HomeMy WebLinkAboutBLD2024-01393 Remodel - BLD Application - 11/25/2024 Permit No: $LD2O Zg_d V��
AWL MASON COUNTY
COMMUNITY DEVELOPMENT
Permit Assistance Center,Building,Planning RECEIVED
BUILDING PERMIT APPLICATION
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION: NO 2UZ4
NAME: )A R o N 20QUE NAME: AAPo O
MAILING ADDRESS: 23-I D h1 w Rr�t�.lr-1NsT MAILING ADDRESS: er Street
CITY: PoPT%.-R to n STATE: op, ZIP:Oil 21 b CrfY: c 1_C El V M STATE: &ZIP: c
PHONE#1: Ci 1 b-a132-71o1n a PHONE: 53.?,3g,2-"T-ELL:
PHONE#2: ENIAIL: SP UDZZ,ACIe.0 t-AA1L.CQh-q
EMAIL: 3 P Rorl. PL0nUE()at A At 1L .CDI\A L&I REG# EXP.
PRIMARY CONTACT: OWNER❑ CONTRACTOR❑ OTHER}"
NAME .10S"IJAi Clhtl4w][-+ EMAIL Jcl�►t c��atxrtcc.>�ex uE .co"
MAILINGADDRESS 24S C�DLo0RCA1d�&A CITY S� ]�]�PSTATE K L1N��13
PHONE SO?S,7i IQ . -5&LJ 4 CELL
PARCEL INFORMATION•
PARCEL NUMBER(12 Digit Number) ZONING jz-2
LEGAL DESCRIPTION(Abbreviated) L.►0kµF CLSItMA N #1:1 t LOT Cn FIRE DISTRICT
SITE ADDRESS C-=Ao 1 VA. V.A0Q VT-a I N U IE:W P-D . CITY MOODS P ORT
DIRECTIONS TO SITE ADDRESS Q-iSt1 MPrt.)
IS THE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES❑ N SNOW LOAD: -E 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 R"ADDITION❑ ALTERATION❑ REPAIR❑ OTHER ❑
USE OF STRUCTURE(Residence,Garage,commercial Bldg,Eta) RES 1 D E to GF_
IS USE: PRIMARY❑ SEASONALt ER OF BEDROOMS I NUMBER OF BATHROOMS 1
HEATED STRUCTURE? YES(Whole Bldg) YES(P—/sl of Bldg)❑ NO❑
DESCRIBE WORK
SQUARE FOOTAGE:(proposaq
1ST FLOOR` 18_sq.R 2ND FLOOR g03sq.ft 3RD FLOOR sq.& BASEMENT sq.ft
DECK sq.ft. COVERED DECK sq.& STORAGE sq.ft. OTHER sq.ft.
GARAGE sq.& Attached❑ Detached❑ CARPORT sq.R Attached❑ Detached❑
MANUFACTURED HOME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED*
MAKE MODEL YEAR LENGTH
WIDTH BEDROOMS BATHS SERIAL NUMBER
ENVIRONMENTAL HEALTH:
SEWAGE/SEWER SOURCE: SEPTIC SEWER❑ / NEW❑ EXISTING
PLUMBING IN STRUCTURE? YES' NO❑ If yes,attach completed Water Adequacy Form
PERIMETER/FOUNDATION DRAINS PROPOSED? YES❑ NO EXISTING SQ.FT.
