HomeMy WebLinkAboutBLD2024-00612 SFR - BLD Application - 5/16/2024 40kMASON COUNTY Permit No: L.� y"�Q �1
COMMUNITY DEVELOPMM E-NED
71=F Permit Assistance Center, Building,Planning MAY 16 2024
BUILDING PERMIT APPLICATION 615 W. Alder Street
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME:SHAWN&LISA PERRAULT NAME: NW GREEN CONSTRUCTION, INC.
MAILING ADDRESS: 1210 NE LARSON BLVD MAILING ADDRESS:261 N HAMILTON RD
CITY:BELFAIR STATE:WA ZIP:98528 CITY:CHEHALIS STATE:WA ZIP:98532
PHONE#1:360-227-9482 PHONE:360-740-0345 CELL:
PHONE#2: EMAIL :REBECCA@NWGREENHOMES.NET
EMAIL:szperrault62@gmail.com L&I REG#BWGREGC922Q5 EXP. 11 /
PRIMARY CONTACT: OWNER❑ CONTRACTOR B OTHER 0
NAME REBECCA MEISTER(NW GREEN CONSTRUCTION,INC.) EMAIL REBECCA@NWGREENHOMES.NET
MAILING ADDRESS 261 N HAMILTON RD CITy CHEHALIS STATE WA ZIP 98532
PHONE 360-740-0345 CELL
PARCEL INFORMATION: BUILDINto
PARCEL NUMBER(12 Digit Number) 123315100123 ZONING RR5
LEGAL DESCRIPTION(Abbreviated) BEARDS COVE DIV 8 LOT: 123 FIRE DISTRICT 2
SITE ADDRESS 1210 NE LARSON BLVD CITY BELFAIR
DIRECTIONS TO SITE ADDRESS Turn left after Dairy Queen Grill&Chill(on the left);Turn left to stay on WA-300 W;
Turn right onto NE Sand Hill Rd ;Turn left onto NE Larson Blvd
IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO ❑r SNOW LOAD:25 psf
IS PROPERTY WITHIN 200 FT OF THE FOLLOWING: (Check all that apply):
SALTWATER ❑ LAKE ❑ RIVER/CREEK ❑ POND ❑ WETLAND ❑ SEASONAL RUNOFF ❑ STREAM ❑
TYPE OF WORK: NEW❑ ADDITION ❑ ALTERATION ❑ REPAIR❑ OTHER ❑✓ MANUFACTURED HOME
USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc) SINGLE-FAMILY RESIDENCE
IS USE: PRIMARY I] SEASONAL ❑ NUMBER OF BEDROOMSIF L NUMBER OF BATHROOMS 2
HEATED STRUCTURE? YES Mole Bldg) I] YES (Part[s]of Bldg) ❑ NO ❑
DESCRIBE WORK PLACEMENT OF 27X48 MANUFACTURED HOME W/DECKS;CONNECT TO EXISTING SEPTIC AND PUBLIC WATER
SQUARE FOOTAGE: (proposed)
1ST FLOOR 1296 sq. ft. 2ND FLOOR sq. ft. 3RD FLOOR sq. ft. BASEMENT sq.ft.
DECK 32 sq. ft. COVERED DECK sq. ft. STORAGE sq.ft. OTHER sq.ft.
GARAGE sq.ft. Attached❑ Detached❑ CARPORT sq. ft. Attached❑ Detached❑
MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED*
MAKE FLEETWOOD MODEL PURE 28483U YEAR 2024 LENGTH 48
WIDTH 27 BEDROOMS 3 BATHS 2 SERIAL NUMBER TO BE ASSIGNED
ENVIRONMENTAL HEALTH:
SEWAGE/SEWER SOURCE: SEPTIC 0 SEWER❑ / NEW ❑ EXISTING
PLUMBING IN STRUCTURE? YES I] NO ❑ If yes, attach completed Water Adequacy Form
PERIMETER/FOUNDATION DRAINS PROPOSED? YES ❑ NOE] EXISTING SQ.FT.
