HomeMy WebLinkAboutBLD2019-00503 MFG Home ADV2019-00059 - BLD Permit / Conditions - 7/17/2019 Mason County
Mason County - Division of Community Development
` • 615 W.Alder St. Bldg. 8
Shelton, WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
B DD2019-00503 MANUFACTURED HOME
PROJECT DESCRIPTION: NEW MFG HOME ISSUED: 07/17/2019
SITE ADDRESS: 130 E MAIN ST UNION
EXPIRES: 01/13/2020
PARCEL: 322325001101
APPLICANT: OLGA L PEDROZA ET AL OWNER: OLGA L PEDROZA ET AL
303 S 21 st ST 303 S 21 st ST
RENTON,WA 98055 RENTON,WA 98055
FEES: Paid Due
Planning Review Fee $240.00 $0.00
Modular/Manufactured Home $275.00 $0.00
Fee-2nd half collected at ready
to issue
Modular/Manufactured Home $275.00 $0.00
Fee- 1 st half collected at
submittal
Building Plan Review/Change of $110.00 $0.00
Use-Onsite Sewage
Modular/Stick-Built Foundation $151.50 $0.00
Totals : $1,051.50 $0.00
REQUIRED INSPECTIONS
Setback Inspection Set-Up Inspection
Footing Inspection BLD-Final Inspection
CONDITIONS
* This permit is for the placement and installation of the manufactured home only and does not imply approval or review for
any other items indicated on the plot plan.
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Page 1 of 4
Mason County
Mason County - Division of Community Development
615 W.Alder St. Bldg. 8
Shelton,WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
MANUFACTURED HOME BLD2019-00503
* REQUIRED INSPECTIONS (Footing Inspection-prior to pour(set-up manual must be on-site), Set-up Inspection-prior to
skirting, Final Inspection-prior to occupancy). I hereby assume all responsibility for the scheduling of my required
inspections. If the required inspections are not requested, inspected and signed off(approved) by the inspector in the
prescribed order, I understand that reinspection fees and an hourly investigation fee pursuant to the current fees adopted by
the Mason County Building Dept., and will be assessed in addition to my original permit fees to resolve any questionable
practices or problems that have been discovered. Until resolution of any/all problems no occupancy (Final Inspection)will be
granted for the residence.
OWN ER/CONTRACTOR(indicate which)
* All construction must meet or exceed all local and state ordinances in addition to 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 revocation.
* All RED stamped 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.
* The foundation/footing must be placed on undisturbed, firm-native soil.
* By definition, propane tanks and heatpumps are structures,which must meet setback conditions. Please check your
"Approved Site Plan"to ensure these structures meet the setback conditions listed.
* Mason County has four areas with ground snow loads between 25#-55#.The owner/agent of this permit acknowledges
that if the unit permitted under this permit does not meet the area snow load rating, there is a potential for failure due to
weight accumulation beyond that of the design criteria for the unit. If you are uncertain please contact Department of
Community Services for snow load or vist our website at www.co.mason.wa.us.
* 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 Standards Institute(NCSBCS/ANSI A225.1).
* All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building
Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration.
Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No
more than one extension may be granted.
* All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor
increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way.
* All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or
any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction.
* Retaining walls needed to support a surcharge such as structures, roads, or to support slopes, shall require a separate
building permit and approval prior to construction of the retaining wall.
* The plan review check list and corrections are part of the approved plans and must remain attached. It is the responsibility
of the applicant, owner or contractor to make the required 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 of approved documents will result in failure of required building inspections.
* 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.
* The stamped 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, 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 Department prior to any further inspections being
performed or approvals granted.
Printed by:Mane Paysse on:07/17/2019 02:22 PM Page 2 of 4
Mason County
Mason County - Division of Community Development
615 W.Alder St. Bldg. 8
Shelton,WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
MANUFACTURED HOME BLD2019-00503
* Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the
structure.
* The installation permit shall be displayed in clear view of the site access road. The approved site plan and other
applicable instructions, including installation instructions, shall be available in this location OR placed in the location
specified by WAC 296-150M-655. Support configuration shall be clearly marked in the installation instructions.
