HomeMy WebLinkAboutBLD2024-00925 Replace MFG Home - BLD Application - 7/30/2024 MASON COUNTY Permit No:an OW -ptS�a
COMMUNITY DEYELOPME C E I V E D
Permit Assistance Center,Building,Planning JUL 30 2024
BUILDING PERMIT APPLICATION
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMhAW. Alder street
NAME:STEVEN&MARY LOVE NAME:ENVISION EXCAVATION
MAILING ADDRESS:14160 E STATE ROUTE 106 MAILING ADDRESS:14015 144TH ST NW
CPI'Y:BELFAIR STATE:WA ZIP:98528 CITY:GIG HARBOR STATE:WA ZIP;9832
PHONE#1:360-277-1675 PHONE:253-509-5361 CELL:
PHONE#2: EMAIL:ENVISIONEXCAVATION@GMAILCOM
EMAIL:MYACCT.JUS4LUV@GMAILCOM L&I REG#ENVISEL770N9 9 /1 /25
PRIMARY CONTACT: OWNER❑ CONTRACTOR❑ OTHER❑
NAME SHANFJ BOWMAN-BOWMAN PERMIT CONSULTING EMAIL BOWMANPERMFrS@OUTLOOK.COM
MAILING ADDRESS PO BOX 3422 CITY BELFAIR STATE WA ZIP98528
PHONE WA"Wiau CELL
PARCEL INFORMATION:
PARCEL NUMBER(12 Digit Number)322325219009 ZONINGRR 25
LEGAL DESCRIPTION(Abbreviated) UNION-GRAYS HARBOR&UCRR ADD,Block 19 FIRE DISTRICT 6
SITE ADDRESS 160 E SPRUCE ST CITYUNION
DIRECTIONS TO SITE ADDRESS FROM E STATE RTE 106,TURN SOUTH ON E MCREAVY RD,THEN WEST ON E 5TH ST,SOUTH
ON E PORT TOWNSEND ST,EAST ON E SPRUCE ST TO 160.
IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO E] SNOW LOAD: psf
IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Checkan that apply):
SALTWATER❑ LAKE❑ RIVER/CREEK❑ POND❑ WETLAND❑ SEASONAL RUNOFF❑ STREAM❑
TYPE OF WORK: NEW❑ ADDITION❑ ALTERATION❑ REPAIR❑ OTHER n 10.0 t?�
USE OF STRUCTURE(Residence,Gamge,Commercial Bldg,Etc.)IESIDENCE
IS USE: PRIMARY❑ SEASONAL❑ NUMBER OF BEDROOMS 2_ NUMBER OF BATHROOMS
HEATED STRUCTURE? YES(whoteBldg)Q YES(Part/s)ofBidg)❑ NO❑
DESCRIBE WORK PROPOSING SFR MANUFACTURED HOME
SQUARE FOOTAGE:(proposed)
1ST FLOOR N sq.ft. 2ND FLOOR N.ft. 3RD FLOOR sq.ft BASEMENT sq.ft.
DECK sq,ft. COVERED DECK tq 2 sq.ft STORAGE sq.ft OTHER sq.ft.
GARAGE sq.fL Attached❑ Detached❑ CARPORT sq.R Attached❑ Detached❑
MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED*
MAKERL4A goo(t,bN&MODEL—C gas22 A YEAR—aw LENGTH Cam_
WIDTH '1:4 BEDROOMS Z BATHS Z SERIAL NUMBER
ENVIRONMENTAL HEALTH:
SEWAGEISEWER SOURCE: SEPTIC K SEWER 0 / NEW❑ EXISTING I]
PLUMBING IN STRUCTURE? YES E] NO❑ Ifyes,attach completed Water Adequacy Form
PERIMETERNOUNDATION DRAINS PROPOSED? YES❑ NOW EXISTING SQ.FT.