EXISTING BEDROOMS 0 PROPOSED BEDROOMS 2- TOTAL BEDROOMS I -L
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 APPLICATI 1V OF 180 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED. (MASON
COUNTY CODE 14.08.42)
X ] 4.24.2024
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
EH Setbacks d L���a ! - d0 (v J a
A.) Drainfield/Reserve requires 10'setback from footing/foundations
B.)Septic tank(s)requires 5'setback from all footing/foundations
C.)No foundation/Perimeter Drains within 30ft,downgradient of
Drainfield/Reserve area
D.)No Cut Bank(s)(greater than 5ft and over 45 degrees)within
50ft,down gradient of Drainfield/Reserve area
RESERVE D�trNFtEr� �REq �
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SChLE I INC = ZO FEET
bWN - St1ftWN �, LiS�. � izA�tLT PLN SETBACKS
SI'CEPct?E�1�c55 - 1210 NG LP-SON SL-UD Front(E):25'
Sides:8'
ftO6S= .2z Rear:20'
-- --- -- all setbacks measured from the farthest
sB : SQ(a5! bloekS projection of the building
*subject to EH setbacks
PLN Approved
06/13/2024
Mason County Community Development
Gavin Scouten
All Changes Subject to Approval
e LiU6 R�- IDo &I (�_
RECEIVED
MAY 16 2024
615 W. Alder Street
DESERVE PP-rtfNFleLp ApEA
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P CF L 1 Z3-3 S I o D 23 14CP-1r--S 2Z
s$ = SQlast blocks
• 'OR H -odCol oZ
P RECEIVED
MAY 16 2024
NW Green Homes-Shaw aW. Alder Street
iLAT TAPE Sri RDCErT P 6 E N D
ON UHD—O.CF rt.,
NIi.IN 2'or RATER
SCPTLS muRECRPTACLE
10-1 3/4• E'-3 1/]• !0'-0 ]I/^ i'-P 1/2" 6'-1 1/1• . 7'-9 ]/R' O THERMOSTAT
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arty (STD W/GAS)
"ROOM 2
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7 O 160 R iR•-0•
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.Hose Bib 2.8'Dormer 3.Den ILO BR 4.RAG Door 5.Base Cab,bank of drawers&lavy 6.W&B for fan 7.Can Li hts 7 2 8 4 a 3v
NUN.K TAT1Y
NOTES:
1. 11 117 SHALL NOT BE INSTALLED 117HIN I7^ Or TVD/1I1OvCA SPACE. OPT FLOOR PLAN
2. ELECTRICAL WALL PLATES SHALL NOT BE INSTALLED TTHIN f•OF A
PAN OR COOXTOP.
J.
ROOM TITLES INCLUDING (41 INOKATES SOVARE FOOTAGE KAS DEEM RRA1N1 TT.
COMBINED MR GLAZING/VENTING REQUIREMENTS. Salinas 0,
!. THE MAXIM TRAA'i1 Di STANCE FROM ANT 9E0¢OOM 0000.MAT TO AN N13
E¢rar D00R is 21.5 LF. 01/03/24
IRIS:LOOP PLAN AND ATTACHED OPTION DETAIL] (IF APPLICABLE) S. NOVI.LIGHT SWITCH 70 APPLICABLE OPT DOOR WHEN INSTALI.F.D .Rlerla[N M M.
IS DEs:GI1E1 TO MECT TP3 FOLLO'W111G 3TR L RCOD:R3.NE11TS: IEUN a1MCii
WIND LONE(S) I ROOF LOAOI,I lD _LBS. PERIMETER HERING REQUIRED FP.2 g
1280 - -- -�- - 21PU2E4E3U
PFS De10fes HWf OcCumaN If current As of 02F2H12024
h L-9
Mason County Building Division
MANUFACTURED HOME PLAN REVIEW SPECIFICATIOUS���
UNIT INFORMATION: *****Snow Load 3 DING
Make 1E1R2.1Vvo0A Model YtAyg 20pj0o- It 1 Year
Square feet 1 29t 1 Width 2-1 Length 44b
Single/ ub /triple-wide (indicate) NEW or Re I cem nt(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 reRFEEINalysis
Peat or organic clays Compaction Report require through Special analysis
SET UP SPECIFICATIONS: MAY 16 2024
Manufacturer's Pier Plan F,1 5 W Alder Street
rl HUD24 CFR part 3285
FOUNDATION:
Check the type of foundation and attach detail plans from manufacturer's or the ANSI
A225.1/ HUD24 CFR part 3285
71 Pads
71 Concrete(pre-cast)
71 ABS Pads(Poly) provide manufactures specification with capacities.
7-vf Continuous concrete footing(runners)
O Slab
ANCHORING:
O Ground
O Magnum
Cg"Concrete-2500 PSI
O J-bolt
O 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
inspection.
X T, -- pplican /Dealer/installer(indicate) Date
J
1 �
Name SO4NALT Parcel# 12 10 a 123 BLD# �b t. aV a `O�4
Mason County I LD I N G
Department of Community DevelopmIAIJ
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 reqfREGFMJ VoFm1 ter
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 MAY 16 2024
Please follow the links to "Title 14,Chapter 14.48 Stormwater Management".
615 W. Alder Street
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)ne relevant details from Managing Storm Drainage on Small Lots, The Small Parcel Stormwater Site Plan will be installed
in th it 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/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
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-
describe property for review and inspection as may be required.