* All building permits shall have a final inspection performed and approved by 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 ordinances and building regulations.
* When parcel development requires direct access to county road(s), a Road Access Permit or Approval must be granted by
the Mason County Department of Public Works. For more information contact Public Works, at(360)427-9670, ext. 450 or
100 W Public Works Dr. Shelton. The building permit will not be finaled until the permit holder can show proof that the
access permit from Public Works has been finaled and approved.
* 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 and 14.17.
* All property lines shall be clearly identified at the time of foundation inspection.
* 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 feet 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 installed. Certification number and
signature of the certified installer responsible for each major part of the in WAC365-210
* 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 1-800-647-0982.The person signing this condition is either
the homeowner, agent for the owner or a registered contractor according to WA state law.
* When parcel development requires direct access to state road(s), a Road Access Permit or Approval must be granted and
approved by the Washington State Department of Transportation. For more information contact Washington State
Department of Transportation, at(206)357-2620, ext. 630.
* 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 be made prior to requesting
additional inspections.
Printed by:Adane.Paysse on:07/17/2019 02:22 PM
Page 3 of 4
Mason County
Mason County - Division of Community Development
615 W.Alder St. Bldg. 8
Shelton,WA 98584
360-427-9670 ext 352
www.co.mason.wa.us
MANUFACTURED HOME BLD2019-00503
* A Mason County Stormwater Management Worksheet was completed and signed as part of this building permit
application. Design, sizing, placement, inspection and maintenance of stormwater management systems shall be the
responsibility of the owner/agent of the developed parcel. It is the owner/agent/contractor's responsibility to ensure that
Mason County Department of Public Works has approved the stormwater site plan for this parcel prior to the commencement
of any development activities. *NOTE if Stormwater Management option"A"was selected on the Small Parcel Stormwater
Management Application/Worksheet the document entitled"Managing Storm Drainage on Small Lots,The Small Parcel
Stormwater Site Plan"constitutes an approved plan based on the criteria listed on the application/worksheet. If the
development has, or will have, a septic/drainfield system you are responsible for contacting 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. By calling for a final
inspection of the building permit the owner/agent/contractor is acknowledging that all components of the stormwater
management system have been installed as approved on the stormwater site plan.
* 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 foundation drains within 30ft, down gradient of drainfield/reserve area.
X
I hereby certify that I have read and examined this application and know the same to be true and correct.
All provisions of Laws and Ordinances governing this type of work will be complied with whether
specified herein or not. The granting of a permit does not presume to give authority to violate or cancel
the provisio of a of r ocal law regulating construction or the performance of construction.
Issued IS
Contractor or Authorized Agent: -� � � Date:
Printed by:Ariane Paysse on:07/17/2019 02:22 PM Page 4 of 4
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MASON COUNTY COMMUNITY SERVICES Permit No1I — 0503
PERMIT ASSISTANCE CENTER: ` '
1�.`�
ra•BUILDING•PLANNING•PUBLIC HEALTH•FIRE MARSHAL , R EL I V D
615 W.Alder Street,Shelton,WA 98504 1....
Phone Shelton:(360)427-9670 ext.352•Fax:(360)427-7798 Phon 2tiNtry
6 2019
Belfair.(360)275-4467•Phone Elma:(360)482-5269 0
BUILDING PERMIT APPLICATION Alder Street
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMA�TIION::
NAME: &w_ CZ O k��—fi NAME: r '1
MAILING ADDRESS:5 -Zl MAILING ADDRESS:
CITY: STATE: ZIP: CITY: STATE: ZIP:
PHONE#I: O PHONE: CELL:
PHONE#2:y`Z0 to V3—I (A in EMAIL:
EMAIL: L V • L&I REG# EXP.
