HomeMy WebLinkAboutBLD2024-00855 SFR - BLD - 7/17/2024 Permit No: 4 l ZC�-I -
MASON COUNTY RECEIVED
COMMUNITY DEVELOPMENT JUL 17 2024
N Permit Assistance Center, Building,Planning
BUILDING PERMIT APPLICATION 615 W. Alder Street
PROPERTY OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME:Jack and Alisha Killman NAME:
MAILING ADDRESS: 1546 Reservation Rd. MAILING ADDRESS:
CITY:Olympia STATE:WA ZIP:98513 CITY: STATE: ZIP:
PHONE#1:757-897-2328 PHONE: CELL:
PHONE#2:757-897-7044 EMAIL : .
EMAIL:LTKILLMAN@HOTMAIL.COM L&I REG# _EXP.
PRIMARY CONTACT: OWNER❑ CONTRACTOR ❑ OTHER❑
NAME NICK SANDOVAL EMAIL NICK@WILLIAMS-ARCHITECTURE.COM
MAILING ADDRESS PO BOX 102 CITY SHELTON STATE WA ZIp 98584
PHONE 360-426-0511 CELL
PARCEL INFORMATION: �0 ^ � "
PARCEL NUMBER(12 Digit Number) 42135x-99-eeW ZONING
LEGAL DESCRIPTION(Abbreviated)(,'UAA (CIto- 1J r— PLL 20 0 PJA •Z5FIRE DISTRICT
SITE ADDRESS TBD VA/ Cl uu- UA-v,E - _ CITY Ir1
DI CTIONSJO SITE ADD S r OLIf'
t v + hq v
ITTIVE PROJECT WITHIN 300 FT OF SLOPE(S)GREATER THAN 14%: YES[] NO ❑ SNOW LOAD: 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 0 ADDITION ❑ ALTERATION ❑ REPAIR❑ OTHER ❑
USE OF STRUCTURE(Residence,Garage.commercial Bldg,Etc)RESIDENCE&ATTACHED GARAGE
IS USE: PRIMARY 0 SEASONAL❑ NUMBER OF BEDROOMS 1 NUMBER OF BATHROOMS)Q
HEATED STRUCTURE? YES(Whole Bldg) ❑ YES(Part[s]of Bldg) ❑r NO ❑
DESCRIBE WORK CONSTRUCT NEW RESIDENCE AND ATTACHED GARAGE ON VACANT LOT
S UARE FOOTAGE: (proposed)
ST FLOOR 1052 sq.ft. 2ND FLOOR sq.ft. 3RD FLOOR sq.ft. ENCLOSED PATIO 134 SF,'
DECK sq. ft. CO:VE�D �CK6 �sq�ft STORAGE ATTACHED SHOP _sq. ft.
GARAGE`I sq.ft. Attached 0 Detached❑ CARPORT sq.ft. Attached❑ Detached❑
OME INFORMATION: *4 COPIES OF THE FLOOR PLAN REQUIRED*
MAKE MODEL LENGTH
WIDTH BEDROOMS BATHS SERIAL NUMBER
ENVIRONMENTAL HEALTH:
SEWAGE/SEWER SOURCE: SEPTIC SEWER❑ / NEW EXISTING ❑
PLUMBING IN STRUCTURE? YES El NO ❑ If yes, attach completed Water Adequacy Form
PERIMETER/FOUNDATION DRAINS PROPOSED? YES 0 NOD EXISTING SQ.FT.
EXISTING BEDROOMS 0 PROPOSED BEDROOMS 1 TOTAL BEDROOMS 1
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 CODE 14.08.42)
X -- 7-1 1-24
Signature of AGENT Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT
PLANNING DEPARTMENT
FIRE MARSHAL
PUBLIC HEALTH
Permit No:
MASON COUNTY
COMMUNITY DEVELOPMENT
oN C Permit Assistance Center, Building, Planning
PLUMBING & MECHANICAL PERMIT APPLICATION
OWNER INFORMATION: CONTRACTOR INFORMATION:
NAME:Jack and Alisha Killman NAME:
MAILING ADDRESS: 1546 Reservation Rd. MAILING ADDRESS:
CITY:Olympia STATE:WA ZIP:98513 CITY: STATE: ZIP:
V PHONE:757-897-2328 PHONE: CELL:
2°d PHONE:757-897-7044 EMAIL :
EMAIL:LTKILLMANQa HOTMAIL.COM L&I REG# EXP.