EXISTING 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/applicabon becomes null ii 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 APPLICATIO 80 DAYS OF MORE WILL CAUSE THE APPLICATION TO BE EXPIRED.(MASON
COUNTY CODE 14.08.42)
X
Si ture of OWNE Mus be signed by the OWNER Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGSPNOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
FIRE MARSHAL
PUBLIC HEALTH
Permit No:
., MASON COUNTY
RECEIVED
COMMUNITY DEVELOPM
rurn� 5 2024
Permit Assistance Center, Building, Planning gg��
PLUMBING & MECHANICAL PERMIT APPLICA M Alder Street
.OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME:Jaron Roaue NAME:Aaron Scott Olson
MAILING ADDRESS:2370 NE Raleiah St MAILING ADDRESS:7712 Teanawav Rd
CITY:Portland STATE:OR ZIP:97210 CITY:Cle Elum STATE:WA ZIP:98922
V PHONE:(510) 932-7669 PHONE:5033382067 CELL:
2"d PHONE: EMAIL :SPUDZZ.AOI ikiimail.com
EMAIL:Jaron.Roaue @amail.com L&I REG#604037008 001 0001 EXP.077./ M—�1
PARCEL INFORMATION:
PARCEL NUMBER(12 Digit Number):42209-54-00097 Zoning:R-2
LEGAL DESCRIPTION(Abbreviated):Lake Cushman #17. Lot 97
SITE ADDRESS:561 Mountain View Drive CITY: ioodsDort. WA
DIRECTIONS TO SITE ADDRESS:
Lake Cushman
TYPE OF JOB:
NEW=ADD=AL=REPAIR=OTHER=USE OF BUILDING S F R
LOCATION OF FIXTURES/UNITS—1 sT FLOOR=2ND FLOOR=BASEMENT=GARAGE=OTHER=
PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS
Type of Fixture No.of Fixtures Fees Fuel Type:Electric=LPG=Natural Gas=Ductless=
Toilets 1 Type of Unit No.of Units Fees
Bathroom Sink 1 Furnace
Bath Tubs 1 Heat Pump 1
Showers I Spot Vent Fan J
Water Heater 1 Propane Tank
Clothes Washer 1 Gas Outlets
Kitchen Sinks 1 oo Gas/Pellet Stove 1
Dishwasher Ritchen Exhaust Hood 1
Hose bibs 1 Dryer Vent 1
Other Solar Panel _
Other
Base Fee Base Fee
TOTAL PLUMBING TOTAL MECHANICAL
OWNER acknowledge 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 OFTHIS PERMIT IS BY MEANS OF INSPECTION. INACTIVITY OF THIS PERMIT APPLICATION OF 180 DAYS
WILL INVALIDATE THE APPLICATION.
X November 7, 2024
ignatur of Owner Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
FIRE MARSHAL
Rev: 112712016 )BN
MASON COUNTY
COMMUNITY DEVELOPMENT
N Permit Assistance Center, Building,Planning
These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple
single-family dwellings (townhouses).
Contact Information Project Information
Owners Name: Site Address:
aron Roque 561 Mountain View Drive, Hoodsport, WA 98541
Mailing Address:
370 NE Raleigh St Portland OR 97210
Parcel Number:
2209-54-00097
Square Feet(total):
1,030 s ft
Ventilations Compliance:
Whole House Ventilation system 0 Whole House Ventilation
using exhaust fans&window or wall Integrated with a Forced Air
fresh air vents(M1507.3.4) I System(M1507.3.5)
Other, describe:
Instructions: This single-family project will use the requirements of the Prescriptive Path below and
incorporate the minimum values listed. Based on the size of the structure, the appropriate number of
additional credits are checked as chosen by the permit applicant.
Provide all information from the following tables as building permit drawings:Table R402.1 - Insulation and
Fenestration Requirements by Component,Table R406.2- Fuel Normalization Credits and 406.3- Energy Credits.
All Climate Zones(Table R402.1.1)
R-Value' U-Factor
Fenestration U-Factor b n/a 0.30
Skylight U-Factor b n/a 0.50
Glazed Fenestration SHGC bje n/a n/a
Ceiling a 49 i 0.026
Wood Frame Wall g h 21 int 0.056
Floor 30 0.029
Below Grade Wall`,h 10/15/21 int+TB 0.042
Slab 1,1 R-Value&Depth 10,2 ft n/a
R-values are minimums.U-factors and SHGC are maximums.When insulation is installed in a cavity that is less
a than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix
Table A101.4 shall not be less than the R-value specified in the table.
b The fenestration U-factor column excludes skylights.