EXISTING BEDROOMS -f)-- PROPOSED BEDROOMS / .i_ TOTAL BEDROOMS
OWNER acknowledges 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 and 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 legal
representative,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 ON THIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS
PERMIT APPLICATION OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON
x COUNTY CODE 14.08.42)
`SAVCA ': -cove.,r -06y .(A a{°r` 07/17/2024
Signature of OWNER(Must be signed by the OWNER) Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
FIRE MARSHAL
PUBLIC HEALTH
Doc ID:d4fa7fc55825ac641b60b5abd4fae595505b7a54
RECEIVELE.
JUL 3 0 2024
100'
61 %' Alder Str—
Bowman Permit Reserve
Drainfield �_-_---
Consulting 30'Stormwater Buffer
i- - - ----- - - - - --- ----- - --- - ----- ---------- -•-i
Shanea Bowman
360.860.1234 _ I
bowman permits®outlook.com j
------- ---------------g----- i�25'Setback
DATE: Landin
04
7/6/24
. . _ —
--- —10'No Build Zone
_
DRAWING:
Site Plan
I i
OWNER: i K--25' I i
Steven&Mary Love i ij Existing 2 BR i w i
Drainfield i V i
--- --- -• I
PARCEL: 1 Proposed SFR
322325219009 N) Nlanuf. Home Landing
i !
160 E Spruce St !
Landing-'
anding ' 1,404 SF !
U I
Union,98592 4x4 i I i
Uj i
SCALE:
29'
N Existing I
Septic Tank i
I
---- - ---- --- -- - ----. I
SYMBOL LEGEND I fi i
—-- Existing
----- Building Setbacks Driveway From - - m -.-•-.-•-•-•-•-•-.---•_._. ._._._._._.J
5'Contours p
Direction of Natural Drainage Previous SFR
Existing Water Meter to
H Proposed Downspouts/Splash Blocks N
380'
E SPRUCE ST
j U L 3 0 2024' o�doY
ib W. Alder Street tH
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arbor
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22'-4 1/2• 13-t t/Y y_p tr_ty COPYRIGHT®2021
t4 0' Palm Harbor Homes,Inc.
44'-W t All Rights Reserved
TOWS J4 I oo J4 M EGRESS i-t 20-Millersburg
38x24 ABOVE J8z24 ABODE 36zSB 38xS9 SBzSo Location.
T RAL Customer. S 8t M LOVE
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OPT. MASTER BATH
OPT. BEDROOM #3
29 lb snow load 36.59
Bedroom 3
13'-5"x 9'-4"
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4ex40
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(3)36.59 36.59 W6 59 3SX59
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12'-11"x 9'-4"
Master Bedroom
16-1"x 13'-0"
Living Room
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PROW PORCH E I VE D
COPYRIGHT®2022 BY PALM HARBOR HOMES, INC. Model:4P252J4
All Rights Reserved JUL 3 0 2024 4G281404 S .F
404 Sq.Ft.
Revised:8-14-2023
�. Alder Street
2L92oa�-oa�a
60L:191
OGMason County Building Division RECEIVED
MANUFACTURED HOME PLAN REVIEW SPECIFICATIONS
JUL 3 0 2024
UNIT INFORMATION: *****Snow Load 15
W. Alder Street
Make`1�km Ckd4ffl QS Model 4C-�2.$�j22 A Year 2� �
Square feet L Width length GM
Single Doubl triple-wide (indicate) 04lo4eplaceme indicate)
All footings must be min. 12" below natural grade within 24" of the skirting when perimeter blocking
is required.
When a relocated unit AND the manufactures specification are not available the HUD 24 CFR 3285
must be used for required pier plan,standards and set-up.
Allowable Pressure(Pound Per Square Foot)No Allowances made for overburden pressure,embedment
depth,water table height,or settlement problems
Soil bearing is assumed at 1500 psi If set-up is using a greater soil bearing capacity a soil
report from a design professional is required
Fill(compact or uncompacted) Compaction Report required through Special analysis
Peat or organic clays Compaction Report required through Special analysis
SET UP SPECIFICATIONS:
Manufacturer's Pier Plan
arf'k 2.285
FOUNDATION:
Check the type of foundation and attach detail plans from manufacturer's or the ANSI
A225.1/ HUD24 CFR part 3285
t Pads
O Concrete (pre-cast)
Cl ABS Pads(Poly) provide manufactures specification with capacities.
