/ft
Lateral pressure from earthquakes 41 Ib/ft
Lateral pressure from surcharges 156 Ib/ft
Resultant earth pressure 692 Ib/ft
Resultant horizontal earth pressure 632 Ib/ft
Resultant vertical earth pressure 281 Ib/ft
Resultant location from base of single rock 0.77 ft
Sliding
weight of rocks on top of design rock, W 3600 lb
Resistance against sliding, Rsl 6,047.1 lb
Factor of Safety, F.S. 9.6
Overturning
Resistance against overturning, Rov 7,762.8
Factor of Safety, F.S. 15.9
We anticipate that this retaining wall analysis/ conclusions will meet your expectations. Please contact
Michael Staten at 360-275-9374 if you have any questions or require additional information.
Sincerely,
Envirotech Engineering
PF� cLYde s
T
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FC/STI
SS�oNAL ENV
Michael Staten, P.E.
Project Director
Page 2of 2
NEW 4' HIGH v
ECOLOGY BLOCK
WALL. SEE
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PLAN VIEW PROJECT/ LOCATION-
NOT TO SCALE ECOLOGY BLOCK RETAINING
WALL AS—BUILT
581 DARTMOOR DRIVE
SHELTON, WASHINGTON
CLYpF S
C�q. T9 ENGINEER,
WAS/
ENVIROTECH ENGINEERING
PO BOX 984
vi BELFAIR, WASHINGTON 98528
PHONE, (360) 275-9374
Z�6� FAX- (360) 275-4789
o DRAWN BY- DATE-
�'QF Pp4s ��Q tt04 " MCS 2/6/14
ass/�NALENG`�Tu
DESIGNED BY- DATE-
Mlchnet Staten, P.E. 2/6/14
SHEET
SHEET 1 OF 2
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a
EXISTING HOUSE
2'X2'X6' CONCRETE
MODULAR BLOCK
RETAINING WALL 11, +
a..
COMPACTED SANDY,
Id
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24"
24 PROJECT/ LOCATION,
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DETAIL A — ECOLOGY BLOCK WALL AS—BUILT
NOT TO SCALE 581 DARTMOOR DRIVE
SHELTON, WASHINGTON
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WAS& PO BOX 984
C BELFAIR, WASHINGTON 98528
Q PHONES (360) 275-9374
4 FAX, (360) 275-4789
DRAWN BY, DATE-
z/b��r MCS 2/6/14
�J 43045`v DESIGNED BY- DATE-
GISTtiK Michael Staten, P.E. 2/6/14
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February 10,2014 CO^
Dave Nail I"'
581 Dartmoor Drive
Shelton,Washington 98584
Reference: Covered Porch Foundation Analysis for Property Located at 581 Dartmoor Drive,
Shelton, Washington
Dear Mr.Nail,
Envirotech Engineering has completed this foundation assessment for the completed wood deck. The 8ft
x 8ft porch is covered utilizing 24-inch foundations at each corner with 2 continuous runners between pier
pads.Each runner has(2)#4 bars embedded a minimum of 3 inches into each concrete pad.
We conclude that the foundation is adequate for the porch structure as-built. The structural
design of this project meets or exceeds the 2012 IBC. The structural analyses, as presented
below, accounts for the factored dead loads and factored live loads.
Snow=25 psf live
Roof= 15 psf dead
Floors=60 psf live
Floors= 10 psf dead
Wind= 85 mph
Seismic=Category D2
Design Load
(8 ft x 8 ft)(25 psf+ 15 psf+60 psf+ 10 psf)=7,040 lb
7,040 lb/4 columns= 1,760 lb
Pu (lb) 1760 design column load
m (in) 6 column width (parallel to B)
n (in) 6 column length (parallel to L)
B (in) 24 footing width (short side)
L (in) 24 footing length (long side)
h (in) 8 footing depth
AO gox984
get fa%r, waSkLVwatovi,98528
Off: 3('0-2759 37 4
Celt: 3ro0-�o89-6045
Fax:
e wvlrotech @g eotec h wlca llvL f o.cows.
fc
(psi) 2500 28-day compressive strength of concrete
T 0.85 capacity reduction factor for shear
T 0.9 capacity reduction factor for steel reinforcement
effective depth; distance from top of footing to average depth of two
d (in) 12 perpendicular steel layers
fy(psi) 40000 yield strength of steel
f 0.002 steel yield stress ratio
x-x
bars 0.5 rebar diameter in inches, db
Y-Y
bars 0.5
x-x
area 0.2 rebar area in inches
Y-Y
area 0.2 "
cover
(in) 11 distance between bottom of bars and bottom of footing
cover2
(in) 13 depth above bottom of reinforcement
R 1 epoxy coating factor
y 0.8 size factor
BEARING PRESSURE
Af
(in2) 576 design footing area; B*L
qu
(psi) 3.06 ultimate pressure under footing; Pu/Af
qu
(psf) 440 o.k.