"10/15/21+5TB"means R-10 continuous insulation on the exterior of the wall,or R-15 continuous insulation on
the interior of the wall,or R-21 cavity insulation plus a thermal break between the slab and the basement wall at
c the interior of the basement wall."10/15/21+5TB"shall be permitted to be met with R-13 cavity insulation on
the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB"
means R-5 thermal break between floor slab and basement wall.
d R-10 continuous insulation is required under heated slab on grade floors.See Section R402.2.9.1.
Prescriptive Path—Single Family 2018 Washington State Energy Code-R
For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38 if the full insulation depth
e extends over the top plate of the exterior wall.
R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter
f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used,it shall
meet the requirements for thermal barriers protecting foam plastics.
For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for
g climate zone 5 of ICC 400.
Int. (intermediate framing)denotes framing and insulation as described in Section A103.2.2 including standard
h framing 16 inches on center, 78%of the wall cavity insulated and headers insulated with a minimum of R-10
insulation.
Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel
normalization credits) and Table 406.3 (energy credits)to achieve the following minimum number of
credits.To claim this credit, the building permit drawings shall specify the option selected and the
maximum tested building air leakage and show the qualifying ventilation system and its control sequence
of operation.
1. Small Dwelling Unit: 3 credits
Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area.
Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf.
2. Medium Dwelling Unit: 6 credits
All dwelling units that are not included in#1 or#3
3. Large Dwelling Unit: 7 credits
Dwelling units exceeding 5,000 sf of conditioned floor area
4. Additions less than 500 square feet: 1.5 credits
All other additions shall meet 1-3 above
Summary of Table R406.2
Heating Fuel Normalization Descriptions Credits-select ONE User Notes
Options heating option
1 Combustion heating minimum NAECAb 0.0 ❑
2 Heat pump` 1.0 ❑
3 Electric resistance heat only-furnace or zonal -1.0 ❑
4 DHP with zonal electric resistance per option 3.4 0.5
5 All other heating systems -1.0 ❑
Energy Credits-select ONE
Options Energy Credit Option Descriptions energy option from each
category
1.1 Efficient Building Envelope 0.5 ❑
1.2 Efficient Building Envelope 1.0 ❑
1.3 Efficient Building Envelope 0.5 ❑
1.4 Efficient Building Envelope 1.0 ❑
1.5 Efficient Building Envelope 2.0 ❑
1.6 Efficient Building Envelope 3.0 ❑
1.7 Efficient Building Envelope 0.5 ❑
2.1 Air Leakage Control and Efficient Ventilation 0.5 ❑
2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑
2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑
2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑
3.11 High Efficiency HVAC 1.0 ❑
3.2 High Efficiency HVAC 1.0 ❑
3.3a High Efficiency HVAC 1.5 ❑
3.4 High Efficiency HVAC 1.5 ❑
3.5 High Efficiency HVAC 1.5 ❑
3.6a High Efficiency HVAC 2.0 ❑
Prescriptive Path-Single Family 2018 Washington State Energy Code-R
4.1 High Efficiency HVAC Distribution System 0.5 ❑
4.2 High Efficiency HVAC Distribution System 1.0 ❑
5.11 Efficient Water Heating 0.5 ❑
5.2 Efficient Water Heating 0.5 ❑
5.3 Efficient Water Heating 1.0 ❑
5.4 Efficient Water Heating 1.5
5.5 Efficient Water Heating 2.0 ❑
5.6 Efficient Water Heating 2.5 ❑
6.10 Renewable Electric Energy(3 credits max) 1.0 ❑
7.1 Appliance Package 0.5 ❑
Total
Credits 2 0
a. An alternative heating source sized at a maximum of 0.5 W/sf(equivalent)of heated floor area or 500 W,
whichever is bigger, may be installed in the dwelling unit.
b. Equipment listed in Table C403.3.2(4)orC403.3.2(5)
c. Equipment listed in Table C403.3.2(1)orC403.3.2(2)
d. You cannot select more than one option from any category EXCEPT in category 5.Option 5.1 may be combined
with options 5.2 through 5.6.See Table 406.3.
e. 1.0 credit for each 1,200 kWh of electrical generation provided annually,up to 3 credits max.
See the complete Table R406.2 for all requirements and option descriptions.
eage`prt ,.oifi y'p"gq hr®ug ® s 7 rkshewet for sip iriisslbn to your building officia .