PARCEL INFORMATION:
PARCEL NUMBER(12 Digit Number):42135-50-00047 Zoning:
LEGAL DESCRIPTION(Abbreviated):CLEAR LAKE TRACTS PCL 20 OF BLA
SITE ADDRESS:TBD CITY:
DIRECTIONS TO SITE ADDRESS:
Take HWY 101 N FROM DT SHELTON. LEFT ON W. CLEAR LAKE DR. SITE IS ON RIGHT
TYPE OF JOB:
NEW F-7-1 ADD=ALT=REPAIR=OTHER=USE OF BUILDING RESIDENCE
LOCATION OF FIXTURES/UNITS—1 sT FLOOR=2ND FLOOR=BASEMENT=GARAGE OTHERO
PLUMBING FIXTURES(SHOW NUMBER OF EACH) MECHANICAL UNITS
Type of Fixture No.of Fixtures Fees Fuel Type:Electric=PGONatural Gas=Ductless0
Toilets IV 1,7 Type of Unit No. of Units Fees
Bathroom Sink Z= Furnace 1
Bath Tubs Heat Pump 1
Showers 1 Spot Vent Fan
Water Heater 1 Propane Tank 2
Clothes Washer 1 Gas Outlets
Kitchen Sinks 1 Wood/Gas/Pellet Stove hL
Dishwasher 1 Kitchen Exhaust Hood 1
Hose bibs 3 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
7-11-24
Signature of,Aenceir Date
DEPARTMENTAL REVIEW APPROVED DATE DENIED DATE TAGS/NOTES/CONDITIONS
BUILDING DEPARTMENT ('AEG 5�-Z 2
PLANNING DEPARTMENT
FIRE MARSHAL
Rev: 1/27,/2016 AN
WAT -Zb2`+ - b
MASON COUNTY
COMMUNITY DEVELOPMENT RE
CENEU
Permit Assistance center,Building,Planning JUL 17 2024
415 N 6th Street, Bldg 8, Shelton WA 98584,
Shelton: (360)427-9670 ext 400 Belfair: (360)275-4467 ext 400 4• Elma: (360)'@2l_&*AxP"er Street
FAX(360)427-7787
Application for Determination of Water Adequacy
Instructions
1. Complete Part 1. No determination can be made until Part 1 is fully completed.
2. Complete only the portion of Part 2 applying to the type of water connection utilized.
3. Submit completed application, with any required attachments for review.
4. An approved building site plan must accompany this application.
Part 1: Applicant/ Parcel Identification
Name on Applicant: Jack and Alisha Killman Date: 7-11-24
Mailing Address: 1546 Reservation Rd.,Olympia,WA 98513 Phone: 757-897-2328
Parcel Number: 42135-50-00047
Type of Water System J Building Reason for Application
L� I�J►C�,�Z`-�- ���'�7✓�
❑ Public/Community Water System (2 or more g permit
connections) ❑ Division of land:
p Individual water source (one connection), #of Parcels? SPL
El Well ❑ Boundary line adjustment
❑ Spring/surface water ❑ Other(explain)
❑ Other (explain)
❑ Replacement or Remodel (please indicate name
If you have more than one residence connected of water system below if applicable—no
to this well, check the Public/Community Water signature required)
System box.
Part 2: Water Connection Information
Complete the section appropriate for the type of water connection being evaluated:
Public Water System
Name of Water System:
Water Facility Inventory (WFI) Number:
(write "none" for two-party)
❑ 1 am the manager of this water system. The water system has been approved for services.
There are presently connection(s) in use. This will be the connection.
❑ 1 am the manager of this system. This connection will be to upgrade or change the use of an existing
connection on this system (i.e.: recreational to full time). Please indicate on the following line the nature
of this change:
This water system is able and willing to provide water to this (these)connection(s)without exceeding
the limits of the water system or any limits set by state and local regulation.
Signature of Water System Manager Date 7-11-24
This form may be scanned and available for public view at www.co.mason.wa.us.
J: EH Forms Drinking Water Revised 1/25/2018
.,..� A I (/�
Name�� 1't1.19Lo1 Kll1$L4^- Parcel# t 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) X 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/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-
described property for review and inspection as ma Pe required.
X Owner gen Contractor(circle one)Date:7-1 -24
Page 2 of 2
r Name Jack & Alisha Killman Parcel# 42135-50-00047 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 =
X = 3783 Measurements for buildings are taken at the
X _ perimeter of the farthest projections (example:
eaves/gutters)
X =
Driveways X =
GRAVEL DRIVE X = 4907 Length of drive begins at the right of way
CONC APRON X = 736
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
X = development is greater than 2000 square feet a
Small Parcel Stormwater Site Plan is Required
Total Impervious Surface Area (sum of all areas) 9426
If the "f'otal Impervious Surface Area is LESS THAN 2000 Square Feet, please read,acknowledge and sign below.
Based Upon the information you have provided a Stortnivater 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 wne Agen Contractor(circle one)Date:7-11-24
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.
Pagel of 2
WILLIAMS
ARc.H I TIC cT�RI�
001 W.RAILROAD AVE
P.O.BOX 102
SHELTON.WA 98564
PH:(300)426-0511
PROJECT NUMBER
2023028
PROJECT TITLE
APPROX ROAD EDGE
20'SIDE SETBACK TYP.