PRIMARY CONTACT• /� OWNERV CONTRACTOR❑ OTHER❑ o
NAME _`ZA+ EMAIL 4 cLLV C.I t k`EJYO Z O� aA co m
MAILING ADDRESS? O S- a 110V AT CITY geh n STATE LQ A ZIP A M S
PHONE'�.��' Q6Z c�t=�i CELL SU mQ
PARCEL INFORMATION: Rjl0Ly—: I t IS` - 33 1
2
PARCEL NUMBER(12 Digit Number) 232 J 0 110 ZONING C�k)�,�i 1
LEGAL DESCRIPTION(Abbreviated) Y11 FIRE ADISTRICT
SITE ADDRESS i. . M CITY bi &A&.5L
DIRECTIONS TO SITE ADDRESS - R' +
O
IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YE$ '' NO❑
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 ❑
USE OF STRUCTURE(Residence,Garage,Commercial Bldg,Etc.)
IS USE: PRIMARYJ�rSEASONAL❑ NUMBER OF BEDROOMS NUMBER OF BATHROOMS
HEATED STRUCTURE? YES(WholeBldA YES(Parl(sl of Bldg)❑ NO❑
DESCRIBE WORK W U phi le rnL
SOUARE FOOTAGE: (propose+existing)
1 ST FLOOR sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. BASEMEN'1::_%_sq.ft.
DECYa' 5 sq.ft. COVERED DECK sq.ft. STORAGE sq.ft. OTHER _sq.ft.
GARAGE. _sq.& Attached❑ Detached3ld CARPORT sq.ft. Attached❑ Detached❑
MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED*
MAKE1\C W aOA MODEL"i C YEAR_20 Ci _LENGTH ^I O 1
WIDTH2�.BEDROOMS_ BATHS_ SERIAL NUMBER-T 131
ENVIRONMENTAL HEALTH:
SEWAGE/SEWER SOURCE: SEPTIC,( SEWER❑ / NEW❑ EXISTING
PLUMBING IN STRUCTURE? YES,< NO❑ If yes,attach completed Water Adequacy Form
TER/FOUNDATION DRAINS PROPOSED? YES❑ NOK EXISTING SQ.FT.
G BEDROOMS PROPOSED BEDROOMS 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
COUNTY
t DE 14.08.42) 1 t 17-0 1
Xt - _ S
S nature of?TER(Must be sinned by the OWNER) to
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT -P1 P1
PLANNING DEPARTMENT
FIRE MARSHAL
PUBLIC HEALTH
i
I
PLANNING. RECEIVE:
PLANNING 6-
ALL SETBACKS ARE MEASURED � MAY 0 6 201 �
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MASON COUNTY Mason County Permit Center Use:
COMMUNITY SERVICES ADv o19 -000'fl
Buildln¢Planning.Environmental He I:2h,Community Health
615 W.Alder St.—Bldg.8,Shelton,Wa 98584 Date Rcvd
Phone:(360)427-9670 ext 352♦Fax:(360)427-7798
Fee: $130.00
Request for Administrative Variance for
Reduction in the Required Setbacks
For administrative review,the minimum variance on a setback request is 5 feet from the side yard lot
lines and 10 feet for front and rear lot lines or any access easement. Request for further reduction
requires a standard variance. Setbacks are measured from the furthest projection of the structure,
including roof eaves and gutters.
Applicant/Owners: NACk G, ' 1 S
Mailing Address: ?X:5 es
City: PeA6r\ State: WYN Zip:"\ -0
Telephone: 525Ca o��1
Email: Pe--droz�
If this reduction is tied to a building permit, please give permit case number.
BLD 9Cz[-')V:A
O� �� G
Parcel Number(s): ?2—2-32.,5 _ I Zoning
Site Address: 1c 1� t �j 6�1�Cl `/l� 06
ZRequested setback variance: �_ N,DFW
0_�
1 LF0
\d ft ront ❑ Rear SideFront ❑ Rear Side PYN44 ft ❑ Front .lear ❑ Side
pY,valf
Front Setbacks—From access easements and road right of ways. Minimum 10 feet.
Rear Setbacks—From the rear property line. Minimum 10 feet.
Side Setbacks—From the side property line. Minimum 5 feet except for certain shoreline designations.