ALLOWABLE CONCRETE SHEAR STRESS
b1 (in) 18 m + d
b2 (in) 18 n + d
Ap
(in2) 864 critical area in punching shear; 2(b1+b2)d
R (lb) 990 resultant of soil pressure distribution; [Pu(b1)(b2)j/Af
vu
(psi) 0.89 punching shear stress; (pu-R)/Ap
vc
(psi) 54 allowable concrete shear stress; (2+y)*SQRT(fc)
where y is min{2, 4/(n/m), 40d/(Ap/d)) _
vu <
cpvc o.k.
Page 2of 3
STEEL REINFORCEMENT
initial lamda;
J� 1.20 0.1 d
11 (in) 9 critical section for steel parallel to x-x; (L-n)/2
12 (in) 9 critical section for steel parallel to y-y; (B-m)/2
Mu (lb-in) 2970 factored moment in column at juncture in x-x; quBl^/2
Mu (lb-in) 2970 factored moment in column at juncture in y-y; quLl^/2
As(in2) 0.0076 initial area of steel in x-x direction; Mu/((pfy(d-,\))
As (in2) 0.0076 initial area of steel in y-y direction; Mu/((pfy(d-,\))
Ac(in2) 0.14 area of concrete in x-x direction;fyAs/0.85fc
Ac (in2) 0.14 area of concrete in y-y direction; fyAs/0.85fc
A 0.00 iterative lamda; Ac/26 x-x
Jk 0.00 iterative lamda; Ac/21L y-y
As (in2) 0.0069 revised steel area in x-x direction; Mu/((pfy(d-I\))
As (in2) 0.0069 revised steel area in y-y direction; Mu/((pfy(d-A))
minimum steel area for x-x bars;
Amin (in2) 0.384 L*h*f
minimum steel area for y-y bars;
Amin (in2) 0.384 B*h*f
minimum number of bars
use Amin for x-x bars 1.92 required
minimum number of bars
use Amin for y-y bars 1.92 required
Please contact Michael Staten at 360-275-9374 if you have any questions or require additional
information.
Sincerely,
Envirotech Engineering
PEV CLYpE ST
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43045
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ESS'�N A O',
Michael Staten, P.E.
Project Director
Page 3of 3
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February 19,2014
Dave Nail
581 Dartmoor Drive
Shelton, Washington 98584
RE: Covered Porch Evaluation for Property Located at 581 Dartmoor Drive, Shelton,
Washington
Dear Mr.Nail,
Envirotech Engineering has conducted a site visit to assess the porch recently constructed at the
referenced project.
Per our evaluation, it is apparent that the structural components of this project meets or exceeds
structural engineering integrity. This is based on the recently submitted foundation analysis, and
the observed finished construction.
Please call Michael Staten at 360-275-9374 if you have any questions or require additional
information.
Sincerely,
Envirotech Engineering
i
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WA
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Project Director
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Off: 360-2 j
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Fax: 360-2715--4�89
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Request To Revise An Approved Plan
Permit Number: BLD 20 (0 Name DAVIGI
Parcel Number\3Z 17- 1 - 53 -W 12 1 Phone Number daytime
Project Address '_5�I 1'Y►oole. e. Mailing Address 1. 3Co0.2. 09, 38r/7
Please provide a complete, detailed description of the proposed revisions to the approved plans:
or�h Are two sets of the revised plans or addendum indicating the changes included? 01 Yes ❑ No
Are the approved site plans included? ❑ Yes 2No
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 ❑ No
If Yes, Has the engineer or architect approved this revision? ❑ Yes ❑ No
Is a stamped and signed approval included with this request? ❑ Yes ❑ 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? 2'Yes ❑ No
If Yes, Is a revised site plan, with all new setback dimensions included with this request?