'1 7 NEW(2)UV GAL.PROPANE TANKSt106'-0"TO WALL W DUCTLESS FEAT PUMP-VERIFY LOCATION W/004ER
FO
COVERED SCREENED PORCH
I f 40'ACCESS EASEFENT 9 ;� M4 SF
SEPTIC TAW,9 _
I I I I EXACT Z LOCATION TO BE COPFIRL-ED / \
i AND I RESERVE IELD j C� \ c
I I PER APPROVED /DESIGN 100'WELL RADIUS j
_ \
50'WELL RADIUS
W I I 25 FRONT \ �/ F
>_ , SETBACK 1 i
FROM EASEMENT J .�.:;':. � _
W ( I N / \ 50'MIN.SETBACK O T s
FROM OINI NIL +
NEW SIDE / j — _ \\ o H 3
Q j SHOP
Lu 14a.8F NEW _ — z
_ / 4 0 W
SF z
r.n
co�POOCH \ D06tH6 WI91/ It FUTURE � / // = Q ui
� '^'0N \ / / RESIDENCE, / Go ,wUNDE
PAARATE �j��j v
IT
EXACT i Q W
/ F'LACEPIENT /// W J
SIZE TO BE \ ' Z w
�► ___ ___ / _1 DETERMINED \ \
APPROX.ExiSTMG
`DRIVEWAY ACCESS /\) 1
t0 Roao �_ --___ _ =a= 41N7 REGISTERED
CLEAR LAKE A0 ITT CT
s98'-6G TO EAVE •we
rei'-r TO WALL VEL DRIVEWAY- 573.51`
sraTl¢NK w�sRlnctor+
NEW GRA �
VERIFY EXACT FUTUIF SEWN LINE AND �� T ` 1 REVISIONS
CQFICLIFATION TRANSPORT LINE
PER SEPTIC DESIGN- ` 'AbwRI
VERFY EXACT N V4 WATM(OW
LOCATION
FUTURE DRIVEWAY
-EXACT COPFKaURA.TION /
TO BE DETERMINED
SEPTIC TAW LOCATION /
TO BE COWIRMED
SHEET CONTENTS
NOTE` SITE PLAN
NEW RESIDENCE TO BE CONVERTED TO ADU
AT TIME OF FUTURE RESIDENCE PERMRTING
PARCEL NO.: 42135-50-00041
SITE ADDRESS: TO BE DETERMINED
CLEAR LAKE,LOT 20
DATE
1-8-24
DRAWN BY
N.S.
CHECKED BY
LA.W.
SITE PLAN SHEET NUMBER
SCALE: I" ■ 30'-0..
NORTH A 1.0
OF 8
F840N1CT10N OR FFAW OF TTESE
DRAWINGS WRTIDff WRITTEN
P8mmaTaARp1w8PRmT®
Les
ZINGS ARE GENERAL AND ALL NOTES MAY NOT APPLY TO THIS PROJECT. 23.Install carbon monoxide alarm outside of each separate sleeping area In the immediate vicinity of the bedrooms
GS FOR SPECIFIC REQUIREMENTS. and within bedrooms containing a fuel-fired appliance or having an adjacent bathroom with a fuel fired appliance. _ _
tes are general In nature and do not set out all code requirements.it is the responsibility of the 24.All electrical work shall conform to the National Electrical Code,State of Washington Electrical Code and
it to be familiar with the requirements of the codes. local codes.
ruction to conform to the 2021 International Residential Code(IRC),local codes,state codes and 25.Plumbing and mechanical work(heating)shall conform to national,state and local codes.
Washington State Energy Code.
igs shall be placed on fill unless specificallysnowed by the architect or atstructural26.All hose bibs shall be freezaproof and have an approved vacuum breaker.l engineer.
27.Install a 6 trill polyethylene vapor barrier on the top of the ground in the crawispace.Provide a code approved - WILL I AM S
gs to be minimum 12'below finish grade,per IRC R403.1.4. Class 1 vapor retarder If called for on drawings.
able R402.2,concrete strength for general use In footings,foundation walls,basement walls, AR•e H 1 Tf=e-TURF=
28.Caulk,weatherstrip or gasket around all windows,exterior doors,utility penetrations,end.to limit airN- t
br or covered stabs is to be 2,500 psi minimum; Infiltration per Washington State Energy Code and IRC.Provide flashing at top per SMACNA Sheet Metal
exposed to moderate weathering Is to be 3,000 psi min. Manual. 2 601 W.RAILROAD AVE
48"diameter anchor bolts with 3"x3'hr114"bearing plate washers at 4'-0"on center.No less than 2g Instal!insulation deflectors in attic at soffit wants to assure proper ventilation. P.O.BOX 102
h section of mud sill and within 12"of each mud sill end.Unless shown otherwise on SUuctuml I;i. i SHELTON,WA 98584
30.All windows within a 24"radius of a door,or closer than 18'to the floor,glazing adjacent to stairway landings - -- - I i PH:(380)426-0511
and ramps,and within 36"horizontally of walking surfaces and within 60"from the bottom tread on stairs;
thenvise noted,the following
grades of framing lumber shall be used: and glazing in wat areas 60"or less from the waters edge shall be safety glazing. - - --
ams shall be No.2 or better Douglas fir-larch �-
ams shall be No.1 grade Douglas fir-larch 31,Each bedroom shall have on egress window or door conforming to the current International Residentialin beams shall be combination 20,V4 grade(24f,V8 grade K cantilevered) Cade.Operable windows openings more than 72'above the adjacent grade or surface and are within 24" --- -
and roof joist and rafters shall be No.2 grade hem-fir or Douglas fir-larch unless otherwise noted of the finish floor shall be provided with fall prevention devices or opening limiting devices conforming to the
In shear walls and studs connected to ho!downs shall be No.2 Douglas fir-larch IRC. - PROJECT NUMBER
shall be stud grade or No.2 hem-fir,Douglas fir-larch,or SPF 32.All windows shall have glazing as shown on the window schedule;see - _ - '' 2023026
fherwise shown,headers over exterior openings and over openings in Interior bearing walls shall window schedule for further information prior to ordering windows.