An illustrated site plan is required.
Your site plan must show the following: north arrow, abutting street or easements, and set backs to all
property lines and existing buildings, slopes, surface water,wetlands, critical areas, septic,well and
driveway. Show all proposed new development.
� 9
FRONT AND OR REAR YARD REDUCTION REOUESTS:
For existing lots of record as of March 5,2002;
You must meet one of the following:
1) One of the following exists on the lot(check all that apply):
❑ a) steep slopes,wetlands, or streams present;
❑ b) soils that restrict building or septic development;
❑ c) lot width at the front yard line of no more than 50 feet;
•W d) lot size of no more than one-fourth acre;
❑ e) existing improvements of buildings, septic systems, and well areas.
SIDE YARD REDUCTION REQUESTS:
For existing lots of record as of March 5, 2002;
You must meet one of the following:
2) One of the following exists on the lot(check all that apply):
❑ a) steep slopes, wetlands, or streams present;
❑ b) soils that restrict building or septic development;
• ❑ c) lot width at the front yard line of no more than 50 feet;
❑ d) lot size of no more than one-half acre;
❑ e) existing improvements of buildings, septic systems, and well areas.
Explain how these circumstances preclude a reasonable development proposal from meeting the
setback standard for Rural Residential 2.5, 5, 10, or 20 zones.
i si an 15 5",1 LD X 12.E w I ro
-5f-e, _ ea W"e� --b"Oe- Oan
Owner Agent(please indicate) �- - �
Signatuk Date
Official Use Only
Approved by: /w Date �i /,
Denied by: Date
Reason for denial:
Name'1 edyowI OyAcG Parcel#3QA� ) 500 I�O 1 BLD#
Mason County lL IIVG
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'.
'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.
'Common 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 04 U tt X LA0 = 3
8 X � _ (o Measurements for buildings are taken at the
X _ perimeter of the farthest projections (example:
eaves/gutters)
X =
Driveways 'Q X
1-0 X 30 Zoo 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 L4() X =
X = Any paved, gravel or packed area per definition
,21 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) C l
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 fo rev.ew and inspection as may be req
X 01 A4 Owner/Agent/Contractor(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 1 of 2
Name Parcel# BLD#
Mason County G
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 Sto G�
Management in this jurisdiction.A complete copy of the ordinance can be found on the Masonfid
t
http//www.co.mason.wa—us/code/commissioners/index.htm 2019
Please follow the links to "Title 14,Chapter 14.48 Stormwater Management". MAY 0 6
Regulated activities shall be conducted only after Mason County Public Works approves a stortre jeWteAlar Street
(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/drainfleld 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
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(� — — — — — — — — — — ENDWALLS AND LPT4 ® MA6 ANCHORS ®2'-6"
- - - - - - - - O.C. ENDWALLS r - - - - - - - - - - - - - - - 60" SIDEWALLS V,
5'-0" O.C. SIDEWALLS Z
SIDEWALL I SCREENED VENTS• W
PROVIDE 24'x6" 57R/P FOOTING W/(2) 4 CONTINUOUS HORIZONTAL I I LOCATE BETWEEN
MUDSILL ANCHORS #4 VERT. 0 48" O.C.
THESE P 1. A KT S MUST B E I I ENDWALL REBARS ® GENII R OF DEPTH. CENTER FOOTING ON MARRIAGE LINE. I I 1 FIELD OF CONC. HORIZ. WALL. HOOKS ARE4m MIN. CENTERED IN
O: �tTE I ENDWALL I VERIFY BETWEEN VENT 1'-2" M/N.l'-8"' MAINTAIN
32" REQUIRED. ALT HOOKS Po Box Ioo9
FOR 11 r t I I ff
AND MA6 ANCHOR. \ \\/ .4' 3,NE 80151FLRT, SN1E I
CTtON. (2) ,y4 CON T. ��FJ607406148�J2
P. 36a740.6147
— �I \ mosanen9.ne!