Prescriptive Path—Single Family 2018 Washington State Energy Code-R
BLD DATE STAMP
MASON COUNTY
COMMUNITY DEVELOPMENT RECEIVE
4k Permit Assistance Center,Building,Planning RCVD BY:
NOV 25 MU
APPLICANT INFORMATION(please print clearly)
Jason Roque 4220P� *�ler Street
Name of Applicant: _Parcel Number
Site Address: 561 Mountain View Drive, Hoodsport, WA 98548
This checklist must be completed and signed by the owner or owner's authorized agents at
time of submittal.
Incomplete applications will NOT be accented. For a complete application, all items on this checklist shall
be submitted, unless waived by Staff.
PERMIT APPLICATION RECEIVED
Provide a completed and signed(by owner or authorized representative)application and applicable a
fees are due at submittal.
Provide a completed plumbing and Mechanical Application
1
SITE PLAN VERIFIED
Provide one(1)copy of proposed site plan. Drawn to scale of either.
1"= 10' or 1"=20' depending on lot size.
North Arrow, location and dimensions of all R—operty lines and easements.
Vicinity map showing location and names of all roads and easements.(public andprivate)
Show distances to all structures,septic tanks,drain fields,property lines,top of slopes or cuts and
easements.
Zoning(indicate): R-2
❑
Rural Residential:@2.5 0 5 0 10 O 20 Offie :
Urban Growth Area: Zone:
Front yard:185 Direction: Side yard: 120 Direction:
Rear yard: N/A Direction: Side yard: 1 20 Direction:
All access points,width of access. easements and driveways).
Contour lines in twenty 20 foot increments. See Parcel Map Viewer on website
Building height shown on elevations at all four corners of structure. _
Flood lain boundaries and setback distances. See Plans for additional requirements.
Wetland or surface water(if any)and any applicable buffers. If yes,a wetland report may need to be
submitted.
Is the site near a Shoreline stream,creek lake,saltwater if yes,please indicate?
Name of shoreline:
Shoreline designation:
Stream type F, S,Ns N :
Is the proposed site within 300 feet of a slope 15%or greater?If yes, a geological report or assessment
may be required.
Existing/proposed on-site septic s stem and reserve areas,providing setback to structures.
Existing/proposed wells show 100 ft well radius,with distances to structures).
Existing and proposed stormwater controls(downspouts,dry wells,etc.
Exterior storage tanks(propane)and HVAC equipment.
CONSTRUCTION PLANS
LOCATED
Provide three(1)copy of plans(1 full size min. 18"x 24"and 1 small size)and one(1)copy of all
specifications and engineering. Plans must be drawn to scale of = 1'.All notations and drawings must Y
be clear and legible. All Engineering callouts must be on plans.
Engineered plans must provide calculations/analysis.Analysis must include the following information:
• Adopted International Code
• Snow load(by location)
• Seismic zone(D-2) Y
• Exposure(by location and topography)
• Windspeed 85 MPH basic and 110 ultimate w/3 secondgust)
If project is in a flood hazard area,the submittal must include an Elevation Certificate, flood venting
compliance and an elevation detail indicating the location of finished floor relative to the Base Flood Y
Elevation or Design Flood Elevation as designated by surveyor or engineer.
FOUNDATION PLAN
Plan view of foundation/footings/pads Y
Type,size and location of footing(stepped foundation provide detail Y
Elevation view of foundation steps,with final grade Y
Cross-sections of footing and foundation(including height of wall). Y
Floor joist andspacing each floor). Y
Location of flood venting, size and method of compliance for ventin when in a flood zone N/A
Type and locations of hold-downs and anchors. Y
Crawl access location and size. Y
Insulation value for foundation(if slab or basement). See Energy Credits for additional requirements, Y
credits must be indicated on the plans.
If the project is in floodplain provide flood venting compliance including vent locations,vent type, N/A
elevation detail for venting location interior and exterior of the crawls ace.