3.2 or better Douglas fir-larch. PRAT T E
33.Heat pumps and Tumacns,and their Installation,shall conform to the Mechanical Code and the Washington
connectors shown on the drawings shall be Simpson Strong4le Connectors,unless otherwise State Energy Code.Provide high efficiency heat pump If called for In the drawings or on the window
:e only approved connectors for treated materials. schedule.
arameters 34.Provide dryer went to exterior per code.
is: Earthquake Zone = D2 35.Owner or contractor shall provide manufacturer,model number and sizes of heaters,furnaces and beat
= 25 PSF Exposure Category= B
= 40 PSF Wind Speed 110 MPH(ASCE 7-10) pump units along with efficiency rating(HSPF)to the Building Department.
60 PSF Soiling Bearing Capacity on firm, 36.Owner or contractor shall supply bathroom,utility and kitchen fan sizes,manufacturer and model number
ids: undisturbed soil - 1,500 PSF to the Building Department.
= 15 PSF Concrete Design = 2,500 PSI12 PSF 37.Whole house ventilation fan shall be controlled by a timer switch or dehumidifier control with a manual
rF 10 PSF •Notify Architect if actual site conditions override switch unless otherwise shown on drawings. _ \
12 PSF vary from the conditions listed here. 38.All exhaust ducts shall conform to the Energy Code for diameter,lenq_M of run and number of elbows.
Its,beams,Joists,exterior stair framing and all railing members shall be of approved naturally insulate to a minimum of RE.
Ipecles or pressure preservative treated wood.Contractor to verify that the material or finish on 39.Where shown on drawings,provide tested outdoor air inlets of minimum of 4 square inch in each living area, _ '~ - - "�
ancilor connectors are compatible with treated wood for decks,treated sill plates,eta " '
P P sleeping area,cooking area and eating area.Inlets may be integrated with window Names or through-wall
god and oriented stand board(OSB)and application to be in accordance with American Plywood vents.Indicated on plan as Cd.
ion standards and the current International Residential Code.
40.The architect is not responsible for site conditions.This includes soil bearing capacities,slopes,surface or
Ind,full depth blocking at all bearing points at joists and rafters un:ass manufacturer specifies subsurface water condtdom or any other subsurface conditions.Notify architect of any deficiencies
e.
encountered. -`
iolid fireblocking around tubs and showers. 41.Provide an approved duct system and whole house air!eakage test as required by the Washington Ste'»
Energy Code.
hown otherwise,provide a 30"x18"crawlspace access in location indicated or"required by code. 42 Provide the followingin order to conform to the Energy Credit re uirements of the Washington I -i rgy q rgton State Energy -
!2"x30"attic access(N applicable)in location indicated or as required by code. Code.
1 height shall be T-0"high.Handrail height shall be 34"-38".Handrail required on at!east one ENERGY CREDITS:1052 SF PROPOSED<1500 SF,5 CREDITS REQ'D i f
i stairs with three or more risers.Guardrails required on all landings and decks mom that 30" HEATING OPTION 4:3 CREDITS a-. •. j . % \/ Z
or or grade below.Picket spacing on guardrails shall not allow a 4"sphere to pass. FOR HEATING SYSTEM USING A HEAT%MAP THAT MEETS FEDERAL STANDARDS I i
-._ - .'
r height shall be maximum 7.U4".Treads shall be minimum 10'.Stairway width shall be FOR THE EQUIPMENT LISTED IN TABLE CM3.32(2)OR C403.S.2(9)minimum
Ill-
,ids illumination for all stairs and landings.Minimum required head height at stairways is 6'-8". OR Z
AIR TO WATER HEAT PUMP UNITS THAT ARE CONFIGURED TO PROVIDE BOTH x =
s,woodstoves and fireplaces,and their Installation,shall cortorm to the current International HEATING AND COOLING AND ARE RATED 0M ACCORDANCE WITH AHRI 5501590 UU0 H
lal Code.Provide seismic bracing for chimneys per code.Owner shall provide contractor with IL ,Cc
at
and woadstove specifications and setbacks. 1.1 EFFICIENT BUILDING ENVELOPE:0-5 Q Initial