Continuous concrete footing(runners)
O Slab
ANCHORING:
"7 Ground
71 Magnum
Concrete-2500 PSI
'�r, J-bolt
rJ Expansion bolt
For new units,this information can be obtained from the home retailer or contractor. Previously
owned units,which manufacture's instruction are not available must utilize the HUD24 CFR part 3285
code for installation. Washington State law requires that a certified installer install manufactured
homes.
The undersigned I hereby acknowledge he/she does understand that the Mason County submittal and
review processes will be based on the information provided herein and will be verified at time of
in7si on.
X icant/Dealer/Installer(indicate) Date _
Name SK-40(N Mac' L OVe+ Parcel #
Mason County RECEIVED
De artment of Community Development JUL 3 0 2024
1 r -ter Management Application/Worksheet (page 1 of 22
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 2.
'Redevelopment means,on an already developed site,the creation or addition of impervious surfaces,structural development
including construction,installation or expansion of a building or other structure,and/or replacement of impervious surface that is not
part of a routine maintenance activity,and land disturbing activities associated with structural or impervious redevelopment.
ZCommon impervious surfaces include,but are not limited to,rooftops,walkways,patios,driveways,parking lots or storage areas,
concrete or asphalt paving,gravel roads,packed earthen materials,and oiled,macadam or other surfaces which similarly impede the
natural infiltration of stormwater. Open,uncovered retention/detention facilities shall not be considered as impervious surfaces.
To Calculate Impervious Surfaces Please Complete This Table
Surface Type Length X Width = Area *All dimensions in feet
Buildings cl 5 X = 2.
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 =
Parking Areas X =
X = Any paved, gravel or packed area per definition
above table
X =
Patios/Walks X =
X = Any paved, gravel or packed area per definition
above table
X =
Others X =
X = If the total impervious area of the proposed site
i I X = development is greater than 2000 square feet a
Small Parcel Stormwater Site Plan is Required
Total Impervious Surface Area (sum of all 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 Stormwater Site Plan IS NOT required for this development activity.
Owner/Builder/Agent Acknowledges 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 acknowledge that the information provided is accurate and employees of Mason County are granted access to the above-
de ri property f iew and inspection as may be required.
X Owner/ en ontractor(circle one)Date:
If the Total Impervious Surface Area is GREATER THAN 2000 Square Feet,please read,acknowledge and sign
the information provided on page 2 of 2.
Page I of 2
r
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 Stormwater 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:
http//www.co.mason.wa—us/code/commissioners/index.htm
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
(Mason 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 document 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 document Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan
on the pages that begin with"Handout"
PLEASE INITIAL 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 located as not to adversely affect any septic systems 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 further questions pertaining to parcel drainage and stormwater management Mason County's Public Works
Department 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/d rainfield 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
prior to a request for final inspection of the building permit.
Owner/Builder/Agent Acknowledges 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 acknowledge 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 Owner/Agent/Contractor(circle one)Date:
Page 2 of 2
08/20/2024 EH Setbacks RR2.5 Zoning
A.) Drainfield/Reserve requires 10'setback from footing/foundations EH APPROVED Front Yard Setback.25'.
B. Septictank(s)requires 5'setback from all footing/foundations Rhonda Thompson 08/21/2024 Side&Rear Yard Setbacks. Residential dwellin
APPROVED C.)No foundation/Perimeter Drains within 30ft,downgradient of g
Drainfield/Reservearea and accessory structures is 20'.