23'-4" L - - - - - 1'
FIELD I — — MARRIAGE LINE _ — _ I Scale:
VERIFY I - - - - - - - - - - - - - - 6" D"Igned By. T.M.
Drown By. LM.
( IF DOWNSPOUTS ARE
3" CLR (2) #4 CONT. Dote: JUNE 2019
1 CONVEYED TO DAYLIGHT VIA
F UNDERGOUND PIPE, DO
FIELD /F FTG DRAINS ARE USED, PERFORATED
1 i I VERIFY NOT CONNECT TO FOOTING
PIPE SHOULD BE LOCATED AT THE
FOOTING LEVEL WITH HOLES FACING DOWN
P; LEETALL CURRENT I I SIDEWALL I I TYPICAL STEM WALL/FOOTING DETAIL
SCALE.' 1 2=1 / 6/25119
V":;�, ; . Tn[ STATECQ[JES I� - - - — - - - - - — - - - - - - - -J�
ANUFACTURED
1
UNIT WALLS
ADD SIMPSON AND FLOOR
FOOTING NOTE: MSTC28 OR LS7722 2X6 TRTD R
STRAPS ® 48" O.C.
STEEL I-BEAM POST BASE FOOTING NOT SHOWN. MAX AT ENDWALLS y
40'-0'nED VERIFY REFER TO UNIT MANUFACTURER SPECIFICATIONS AND 64" O.C. MAX
FOR SIZE AND PLACEMENT. AT SIDEWALLS FILL
ALL HOLES W/10Dx1
" 1 HDG NAILS.
FOUNDA 770N PLAN
"
z
'" s SCALE 1/8"=1"
1Z '�-RC;/A, THIS REPAIR SHALL BE USED IF o
THE MANUFACTURED UNIT IS
REPORTEDLY "TOO HIGH" TO BEAR
ON FOUNDATION WALL PT lF.
u
3 �
SHIM DETAIL 2
scALE• 1 2=1 Z
CODES STRUCTURAL CONCRETE DEFORMED BAR ANCHORS: ASTM A-496
0 93
ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM GENERAL ALL REINFORCING SHALL BE LAP-SPLICED A MINIMUM LAP OF 40 BAR DIAMETERS EXCEPT AS NOTED SPECIFICALLY ON
TO THE 2015 INTERNATIONAL BUILDING CODE(IBC) AS AMEND ALL CONCRETE SHALL BE HARD ROCK CONCRETE MEETING REOUIREMENTS THE z OF HORIZONTAL STRUCTURAL DRAWINGS NO MORE THAN 50 OR VERTICAL BARS SHALL BE SPLICED AT ONE 2
AND ADOPTED BY THE LOCAL BUILDING AUTHORITY ALL OF AG-301, -SPECffTCAnONS FOR STRUCTURAL CONCRETE FOR LOCA TON. PROVIDE ELBOW BARS(40 DIAMETER) TO LAP HORIZONTAL STEEL AT CORNERS AND INTERSECTIONS/N Q Lu in
REFERENCE TO OTHER CODES AND STANDARDS, (ACI, ASTM, BUILDINGS."PROPORTIONING OF INGREDIENTS FOR EACH CONCRETE MIX FOOTINGS AND WALLS LAP WELDED FABRIC 12"OR ONE SPACING PLUS 2" WHICHEVER/S MORE O 0
ETC.), SHALL BE FOR THE LATEST OR MOST CURRENT EDITION SHALL BE BY METHOD 2 OR THE ALTERNATE PROCEDURE GIVEN IN C AVAILABLE. ACI-301. PLACE CONCRETE PER AC/-304 AND CONFORM TO ACI-604 CONCRE7E COAR ON REINFORQNG(UNLESS SHOWN OTHERWISE) Q g
(306) FOR WINTER CONCRETING AND AG-605(305)FOR HOT WEATHER W
BOTTOM OF FOOnNCS 3- CONSTRUC7701V SHALL COMPLY WITH THE = Q
MISCELLANEOUS CONCRETING. USE INTERIOR MECHANICAL VIBRATORS WITH 7,000 RPM FORMED EARTH FACE AND SLAB ON GRADE 2- Q z