sheet metal flashing as required for a water tight job including at all window and exterior PRESCRIPTIVE COMPLIANCE IS BASED ON TABLE R4021.3 WITH THE FOLLOWING =
ds.Conform to details In the SMACNA Sheet Metal Manual. MODIFICATIONS: r4 2-6• B 2-6• M G
A water P&T valve to exterior and provide sheet metal pan as required by code. VERTICAL FENESTRATION U=022 li FI. Z
Z H
3.6 HIGH EFFICIENCY HVAC EQUIPMENT:IA ? Q W
0 volt smoke detector with battery backup in each sleeping room,each corridor giving access to _ W =
rooms,and one on each level not containing sleeping rooms.Interconnect all smoke detectors. AIR-SOURCE CENTRALLY DUCTED HEAT PIMP WTM YNM1M HSPF 2 OF 8.4/i1SPF OF 11.0). DB GUTTER DRAINS TO V Z H
A CENTRALLY DUCTED AIR SOURCE COLD CLIMATE VARIABLE CAPACITY HEAT PUMP 1 in/
abbreviations (CC VCHP)FOUND ON THE KEEP CC VCHP QUALIFIED PRODUCT LIST WITH A I 2 LOOS, W 4i LL
MINIMUM OF 9 HSPF 2(10 HSPF)MAY BE USED TO SATISFY 7MS REQUIREMENT. 1[I
Anchor Bolt FDN Foundation R Radius IN AREAS WHERE THE WINTER DESIGN TEMPERATURE AS SPECIFIED IN APPENDIX OS. M
RC IS 23-F OR BELOW,AN AIR SOURCE CENTRALLY DUCTED HEAT PUMP SHALL BE W
Air CondRioning FF Finished Floor R&S Rod&Shalt DB' i 1 A COLD CLIMATE VARIABLE CAPACITY NEAT PIMP AS L16T ED ON THE NEEP QUALIFIED PRODIAA.T LIBr.AcousticalFIN Finish,Flnished REF Refrigarato;Additional FfXT Fixture REINF Reinforcement, TD QUALFY TO CLAIM THIS CREDIT,T E BUILDM PEHfT DRAWINGS SHALL SPECIFY GutfEyt __" WAdjust,Adjustable FIR Floor Reinforce THE OPTION BEING SELECTED AND SHALL SPECIFY THE HEATSIG EQUIPMENT TYPE D,g, TO LOWEIc ROOF P!ZT
AND THE MINMUM EQUIPMENT EFFICIENCY. ---
Above Finished Floor FLUOR Fluorescent REQ Require,Requlrad tFND Foundation RM Room LAR TUBE AS SELECTED Br OWNER
5.3 EFFICIENT WATER HEATING:0.5 ------- 3)LOCATIONS
Aluminum FT Foot,Feet RO Rough Opening ?�- A
TERED
Approximate FTG Footing WATER HEATING SYSTEM SHALL INCLUDE THE FOLLOWING: Y-O" TECTArchitect,Architectural FURN Furnace SD Smoke Detector ENERGY STAR RATED GAS OR PROPANE WATER HEATER WITH A MINIMUM UEF OF 040 ON. I LOWER A W-WED ROOF EAvE BELOWAsphalt SECT Section TO QUALIFY TO CLAIM THIS CREDIT.THE BUILDING PERMIT DRAWINGS SHALL SPECIFY L Wu 12.r'ETAL ROOFING PANELS
Average GALV Galvanized SF Square Foot THE OPTION BEING SELECTED AND SHALL SPECIFY THE WATER HEATER EQUIPMENT i I, oSER ELEv. aYt�Erlt PER t1FR
GL Glass SHT Sheet TYPE AND THE MINIMUM EQUIPMENT EFFICIENCY. SEE ELEV, S-T-ATBedroomGL SLK Glass Block SHTG Sheathing - - - 642SieT
Between GYP BD Gypsum Board SHWR Shower _
Building GINS Gypsum Wallboard SIM Similar ^�
I
Blocking STD Standard `� REVISIONS
Beam HB Hose Bibb STOR Storage _-- I I I ) r-O•
Bearing HDR Header STRUCT Structural
Basement HOR Hanger
HORIZ Horizontal T&G Tongue&Groove CS.BELOW
Cabinet TEMP Temporary,Tempered I I I I +
Cubic Feet IN Inch N Television I
Ceiling INSUL Insulation TYP Typical
Clear INT Interior - D 6¢ I I I'-0•
Carbon Monoxide Detector I I I OH. SHEET CONTENTS
Cleanout J-BOX Junction Box ¢ I UPPER WALL ABOVE
ROOF e2y¢ a4- GENERAL NOTES
Column JST Joist UNFIN Unfinished GUTTER DRAINSI
romposklon LION Unless Otherwise Noted Symbols TO LOWER ROOF I' I III I GUTTER DRAINS TO LOWER ROOF ROOF PLAN
Concrete LAM Laminate,Laminated UNO Unless Noted Otherwise -2 L005. POST BELOW
Connection LAV Lavatory V volt ivr VENTED WINDOWS � FLOOR OUTLET D ROOF EAVE BELOW I
Continuous,Continue LIN Linen VAC Vacuum TAL lit F!NG PANELS
:ssement LL Live Load VERT Vertical - -----{ WINDOW SIZE IN FEET AND INCHES I:L F WATERPROOF ELEC.OUTLET PER rs1¢-SEE ELEV.
Cubic Fcet 30 50- (3'-0'WIDE x S-0"HIGH) CEILING MOUNTED LIGHT FIXTURE I ( I r2'.!'12
Cubic Yard MAX Maximum WIO Without S.H. SINGLE HUNGIVERTICAL SLIDING WINDOW � WALL MOUNTED LIGHT FIXTURE I i I 2 2
MIN Minumin WH Water Heater H.S. HORIZONTAL SLIDING WINDOW -
Double MISC Miscellaneous WIN Window RECESSED CAN LIGHT FUTURE
D.H. DOUBLE HUNG WINDOW ® E i 6:¢ I I E DATE
Demolition WP Waterproof,Weatherproof ® CEILING MOUNTED FAN
Department NATL Natural CSMNT. CASEMENT WINDOW ® �-8-24
Detail YD Yard THROUGH WALL FAN I � I ROOF ON.TYP.