X Owner/le Contractor(circle one)Date: 4.29.2b2If
Page 2 of 2
Name V�c�- -�wLT Parcel# BLD# onb
Mason County
Department of Community Development
Small Parcel Stormwater Management Application/Worksheet (page 1 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 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 27 X �-g = 291
X = Measurements for buildings are taken at the
X _ perimeter of the farthest projections (example:
eaves/gutters)
X =
Driveways IS X d = 15 0
X = Length of drive begins at the right of way
X =
Parking Areas 20 X Zo = no
X = Any paved, gravel or packed area per definition
above table
X =
Patios/Walks X L _ �0
X = 1 b Any paved, gravel or packed area per definition
above table
X =
Others X =
X = If the total impervious area of the proposed site
X = development is greater than 2000 square feet a
Small Parcel Stormwater Site Plan is Required
Total Impervious Surface Area (sum of all areas) 24 78
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-
described property for review and inspection as may be required.
X Owner/ enContractor(circle one)Date:
If the Total I pervious Surface Area is GREATER'. 2000 Square Feet,please read,acknowledge and sign
the information provided on page 2 of 2.
Page 1 of 2
- BW 23 L-9 a Ra - 00(o a
Continental Supply NW, LLC ENGINEERS APPROVAL
ECEN TIE ]DOWNS OR �5����°NPR��Fs
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6 10 ENGINEERED TIE DOWN SYSTEM �)d�2��
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MAy treet GENERAL NOTES � �
A lder S OREM ti
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DESIGN LOADS: )f
WIND--- —_ —- COMPLIES WITH. 5
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2018=IBC V141t=115 MPii EXp C WA
SOIL BEARING-- ---1001)PSF
'TIE DOWN STRAP 3160#WOMIM LOAD
`SEISMIC ZONE 2018 II30 Sa=JAFa=1AS A.41 Site CLassQ `� z
•TIE DOWN STj APS TO BE MIN.1.1/4"WIDE x 0.035 THICKNESS ZINC PLATED AND MEET .�
ASTM D3953-97'ALT.STRAP;1 1/4"WIDE X 0.029"THICK ZINC PLATED Pult'=5400 LOS 14176 �C-
`EARTH AUGERS 2962 (TESTED TO 47601#MIN.) OlrsCp1 �ZL G`a`�
CROSS DRIVES ------ --2062#(TESTED TO 47509 MIN.) SjONA1 try
`CONCRETE SLAB ANCHORS 2902#(CALCULATED) '7-R
1. THE CHARTS SHOW THE REQUIRED NUMBER OF TIE DOWNS ON THE SIDES ANDENDS OF '
MANUFAQTORED HOME.
2. COMBINATIONS*OF THE DIFFERENT TYPES OF TIE DOWNS CAN BE USED. 2541
3. FOR ALL TIE DOWN INSTALLATIONS,THE MANUFACTURED HOME CHASSIS MEMBER c!' O
ARE SHOWN AS'T BEAMS,(FOR ILLUSTRATION PURPOSE ONLY)CHASSIS BEAMS
4. SIDE.TIE DOWNS ARE REQUIRED ALONG THE OUTSIDE CHASSIS BEAMS.END TIE p f OF
DOWNS ARE REQUIRED AT EACH END OF EACH TRANSPORTABLE SECTION OF THE 9y�D A. pP�'`�
MANUFACTURED HOME UT
5. END TIE DOWNS CAN BE LOCATED WITHIN IW OF EITHER S`7E OF CHA55IS BEAM
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6. THE SIZES,TYPES,LENGTHS,ECT,OF MATERIALS SHOWN HER56R ARE MINIMUM, '
LARGER,LONGER.HEAVIER MATERIALS SUPPLIED BY SAC INDUSTRIES,INC.MAY II
BE USED AT THE SAME SPACING AND LOCATION SHOWN.
7. ALL PARTS ARE COATED WITH RUST RESISTANT INDUSTRIAL SHOP PRIMER
1:
S'I A TE /� P I�[�OV/ 1 l"— Continental Supply NW,LLC AZ
1 1 f�_I V lL 1570 Bishop Road
Chehalls,WA 98532
888.265-8981
CA
NV
PACIRC CONSULTING ENGINEERS
9739 NoM Vista Drive
Kingman,AZ 86401
l PH 916-296-7376
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STABILA DRIVE TIE DOWN ANCHORS