VERIFY ALL DIMENSIONS AND CONDITIONS IN THE RELD. MIN/MUM FREQUENCY. DO NOT OVER-VIBRATE CONCRETE SHALL BE PERMANENT FOUNDA77ONS GUIDE FOR LL � o
PLACED MONOLITHICALLY BETWEEN CONSTRUCTION OR CONTROL JOINTS. BOTTOM OF INTERIOR SLAB 3/4" Lu O
CONSTRUCTION DETAILS NOT SPECIFICALLY SHOWN ON THE MANUFACTURED HOUSING. DATED SEPT. 1996 AND
DRAWINGS SHALL FOLLOW SIMILAR DETAILS OF SECTIONS OF THIS PROTECT ALL CONCRETE FROM PREMATURE DRYING, EXCESSIVE HOT OR Q 1"-
COLD TEMPERATURE FOR SEVEN DAYS AFTER PLACING. CONDUIT/N SLAB 3
PROJECT AS APPROVED BY THE ENGINEER. APPLICABLE SECTIONS OF HUD 4145.1 REV-2 AND �f
ELECTRICAL CONDUIT IN SLABS, SHALL BE PLACED AT 7H£MID-DEPTH OF THE SLAB AT A MINIMUM SPACING OF -
SITE- WVRK S7RENGTH THREE TIMES THE CONDUIT DIAMETER. CONDUIT OUTSIDE DIAMETER SHALL NOT EXCEED ONE-THIRD OF THE SLAB 4150.1 REV-1 AND THE REQUIREMENTS OF THE k i
EXCAVA77ON TWENTY-EIGHT DAY COMPRESSIVE STRENGTHS SHALL BE THICKNESS MANUFACTURER. ZQ
EXCAVATE TO DEPTH SHOWN AND TO FIRM UNDISTURBED J W
PSI SLUMP CARPENTRY c) a
MA7E7R/AL OVER-EXCAVATIONS SHALL BE BACKFILLED WITH LEAN y
CONCRETE(fe=2,000 PSI) AT THE CONTRACTOR'S EXPENSE. SLABS Z500 3'+/- I' FRAMING LUMBER SHALL BE OF NO. 2 OR AS SHOWN ON THE DRAWINGS. ALL 2"LUMBER SHALL BE KILN DRIED(KD). N
FoonNcs 2,Soo 4" +� 1- BASIC DESIGN CRITERIA I
EXERCISE EXTREME CARE DURING EXCAVATION T' AVOID DAMAGE EACH PIECE OF LUMBER SHALL BEAR STAMP OF WEST COAST LUMBER INSPECTION BUREAU (WCLlB)AND/OR WESTERN W
TO BURIED LINES. TANKS, AND OTHER CONCEALED ITEMS. UPON THESE SLUMPS MAY BE INCREASED WITH PROPER ADDITION OF WOOD PRODUCT
S ASSOCIATION (WWPA) SHOWING GRADE MARK. PROVIDE CUT WASHERS OR M.T.W. WHERE BOLT HEADS,
ADMIXTURES FOR Wt7RKABIL/TY WITHOUT CHANGING THE WATER CONTENT WIND EXPOSURE C, 110 MPH DESIGN SPEED, 3 SEC. GUSTS
DISCOVERY, DO NOT PROCEED WITH WORK UN77L RECEIVING NUTS AND LAC SCREW BEAR ON WOOD. TREAT ALL WOOD IN CONTACT WITH CONCRETE, MORTAR, GROUT, MASONRY, SEISMIC SITE CLASS: D2 WRITTEN INSTRUCTIONS FROM ENGINEER. DRAINAGE AS OF THE ORIGINAL APPROVED MIX DESIGN. ADMIXTURES CONTAINING
CHLORIDES ARE NOT PERMITTED UNLESS APPROVED BY THE ENGINEER. AND WITHIN 12- OF EARTH; ALL WOOD OVER WATER; AND ALL WOOD IN CONTACT WITH EARTH; WITH y
NECESSARY TO AVOID WATER-SOFTENED SUBGRADE. PENTACHLOROPHENOL IN LIGHT MINERAL OIL OR WATER BORNE PRESERVATIVES IN ACCORDANCE WITH AWPA SOILS 1,500 PSF BEARING (ASSUMED) W