Double Hun OBSC Obscure AWN. AWNING WINDOW h�oocc CEILING MOUNTED FAN AND LIGHT ,;j, I DRAWN BY
g 7tt D.S.D BELOW 9 I LIFE aF WALL FJELOW
Diagonal OC On Center B.V. BOTTOM VENT-FIXED TOP PANE WALL SWITCH D.S. i0 I ROOF CRICKET N.S.
Diameter OHD Overhead Door WIHORIZONTAL SLIDER AT BOTTOM I I I ) I I I I I
Dlmenslon OPG Opening FXD. FOIEDIPICTURE WINDOW .-& 34MAY WALL SWITCH SEE ELEv. CHECKED BY
Dead Load OPP O site -4 4-WAY WALL SWITCH !- ----- -T I I I I LINE OF WALL BELOW L.A.LU,
Down PPo DOOR SIZE IN FEET AND INCHES III �.. ;i
TELEPHONE OUTLET .. PREFo12-ED GUTTERS SHEET NUMBER
Downspout P.LAM Plastic Laminate (Y4"WIDE) TELEVISK)WCABLE OUTLET i 4 MATCHNG DOWNSPOUTS
Drawing PERP Perpendicular 26
PL Plate oil CENTRAL VACUUM OUTLET
Each PLYWD Plywood DUPLEX 110V OUTLET _r D9.TO LOWER ROOF
Electrical PREFAB Prefabricated -+ THERMOSTAT A 1■
Elevation POUR Power #7 QUAD.OUTLET 4V
$ 220V OUTLET SMOKE DETECTOR DS-
EquaI 3X HALF SWIT HC ED OUTLET CARBON MONOXIDE DETECTOR A Ox ROOF PLAN OF
Equipment SPECIAL HARDWIRED CONNECTION NOTE` UNOR OM.TTP. 1
FOR PP40,OOEE iCR1CKET�W/�25-�QoP LINO. SOALE= �i" ' I'-0" PLAN NORTH LT OR D RgRNGS WITHOUT WRITTEN
Each Way
Existing UNDERLAI'MENT PER r-M NORTH ulew59pl10Ft!IEµCHW61=R"TED
h
0:.
ADJUST SLAB HEk5WT THIS AREA �. NEW 6.6 POST ELEVATED TYP BA6E !n
B A9 REQ'D.FOR ROLL-M SHOWER B'-D -10• (2)LOOS. w
4 TILE PNISH
SCREENE PATIO , I W ILL I AM S
ARcHITf=cTUR�
Y 4•C4NC.SLAB
�..... h'•I•r:R�. FOOTING PER STRUC. 601 W.RAILROAD AVE
4•CONC.5LABe I AWAY FIB71'1 BLDG� �.. P.O.BOX 102
-SLOPE k.•PER I.T. :�
, Y FRA.1 pLp� SHELTON,WA 98584
— — — PH:(360)426-0511
EL. mom'
TOP cF CONC.WALL � - — — — — — � � I I PROJECT NUMBER
2023028
- - - - - - - -
r PROJECT TITLE
I I I I Id
RESIDENCE I..
II I I I 0 EL O'w'
I k .•Ca+c."AD —_
J I I Z
L8 :RETE(WA:7 BEOWDPFTER CFD)---
f I J
zo
fill
SHOPLOW POINT OF SLAB - . .- 'IL/ IL {U)`4x CRlO.SLAB , `.. _ FoorNG PER 9TRUC =FL`T
CQJG STET?WALL / . 4'CONC.SLA5F/AY FFIdPE�T1 MDO. x
_ o
--6•x 17•COW. i k.ca'r--sn"WAu I—
W
P6t 6 T1fP.0 erloP UNG. �
' .. . V
Wks"POINT OF SLAB 3
/� _I I 6•x ST CCNT.FTC.16'GOIJC.STEH WALL Q
euwr Olb 1R AT DOOR AS IVEGD. PER STq G.TYP.
TO MATCH 5F10P eLA6 I - I I ?. � V
rr RIF) SLOPE
TO MATCH GARAGE•CsARAGE 40
T REGISTERED
_ SEE ELEv ARC IT"T
II II. II
GARAGE
C - - SPATE OF WASNINGTON
II II kl �
_ ~ REVISIONS
I I L 4'GQW_
eLohe VN'PER FT. 6
BLOCK OUT FOR&#M W DOORS TIP I TO111114W DOOFS 19
I1 lI + ji
— ——
SHEET CONTENTS
z, I I ARGI-IITECTURAL
FOUNDATION PLAN EL.-075' � I
LOW POINT OF SLAB
- DATE
4•C W-AFMN 1-6-24
-eLOPE w mm FL.. - DRAWN BY
AWAY PNIO'1 BLOC
/. CHECXED BY
B A i LAW.
SHEET NUMBER
ARCHITECTURAL V A2.0
2s'-61*•SHOP 34'-b107 � FOUNDATION PLAN Q ofRSWMTKM OR 8 _
e4'm•
SCALE: 114" - V-0" PLAN NORTH DRAWW.S WRHDUTWPoTrEN
NORTH PBUMOFTHENERWIRMI
_ _ _ e
— NEW bxi POST PER 811WUC A
2S'-6 1/2'SHOP 36'-S N
9
•'-6 V4' 3'-3 3/4' 10'-6' T'-7 3/4• '-2 V4
EXTERIOR �—2r&U44LL
XTERIOR NDW'!<
Y-Y 4'-7 9/4• 'i V4 •-8 3/4� � 4'-X•� - 4'-A• � � I'-X
FEAT MER E POD®4.4 NON-STRUC.VERTICALS POSTS TYP.