❑ Yes ❑ No l
Additional Information: P)X8 061/.P a-ei M.c4s
Applicant's signa 1 Date: 1-2. ' 1L4
Office Use Only Received by:
Date Sent Assigned To Approved By Date
Original Valuation: $
'/Z'9 MALL /// -4/- Additional Valuation: $
Sq.Ft._ �x$�O,� $ /W . 'J`Z
-12 m u -�3 i Sq. Ft. x$ $
❑ E.H. Total New Valuation $
'Q Additional Fees:
❑ P.W. Additional Planning Dept. $
Additional Plan Review $
ditional Conditions/ Comments: / Additional Building Pelinit $
• *1�� Additional�Itzmlring//'' $
Additional Mechanical $_'
Addition Et H.Dept. $
Other
Total Amount Due: $
Amount To Be Paid Up-Front$W�r
MASON COUNTY PERMIT NO. �3- q�(o
.� DEPARTMENT OF COMMUNITY DEVELOPMENT
BUILDING- PLANNING- FIRE MARSHAL
_ WWW.CO.MASON.WA.US (360)427-9670 Shelton ext.352
Mason County Bldg. III, 426 West Cedar Street (360)275-4467 Belfair ext. 352
Feu PO Box 279, Shelton,WA 98584 (360)482-5269 Elma ext. 352
BUILDING PERMIT APPLICATION
OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME: I)a al-&4 f4• IV4i I NAME: Dave YO1j149
MAILING ADDRESS: 7 5-0 f. &,'ferl yic- MAILING ADDRESS: //qJ 9051,
CITY: S h p l f o h STATE: w.4 ZIP: SBsty CITY: (he lk a/1 f STATE: y 9 ZIP: 99 S38P.-
PHONE: V,.1 6- i 3 6 b CELL: PHONE: 7 V I1--/7 7 CELL: 3 6 U-2 6 5 - 3 8 77
EMAIL: 5 r►a// q c),-)60 Q i n a i/,C d,1 EMAIL : M✓ V y/ e
L&I REG#D V R//V•a,r- & 4V J EXP.v!V/0/ /Ao/'�
PARCEL INFORMATION:
PARCEL NUMBER(12 DIGIT NUMBER) 3 /a 7 S 3 0 0! / FIRE DISTRICT S'
LEGAL DESCRIPTION(ABREVIATED): L L D
SITE ADDRESS 5 Y/ I . D ot mot,w o o v D✓ CITY 5 h P l 0 J t
DIRECTIONS TO SITE ADDRESS F-rd-t Hwy 3 --f ok a I"y1 a l em La k AJ - *U r l wit h t
0/1 Aa.-f-,viod Ay'• - J�rt ./ Ooi �nP
IS PROPERTY W IHIN 200 FT:
SALTWATER❑ LAKE ❑ RIVER/CREEK❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM❑
DOES PROPERTY HAVE SLOPE(S)WITHIN 300 FT OF THE PROJECT-GREATER THAN 14% YES❑ NO [?-'
TYPE OF JOB: NEW [ADDITION ❑ ALTERATION❑ REPAIR❑ OTHER ❑
USE OF STRUCTUREP( IDENCE,GARAGEETC.)IS USE: PRIMARYSEASONAL❑ NUMBER OF BEDROOMS ..3 NUMBER O�BATHROOMS �-
DESCRIBE WORK S' h d.ne tA, o r o tt Gr C o or r
✓'a r N in f �/ � i� s S/art. ii d >'f"�ro {
SQUARE FOOTAGE:
1 ST FLOOR 5'/J- sq. ft. 2ND FLOOR e' sq. ft. 3RD FLOOR h4' sq.fL BASEMENT 'If- sq.fL
DECK sq.fL COVERED DECK 9a sq.& STORAGE shed- lo0 sq.fL OTHER sq.&
GARAGE sq.fit. ATTACHED ❑ 5ETACHED ❑ CARPORTQo� 6—sq.fL ATTACHED RDETACHED ❑
MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN
MAKE Ka r spry,A MODEL �'SG /- YEAR :1 C/9- LENGTH S�/
WIDTH 7 t BEDROOMS 3 BATHS ;I_ SERIAL NUMBER .3 V.2 S-`J
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 contractor. I further
declare that I am entitled to receive this permit and to do the work as proposed. I have obtained permission from all the necessary
parties, including any easement holder or parties of interest regarding this project.The owner or authorized agent represents that the
information provided is accurate and grants employees of Mason County access to the above described property and structure(s)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
INSPECTION. 1 CT TY O TH PERMIT APPLICATION OF 180 DAYS WILL INVALIDATE THE APPLICATION.
x �„ .. ! �� /0•-3/-/3
Si nature of Applicant
x / ,rv✓e;1A. /Vel%/ OWNERS' REPRESENTATIVE /CONTRACTOR
Print Name (CIRCLE TO INDICATE)
DEPART IENTALREVIEW.:_ APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT /, J
PLANNING DEPARTMENT
FIRE MARSHAL