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INSTALLATION INSTRUCTIONS
1. CONTRACTORS WARNING: CHECK FIRST FOR UNDERGROUND UTILITIES. PROFFs.
2. DRIVE STABILIZER PLATE INTO GROUND. '` IN
3. DRIVE CROSS RODS THROUGH HEAD TUBES INTO SOIL AS'SHOWN.
4. ATTACH STRAPS TO CHASSIS BEAM IN MANNER SHOWN.
5. IF ANGLE OF SIDE STRAP IS GREATER THEN 60-,STRAP CONNECTION CAN BE
MADE FROM ANCHOR TO OPPOSITE CHASSIS BEAM:
B. INSERT STRAP THROUGH SPLIT BOLT. CUT OFF EXCESS STRAP AND TIGHTEN `ram ICJ
BOLT UNTIL STRAP IS SNUG. Y `\ tj'9TF OF �
7. #6011 ANCHOR CAN BE USED.WHERE'HARD OR ROCKY SOIL OCCURS.IF THE
GROUND SURFACE IS OTHER THAN ROCKY SOIL OR MINIMUM2'-ASPHALT,USE �/ A• 0
STABIL-X ANCHOR OR ENCASE ANCHOR WITH 12'k12"x12"CUBE OF CONCRETE. �f Z
SEE NOTE-97 '
EARTH AUGERS CROSS DRIVE ANCHORS CONCRETE SLAB ANCHORS
MAX.LEWTHOF Awn HOME 3$` 64' 72` MAXLEN"OF 39' fi4' 72' KWLLEMN"v 38' 54' 72' '
t 1F11'n RO M ►iFWD HOME
kIYE B 2 3 4 TtB NDOWN981nE 2 3 4 MtN.NoTIS .oFa�nt 2 1 g 4
NOTE:
SIDE TIE--DOWNSI. .MUST 8E WITHIN 24•" OF THE END OF THE CHASSIS BEAM.
END TIE--DOWNS; CAN BE LOCATED WITHIN 244" OF EITHER SIDE OF CHASSIS BEAM ONE TIE-DOWN IS
MANDATORY AT EACH END OF "["BEAM (SEE PAGE #1 GENERAL NOTE #5).
IF SIDE WALL TIE-DOWN GROUND ANCHOR LOCATION IS SUCH THAT THE ANGLE BETWEEN; THE GROUND AND
STRAP EXCEEDS W' CONNECT THE TIE STRAP TO THE INSIDE CHASSIS BEAM ON DOUBLE AND TRIPLE WIDES
AND THE OPPOSITE CHASSIS BEAM ON SINGLE NUDES.
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CONCRETE TIE-DOW N
INSTALLATION`INSTRUCTIONS ALTERNATE.
CONNECTIO.
NEW CONCRETE-#60D4
1.'PLACE CONCRETE ANCHOR INTO WET CONCRETE,AND AILLOWTO PROPERLY CURE. A. D
2. ALTERNATE CONNECTION!REQUIRES#5 REBA12 PROPERLY EMBEDDED IN CONCRETE.
FECSISTING CONCRETE-#6010 :����'
:•Gf�I�C�E$k1AAREA� EAC AN�tfERl tc' 28.S41UEET.NDffION, car
2.:M N tuI M;,
3.'QRILL;PROPER S12E HOLE IN SLAB,A MINIMOM OF 12"FROM ANY SIDE.
4. EXPANSION BOLT IS 5/a`g W WITH MINIMUM 23(.'EMBEDMENT AND 6,180
POUNDS PULLOUT,7,1%POUNDS SHEAR. , 14176 ;r .
CHASSiSCONNEC'F10N
V ATTACH STRAPS TO CRA;5,50BEA4 IN futANRTER•StOWN: 0;AL �`{sv
'2 IF ANGLE OF SIDE STRAP IS GREATER THAN:6D',STRAP CONNECT10N
CAN BE.MADE FROM ANCHOR TO OPPOSITE CHA8S.IS SEAM. C�Z
3. INSERT STRAP THROUGH SPLIT BOLT,OUT OFF EXCESS STRAP AND TIGHTEN
BOLT-UNTIL STRAP IS SNUG P R O
NOTE:SIDE-TIE DOWNS ARE REQUIRED ALONG THE OUTSIDE CHASSIS SEAMS,
END TIE DOWNS ARE REQUIRED AT EACH ENO OF EACH TRANSPORTABLE SECTION C,1
OFI HE MANUFACTURED HOME., L..!
NOTE:A COM13INATION OF DIFFERENT TYPES OFTIE DONIJS CANOE USED. E
DRIU. sifo'`NOLIt hT fAQ nErGtit' :� ,/,, ��'
OF BrAU NOD 11,15ULL i
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"C;'ITEAM is A&SLS +„iiFcls.. W GHAS.SLS NOTE: ewT,e:00wmrswaE
SEE GENERAL NOTE,ki LOCA�W
MNER
S�:DENRAL NOTENS SIOEa ciAssfe5AMAxIS.
CONTRACTORS CERTIFICATION
I CERTIRY THAT I HAVE INSTALLED THE AM1NCHbRING SYSTEM AS PER THE INSTALLATION INSTRUCTIONS.
i HAVE MADE NO MODnCATIONS TO THE ANCOORING SYSTEM OR THE BUILDING STRUCTURE.
COMPANY NAME: CONTRACTORS W.#.
1