FLOOR PLAN
Square footage of each floor Y
Use of each room Y
Attic access size and location Y
Dimensions of building and rooms. Y
Location and type of furnaces,water heaters,smoke detectors,and carbon monoxide detectors. Include Y
location of bollard for appliances located in garage.
Heat Detector in garage(required in all garages attached,must be hardwired to smoke&carbon N/A
Plumbing fixture locations Y
Location of doors,windows include size,egress,tempered andskylights) Y
Insulation value in floor. See Energy Credits for additional requirements,must be indicated on the plans. Y
Location of ventilation fans and CFM for each. Y
Location of whole house fan and CFM continuous or intermittent N/A
Location,side and type of brace wall or shear-wall panels. If structure is engineered,must supply two N/A
co ies of required analysis calculations
Dimensions and framing details of decks(including joists,beams,posts,ledgers. Plan MUST include Y
size, grade,spacing, length and species or type of material
ELEVATIONS AND WALL DETAILS
Typical and rated walls(garage separation) Y
Listing of fire-resistive wall designs(duplex or townhouse N/A
Building elevations-all 4 sides Show distance from grade at each corner.
If project is in floodplain must provide Elevation detail indicating the location of finished floor relative to Y
the Base Flood Elevation or Design Flood Elevation as designated by surveyor or engineer.
Exterior wall details when distance between overhangs is less than 5 feet to property line or other N/A
structures.
Insulation value for walls. See Energy Credits for additional requirements,must be indicated on the plans. Y
ROOF PLAN
Layout of roofs stem Y
Label type of roofs stem,rafters,engineered trusses&spacing Y
Headers noted at each location or typical header noted. Y
Roof pitch and covering materials Y
Sheathing es, dimensions and fastening Y
Attic venting e,location and amount Y
Insulation value for roof(R38 vault and R49 ceiling) See Energy Credits for addition requirements,must Y
be indicated on the plans.
ENERGY CODE REQUIREMENTS RECIEVD
Completed Washington State Energy Code form
Plans must indicate fuel source for furnaces,water heaters and other appliances.
Manufactures Specifications for each unit or component for HVAC&plumbing
Compliance to the Washington State Energy Code and required Credits. Construction drawings/plans PAGE #
MUST include all credit information on the plan details such as insulation,ventilation,furnaces, A-502
windows etc. Plans must also include the number of credits and which credits are chosen.
I verify all required documents,plans,and specifications associated with this application have been submitted and are
accurate.
JARON ROQUE 11/7/2024
nature 9p6NMer or authorized agent Print Name Date
A "I aINP MUIPNUt Ki wUNOSPER SOUAlFFOOT SFR RENOVATION for ROQUE FAMILY
AI p EXHAUST OR EXISTING PSI Mai fM SOUAIF In.
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PDWOOD 561 N Mountain View Drive
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SHEET INDEX �'1; 'I'. i� � An e
NO. SHEET TITLE W
C-001 TITLE SHEET AND SITE PLAN •�.�•�"�
G-ODI CONSTRUCTION NOTES - •-- ✓ I,,`f�"` e
AE-101 EXISTING FLOOR PLANS AND ELEVATIONS g
AE-103 EXISTING FOUNDATION AND ROOF PLAN ;
A-101 PROPOSED FLOOR PLANS t
A-103 PROPOSED FOUNDATION AND ROOF PLAN i S
A-201 PROPOSED EXTERIOR ELEVATIONS M
A•301 BUILDING SECTIONS "'>r ) SITE PLAN_ _ g
A-501 CONSTRUCTION DETAILS J (--. _ --
-502 CONSTRUCTION DETAILS scARG,I-� SFR RENOVATION