CONFIRM EXACT LOGITION WITH OUTER RESTNG CN PT AX6 SILL j
eW LOCATIONS
- 4'-S
4'-11/2' 1 " � WILLIAMS
SCREED PATIO I —STOPPED-IN SCIIENS DETLLEEN POSTS
1 TYP.3 SIDES ARCH ITI`GTU R7
- 1 I ROOF ABV.TYP. ''
— — — �. _ H01W.RAILROADAVE
2 •
2t 2@ s@ (3) I I P P.O.BOX 702
SHELTON,WA 98W
LIVM SPACE (2) 120 GAL.'1 - - HB. PH:(360)426-0511
PROPNE raacs 7 I _
9 CONFIRM LOCATION OUTER ♦ I + .. BE AM,
TIOlC. - I Y
TILE
Tilli
.:.- '� I CLOSET _
I WALK_
l1T OWSbS,a1S7SE1S T MBE
yX, . ..
I PROJECT NUMBER
I I IV Air 1 3--1- BEDROOM I 2023028
vAia.tED - o PROJECT TITLE
Nor S s�Rac J ;BATH r.m•
6 n '
WW S*Oom.TTP: ^ 9'-O•H.FLAT 28 I n
T LET I •�SS71" OPEN PKT 3S•VANITY F1CT
El
LR N O ® 214 UALLS
2xb WALLS S - - TYP. MIT.
1 (2)26 692 BARN DRS. ' S
I 21!CL6.JI21SM.241 OL.... /
STONE OR CULT.STONE I ADv TCRAT SFL : I I 1' N
WALL FRAMING PLAN DETAIL AT SHOP -NORTH VEFEEROPTON2 I �PPERG°B6"T,P. - r ®® ��
4 UV GOIJG CAP-SEE ELEV. ,_ �� � .: -. .` � � LOWER CADS.- I-
3CALE: 3" s P-9)" r PER DETAIL 2/A3.1RA#r I �NDOD DLI X. y.
G 0 FAN3 1. LIVING G s
.� sac l I -- --- " FA
Y p "I. I L -------------- i
KITCHEN I . I VAULTED — i
�- WW TE HOOgJpS, 9'-O•FL CLG. l Q
2.6 WALL A I-0' I I I 4"COIiG.SLAB-FLAT P.
FULL HT.STONE _ cPOWER WATER t SELLER 1 FLAT
OR CULT.STONE VENEER OPTION I SLIM OCHIMM JONEs TYP. FOR RV HOOIQIPB •CONDITIONED SPACE - F{ a Q
LIVING SPADE WE
F1EV. ALCM THIS WIALA_ 1 CLEAR 3'_0• U2• \�LINE OF CLG.BREAK ABV.
.AS DtlIECTED BY OYbSi1S
►-VISA-Vl'LVL F�Si 1_ REII. GABS. SPACE Fi¢AI DOWN 5
PEW 67RIC. P — ). •.. .. .. I 2�OR:. 7�big BAIBI i 9'-V"W.SOFFIT AT CABS.4 FP.KNIM BRACE S
ELECTRIC
wOw1s I bb WALL " PER 8710lC. 1 - AICJED 3@ bQ OPG. - FIREPLACE ml q
2 LOCS.
6'STEYI WALL DELOW i` I. - STACK PANTRY
SABB- DR ��// Z
1 , WSD G. `� uv LITE - i O
LOVER ROOF ABV. F
- 2 20'D.GAB.Q -3'-I I/3• 4'-O" - 3'-T" I'-X•' 3'-3 VI I SEE ELEV. a z
L_ ( 5'-b•CLG wr. . n••SOLAR T" CAD 5S K CABS. J 1/l• _
l3 LOCATIONS) u I D i 9
OP $ , I I UFv.ER r.1ea: O O ^O�' S a.O y 3 1 ,a v
FLEX
x J
1112 21�D. 9 w CL, POWDER R0�01'7. f".LEA -j
FLAT DETAIL 2/A2A7 FLAT 9'H.GL6 T{AT 9'R 0.G 2x6 WALL T.WALL NNL TYP. Q Q O
_ I 3@ I. -3Q VAULTED.. I •1�,s.EXT.WALLS ONLY
WALL PKT. - I.PKT. - bxb POST PER STRJC. Q J
W RIGID NSUL..RE IRENCE OILY W-2 - - �. I WRAP W/CEDAR 1. !F W W
31
POST 1N L PER 6T1R(C.,: AB. — - AND PROVIDE CAP. i
A I Z*WALLS PER 9TRUC. LToi I PER DETAIL 3/A3ID V Z LL
0ID0'FF
..T7P..'Exr.WALLS I �� W Q W
.6'AIWA!$DOOIM.ADOVE ., "� FAN 2x6 WALL W/RKaID INSUL — W
WIT L
. - .. - NO STEP EL.000' r w
GAFACaf _ r -- T---- Ix
— --- -- , HK.N POINT OF SLAB 3 3: // W
r'---+- rYr SLAB: — '1 ON-DEMAND PROPANE HILL.HTR - J ROOF ABOVE 1Y \� J
7ri XMLL 1... I. I AT DOOR AS tRG'D I WATER SOFTENER Z � V
LIE OF LOWER ROOF I I 1 I P
1 I + 1.. PER OUTER IAS
K i097RA'
ERED
TECTWALL FRAMING PLAN DETAIL AT GARAGE -WEST a I I 1 rKALE: 3" P-0I, ' I i. GARAGE � STAINWT N
1 �. wcoNDlnaED I o
2.6�'L 4'CONG SLAB REVISIONS
$ _ -SLOPE V..PER FT. C C 9
1 I TOWARD DOORS 6TORAf4[ e1 9 v
2ri Exr.WALL 7
TTT..'SFIOP w+v.