MATERIALS SPECIFICATIONS FOR THE PRESSURE TREATMENT OF WESTERN WOODS, LATEST EDITION. RETENTION TO BE AS FOLLOWS �+ g
FILL, BACKnLL AND COMPACTION ABOVE GROUND IN CONTACT WITH CONCRETE, MORTAR, ETC. --.30; OVER WATER--.40.- 1N CONTACT WITH
CEMENT: ASTM 150. TYPE I OR TYPE 1-ll. ENGINEER'S APPROVAL IS
THE REM AGAINST WALLS SHALL NOT BE PLACED UNTIL AFTER NEEDED FOR USE OF TYPE!II CEMENT. COARSE AND FINE AGGREGATE EARTHLD TREATED
WHERE POSSIBLE, PRE-CUT MATERIAL BEFORE TREATMENT. ALL FIELD CUTS AND DRILLED HOLES SHALT
THE REMOVAL OF ALL MATERIAL SUBJECT TO R07 OR CORROSION. BE FIELD TREATED IN ACCORDANCE W71FI AWPA M-4. � � � Ds
ALL FILL PLACED AGAINST RETAINING WALLS OR BASEMENT WALLS ASTM C33. WATER SHALL BE CLEAN AND POTABLE.
SHALL BE FREE DRAINING GRANULAR MATERIAL. STRUCTURAL FILL CARPEN7RY HARDWARE JOB: M4
OTHER THAN PEA GRAVEL SHALL BE GRANULAR, PLACED IN 6 REINFORCING STEEL BOLTS SHALL BE ASTM A-307 WASHERS SHALL BE MALLEABLE IRON WASHERS(MIW) OR HEAVY PLATE CUT WASHERS. -
INCH LIFTS AND COMPACTED TO x OF 17S MAXIMUM DRY DENSITY DETAIL, FABRICATE, AND PLACE PER AD-315 AND ACI-318. SUPPORT NAILS SHALL BE COMMON, AMERICAN OR CANADIAN MANUFACTURER ONLY. LAG SCREW'S SHEAR PLATES-SEE NATIONAL
AS DETERMINED AT LEAST 95 BY ASTM D-1557(MOD PROCTOR) REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TI£SS, DEFORMED DESIGN SPECIFICATION. ANCHORS AND CONNECTIONS SHALL BE SIMPSON, TECO, LUMBERLOK OR 1CBO APPROVFD.ALL
LANDLLASTWAI:D-698 (STANDARD PROCTOR). PEA GRAVEL FILL BAR REINFORCEMENT. ASTM A-615-GR 60 WELDED WIRE FABRIC: ASTM FASTENERS SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE SHOWN. HARDWARE HA A MAXIMUM PARTICLE SIZE OF 3/8-DIAMETER. A-185 &ASTM A-82 FY=65 KSI EXPOSED TO WEATHER OR IN UNHEATED PORTIONS OF BUILDING SHALL BE GALVANIZED PER SECTION 5.2.10.
TOTAL SHEETS 1
I •
00 s�3
Ys; Y
223"Z- So 0itoley
l
m =M .
FILE
COPY
P: n n�
THESE S MUST BE REVIEWED FOR
Ci )ITE CODE COMPLIANCE
FOR iiior-tCTION.
MASON COUNTY
VENT Pilot/� �G DEPARTMENT
G�C
Date
AT 1 Sq Ft Per 300 Sq R
Documents atta hcd to approved plans:
Site Plan S
Plan review c klist: __ �__ a es
Engineering: UY N Lateral 6is
--7o't-46-( Number of pages—_
"WASHiNGTON STALE CODES
Acontinuous foundation is required
around the entire perimeter of
the structure