•101 ELECTRICAL PLANS EH APPROVED Rw
rSl.l CONCRETE DETAILS&NOTES =e �� D.AD R— 01/01/2025 ROGUE FAMILY
S7.2 WOOD DETAILS&NOTES
IO s "•F' set NMww•L VM.1M.•
,........ \` IRA. __.._ 1
52.1 FOUNDATION/FLOOR&ROOF FRAMING PLANS �10 abdM•11,WA9MSAM R
EH SETBACKS
I W
I \� A)Drainfield/Reserve requires 10'setback from fooling/foundattons AKsvL _ —__-
B)Septic tank(s)requires 5'setback from all footing/foundations --
,.. `iWr _ riot --- it/III/10 C-�1
l_ q No foundation/perimeter drains within 30'down-gradient of drainfield .M,er�r
• ( reserve area cc,er,•loe —_ 1 1•=1'-0•
VICINITY MAP D)No cut(s),bank(s)(greater than 5'BE over AS degrees)within 50' mMuei _
down-gradient of drainfield/reserve area
AAA
ENGINEERING
® MEMORANDUM ❑ MEETING RECORD ❑ PHONE LOG-CALL ❑ SITE VISIT
DATE: 1/8/2025
PROJECT: Roque Family SFR RE: 561 N Mountain View Dr, Hoodsport
ATTENTION: Joshua Luck FROM: Asrade Mengstu—AM Engineering PLLC
PHONE NO: PHONE NO: 206-501-5149
EMAIL: Jluck@maoncountywa.gov EMAIL: asrade@amengineering.works
Re: Existing Building Review—561 N Mountain View Dr,Hoodsport
This letter is in addition to the structural permit documents submitted to Mason County on 1/2/2025, regarding
the remodel of the single family residence at 561 N Mountain View Dr in Hoodsport,Washington. We were
informed by the county that only the concrete foundation of the main building was inspected and the rest of the
framing was built without inspection by the local jurisdiction. AM Engineering has therefore gone ahead and
reviewed the structure and the following observations were noted:
1. All the exterior walls of the main building (excluding the small bumpout at the west)were framed
correctly with 2x6 studs @ 16"oc and 'h" plywood nailed to studs with 8d edge nailing @ 6"oc
and 8d nails @ 12"oc field nailing. Sill plates were anchored down to concrete with 'h" anchors
@ 48" oc min. The existing shearwalls were therefore found to be adequate.
2. The bumpout at the west does not have properly constructed shearwalls, and will therefore need
to be redone with new sheathing applied to the interior face of the exterior walls. Details for the
shearwall are provided on plans and detail sheets.
3. No existing holdowns were found in the existing building. All the holdowns called out on plan will
need to be freshly installed using either Simpson Set-XP epoxy or Hilti Hit-RE 500 V3 epoxy.
Refer to drawings for details.
4. The existing beams at the main floor were found to be inadequate and new LVL reinforcing are
required to be installed, refer to the foundation plan for locations.
Let me know if you have any questions.
AYA___
Asrade Mengstu PE
Principal
AM Engineering PLLC SJ��cN�a1LE�
206.501.5149
AM ENGINEERING PLLC 4311 111hAve NE,Suite 500,Seattle WA 98105 asrade@amengineering.works 206-501-5149
Name Jaron Roque Parcel#42209-54-00097 BLD#
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.
2Common 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 X =
House X = 982 sgft Measurements for buildings are taken at the
perimeter of the farthest projections (example:
Storage Shed 16' X 10, = 160 sgft eaves/gutters)
X =
Driveways X =
X = Length of drive begins at the right of way
X =
Parkin 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
X = development is greater than 2000 square feet a
Small Parcel Stormwater Site Plan is Required
Total Impervious Surface Area (sum of all areas) 1142 sgft
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�proft� d inspection as may be required.