MASON COUNTY DCD PLANNING D.)No Cut Bank(s)(greater than 5tt and over 45 degrees)within OR 10%width of lot if not more than 100'wide
Sea f RLIOV,ArCP 50ft,down gradient of Drainfiekl/Reserve area 100, nR amroved ADV
370'
Digit* bowman Permit Reserve REAR 20' MIN
Scotl Rua* Drainfleld
b9 Consulting
30'Stormwater Btrffor
Ruedy Shanea Bomnan - — - — - — - — - — • — — - — - — .
360 860.1234 1
bowmanpermrts 9autlook.com
DATE, I I „� k--25'Setback
4`+J16124 t I
l ' I
10'No ikf Zone
DRAWING: I ( t • — . — • — • —
I l ,
Site Plan I t ( 1
OWNER: 1 �25' --�.
r I I
Steven&Mary Love i I ' min Exi3ting 2 BR W
I Dfairtfield I V I
PARCEL: t —I eds� — - — - — - + -
322325219009 o I D E 1 ' MIN �'�a OAS Hie "",ng Illil I I
+w
160 E Splice St 21'_7 1,404 SF I I ��/�Inv V/
.= I I I I
Union,98592 +K4
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SCALe t I I W
1"=20' l l I
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t I � E�islnp •
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n
SYMBOL I.F.GEND
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- - - riding Driveway From Natural — .
Corrcours Previous SFR
reetlon of Natural Dralnaae ro
sang Water Meier
.+ ropnrrdDawnspouu;SptaABtocla FRONT 20' MIN N
380'
Disclaimer: Mason County does not require a E SPRUCE ST
survey to obtain a building permit. As a result, site
plans may not reflect accurate data. It is the
applicant's responsibility to comply with setback BjLDZa2` - C017-6
requirements.
08/20/2024 EH Setbacks Zoning
A.) Drainfield/Reserve requires 10'setback from footing/foundations EH APPROVED Front Yard Setback. 25'.
B.)Septic tank(s)requires 5'setback from all footing/foundations Rhonda Thompson 08/21/2024 Side& Rear Yard Setbacks. Residential dwellini.
APPROVED C.)No foundation/Perimeter Drains within 30ft,downgradient of Drainfield/Reserve area and accessory structures is 20'.
MASON COUNTY DChDPLANNING D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within OR 10%width of lot if not more than 100'wide
SCOTT WEDY,AICP 50ft,down gradient of Drainfield/Reserve area 100' OR anoroved ADV
370'
Digitally Bowman Permit ' Reserve REAR 20' M I Nned Drainfield
Sooft Ruedy Sig Consulting Scutt
by 30'Stormwater Buffer
Reedy Shanea Bowman � �---•—•-----•— —-—-—.—-—-—-—.—-— —-—-— —-— I I
360.860.1234 I I
bowman perm its@outlook.com I I
r------- -------------------------�25'Setback
DATE: i Landing i
4x4
7/6/24 10'No Build Zone— — — — — i
DRAWING: r '
I ' I
Site Plan
i I i
OWNER: � i I 25'� I I
Steven&Mary Love / i I ' min Existing 2 BR
Drainfield i (�
i--------------
PARCEL: Proposed SFRIDE 1 ' MIN Landing322325219009 Manuf. N
i
Home 4x4 !
160 E Spruce St 21'_7 �" ! 1,404 SF w
�ntling I I
Union,98592 4x4
L1J
I
SCALE: i I
1"=20' I— — — — — — I i
I I I i
i I
N 29'
Existing l I
Septic Tank
iI I
i
R 27' I
SYMBOL LEGEND Existing
-
---- Building Setbacks I Driveway From ---------- — ---•---•—•—•-- -----------j
5'Contours
Previous SFR
Direction of Natural Drainage W
Existing Water Meter Cl)r 1 Proposed Downspouts/SplashBlocks I FRONT 20,,'MIN N
380'
Disclaimer: Mason County does not require a E SPRUCE ST
survey to obtain a building permit. As a result, site
plans may not reflect accurate data. It is the
applicant's responsibility to comply with setback
requirements.