X Owner/Agent/Contractor(circle one)Date:11/21/24
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
NameJaron Roque Parcel#42209-54-00097 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.htrn
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 rain field 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
8 AND EQUIP EQUIPMENT P POUNDS PER SQUARE FOOT S F R RENOVATION for R O Q U E FAMILY
AT EX EXHAUST OR EXISTING PSI POUNDS PER SQUARE INCH
A ANCHOR FXT EXTERIOR PART
RT PARTITION
A C P ACOUSTIC CEILING PANEL FL FLUSH PL PLATE(P)or PROPERTY LINE
AD ACCESS DOOR OR AREA DRAIN FDN FOUNDATION PLBG PLUMBING
AFF ABOVE FINISHED FLOOR FIN FINISH PLWD PLYWOOD 561 N Mountain View Drive
A F G ABOVE FINISHED GRADE FIX FIXTURE PREFAB PREFABRICATED
AP ACCESS PANEL FLR FLOOR(FLOORING) PSL PARALLEL STRAND LUMBER Hoodsport, WA 98548
A/C AIR CONDITIONING FLASH FLASHING PT POINT
A/E ARCHITECT/ENGINEER FLEX FLEXIBLE PVMT PAVEMENT APN 42209-54-00097 _
ABY ABOVE FLUOR FLUORESCENT REBAR REINFORCING BAR
AC ACOUSTICAL FT FOOT or FEET REF REFERENCE OR REFRIGERATOR
AN ADJACENT FTG FOOTING REFL REFLECTED
ADJT ADJUSTABLE REINF REINFORCED or REINFORCEMENT
G GAS OR GROUND �_-�"��„�--•.-+�----.°A=
ALUM ALUMINUM GA GAGE or GAUGE REO'D REQUIRED
ARCH ARCHITE(T/ARCHITECTURAL GAR GALVANIZED) REV REVISION,REVISED
AVG AVERAGE GD GRADE RF(RFG) ROOF(ROOFING) -
BLDG BUILDING GL GLASS RM ROOM,ROOF MEMBRANE
BM BEAM OR BENCH MARK 6l8 GLU-JAM BEAM S SOUTH c
BOT BOTTOM S F SQUARE FEET 's
BSMT BASEMENT GRD GROUND SAN SANITARY
(M U CONCRETE MASONRY UNIT GYP BD GYPSUM BOARD SCHED SCHEDULE \,
CW COLD WATER HB HOSEBIBB SERV SERVICE k -
CAR CARPET H/( HALFCIRCIf SHTG SHEET(SHEETING) / '\ -10'SIDESETBACK =
CAB CABINET H Y A C HEATING,VENTILATING 8 AIR COND. SIM SIMILAR
CLG CENTERLINE H W HOT WATER S.P. STOVE PIPE •r
HC HANDICAPPED x.
CLOS CLOSET HGR HANGER SPEC SPECIFICATIONS
(LR CLEAR NOR HORIZONTAL SPQR HD SQUARE SPRINKLERHEAD / ! ` / \
COL COLUMN HT HEIGHT L (E)LEECH FIELD
(ON( CONCRETE HTG HEATING STD STANDARD I e
STL STEEL ` •----•x y
CONSTR CONSTRUCTION NTR HEATER STOR STORAGE TREE LINE
CONT CONTINUOUS INFO INFORMATION �.' 1QY J?0
CONTR CONTRACTOR LIST I-JOIST STRUCT STRUCTURAL �\ �': \ 0 R N
SIM SYMBOL \ (E)TANK SEPTIC SYSTEM(APPROX.)
COORD COORDINATE INSUL INSULATION or INSULATING SYS SYSTEM ( ) A Pn N
P STEPS
CORR CORRIDOR INT INTERIOR TO? TOP of???7
IT CERAMICTILE LAV LAVATORY
LBS OR# POUNDS TEL TELEPHONE
CTR CENTER THR THRESHOLD \ —
CU CUBIC LSL LAMINATED STRANDED LUMBER TJI TRUS JOIST I-JOIST
D DEPTH or DEEP LVL LAMINATED VENEER LUMBER TYP TYPICAL 10'SIDE SETBACK
DBL DOUBLE LT(LTG)F LIGHT(LIGHTING)FIXTURE
MAS MASONRY UNO UNLESS OTHERWISE NOTED
DEM DEMOLISH MAX MAXIMUM YIN VINYL
DET DETAIL MECH MECHANICAL VB VAPOR BARRIER
DIA DIAMETER J r f
DIAG DIAGONAL,DIAGRAM MISC MISCELLANEOUS YTR VENTTHRUROOf
DIM DIMENSION N T S NOT TO SCALE YWC VINYL WALL COVERING PROPOSED WORK AREA -^ \-
N/A NOT APPLICABLE YERT VERTICAL \ f E CABIN
DN DOWN W WIDE,WIDTH,OR WIRE % O
NOOR# NUMBER /ELECTRICAL
DR DOOR WC WATER CLOSET / SERVICE
DWG DRAWING NOM NOMINAL
E W[ ELECTRIC WATER COOLER o r. ON CENTER W/(W/O) WITH(WITHOUT)
OD 0 TSIDEDIAMETER WDW WINDOW WATER
EL ELEVATION f ELEC ELECTRIC/ELECTRICAL OFF OFFICE
)DECK P Y E F' SERVICE
OPNG OPENING i
EQ OR= EQUAL � � � ( _
• APPLICABLE CODES: -
1.All construction shall be in accordance with the minimum of the latest adopted edition of the 2021 IBC,IRC,IFC,IMC,UPC,UAC,
International Building Code(IBC)and all of the[owl building ordinances,with the most stringent IECC,IWUIC,WSEC L ' y0 J
condition governing.
2.The contractor shall verify all dimensions and current conditions on the plans before commencing work DEYfrBLLBQIBIA: ) s `^ .te t \ i +,✓ { �/ —(E)STORAGE SHED a
and the designer or engineer shall be notified of such discrepancies. Roof Snow Loads: 55 psf
w (E)DRIVEWAY /
3.The contractor shall provide all measures necessary to protect the straclure,worker;and oil other Floor Live Loads: 40 psf / ,,,- •.� ,3�s`y �J W
persons during construction. Deck Lire Loads: 60 psf 1 / �+ ��'"Z n 2_ r /
4.In the event certain features of the construction are not fully shown in the plans or called for in the
notes or specifications,their construction shall be of the similar character as for similar conditions that ZONWGe
are shown orcalled for and shall be reviewed by the designer,engineer and owner. Zoning: RRS ! j fill` `mot •/ « '`� N
5.In the event that discrepancies are found on the pions after construction has begun,the designer shall r / xb' rp .,, •,5' `-"'s j- ,r'� •5 t j Q
not be held responsible for any construction fees or costs associated with this project at any time. f'• ` `w1 i '+ , z IK1 _
6.All information provided on these plans shall be verified by the contractor prior to beginning
construction or ordering material.
j 20'FRONT— J•� ;� i /.x� � `W
SETBACK /'
SHEET INDEX �•� i �' - ✓ �1�5 N
NO. SHEET TITLE
C-001 TITLE SHEET AND SITE PLAN 4. �%` -- y pR�`lE W
0 1 CONSTRUCTION NOTES
AE-0101 EXISTING FLOOR PLANS AND ELEVATIONS
AE-103 EXISTING FOUNDATION AND ROOF PLAN ~
A-101 PROPOSED FLOOR PLANS
A-103 PROPOSED FOUNDATION AND ROOF PLAN
A-201 PROPOSED EXTERIOR ELEVATIONS -
A-301 BUILDING SECTIONS r SITE PLAN
A-501 CONSTRUCTION DETAILS
A-502 CONSTRUCTION DETAILSfor 3
, J SCALE:7"=10' SFR RENOVATION _
E-101 ELECTRICAL PLANS '.� .,,�---r---�- ~� � t,
C , ROQUE FAMILY
51.1 CONCRETE DETAILS& NOTES
561 N Mountain View Drive
S1.2 WOOD DETAILS&NOTES 1\ PRQjErT INFO RMA N Hoodsport,WA 98548
S2.1 FOUNDATION/FLOOR&ROOF FRAMING PLANS -- SCOPE OF WORK SINGLEFAAULYDWELUNG APN42209-54-00097
[ROJECr LOCATION
1 > 1 RISDICTpN MASON COUN s"srw
WATER SEWER MUNIOPAL SEPTIC
TILME E R GA
._,�� OC UPANCY R-2
V-B�' TYPE OF CONSTR N
LOT SIZE 0.23 ACRES C'-001
LOT OVERA ALL WAB d1 1/21/2024
BUILDING FOOTPRI a 982 SF
CONDITIONED SPA E 1 047 SF
VICINITY MAP STORIES 2
BUILDIN HEI HT 9-4 WABLE4
FIRE SPRINKLERS I NO
NOT TO SCALE