IVNG SPACE �. _ ...1. 1° .. I.. .-. r----------------- --,
F 1 1.
I . 1
ccwrtlaED WALL SET IR111 LJ.
r+4Ea o _ - Q,� µ,me -.. ;�. µ.me. .
ISM WNl eswl - OF CONC.STIS'I WALL _ — DOOR: — DOOR � t- _ .I- - .i $ FLOOR PSHEET LAN
S
— — — — — —i. 1 : I DETAILS
}' — 1 iL-019'
LOW POINT CIF GLASS -
1 FLOOR AREA TABLE
FLOORS Fl-OOR AREA
II T.R-5
EXTERIOR&DN PER ELEVATION TOTALLM SPACE 10 . . - — — DOOR _ J DATE
-CONTHICUS AT. •E Mm GARAGE 5w .
LIVN6 SPACE SHOP 1486 _
-�� an I.4 _ L 4•CON,.APRON DRAW BY
� 24
-SLOPE i4"PER FT. ®. N N.S.
61EATHlYa PER SECTION .. AWAY FROM DOORS - FLOOR PLAN CHECKED BY
FAN SCHEDULE 1
EXTERIOR � 1 - � � L.A.W.
' I SO POWDER ROOF SCALE: 14" • I'-0" SHEET NUMBER
"°'R'°GE 2 Be MUD Room ROOF
ALIGN CARA&E WALL FRN W/ 3 We RANGE HOOD ROOF I__.. - __-_ - PLAN NORTH A 2.1
calc GTem wAUEELow 4 10m DAtH WALL NORTH
II 4'•1 V2•
9 IECIa TOILET WALL e,_b• 13'_0" V-e IR• V'-2 3/4• O'-1 V4•
RUTEI®NOTE: ALL VALUES REPIffSENT 'IITTENT 2S'i V2•GNOP 74'-4•GARAGE
WALL FRAMING PLAN DETAIL AT SHOP -EAST -11 1ST RATES-SEE!RC FOR CONTINUOUS RATES O 5' 1O' 2O' OF 8
1EAT PUMP SYSTEM 15 TO PROVIDE WFIOLE HOUSE 93'-I0 VY RBMOd1CTIDN Eli RF1SE OF THESE
EXCHANGE RECi IREMENT9 PER WSEC DRAWINGS WUTHOUT WRITTEN
PBHSM0FIIEAi IlW6PW0T®.
EEC ROOF PLAN FOR OH DF4
I STRUCTURE FOR VARIATION•TPLM 4 RAVER
U°.
WILLIAMS
,. ARcHITr-_cTURe
Q 601 W.RAILROAD AVE
i r P.O.BOX 102
SHELTON,WA 98584
-- PH:(360)426-0511
pa 000III-
ARCH.COMP.SHINGLES OVER WDERLAYMENT
PER rm
514.10 CEDAR RAKE TYP.-SEE DETAIL I/A3ID
INSUL•COND.SPACE
HARDIE SHINGLE SIDING W/W EXPOSURE PROJECT NUMBER
INS•W"OL.
ITIGNED SPACE CEDAR TRIM BAND ttP.-SEE DETAIL I/A3.1
025
TRUSS OR RAFTER 2m23TLE
❑❑❑ ❑ ❑❑ ❑❑❑ GUTTER DRAINS TO LOVER ROOF
51er1 VE BARRIER _ PROJECT TITLE
PREFORMED METAL GUTTERS�MATCHING DOUNSPOUTS
-SEE STRUC. PANEL 5IDII W/2.CEDAR BATTENS•12"O.G.
_E ELEV. ❑❑❑❑❑❑ ❑❑ ❑❑❑ 5/4 x 10 CEDAR FASCIA P.-SEE DETAIL 2/A30
5/4 z b CEDAR WINDOW I DOOR TRIM ttP.
5/4x4 CEDAR COftdER TRIM TTP.
P.T. PED W DA
bxb PT POST PER STRUG.
WRA❑❑❑❑❑❑❑ P /CEDAR TRIM
-SEE DETAIL DA
4'CONC.UlALK W THICKENED EDGE
WE DETAIL °`Iw UPPER GLASS PANELS O'w°UPPER GLPANELS �IIV�IPzPCE1¢�GLA�se' DOOR
•ALE: 11/2" . 1'-0"
34•OR TYP.
FIP.9H4UGl.E ROOFMCP '.
ERLAYMENT PER FF- SEE ROOF
ROOF SHEATHRYP R VARIATION _ RESIDENCE ELEVATION
12
.. ..R-49 BATT Z
:CIICf.ED SPACES
D&. 1�------ ___-- _------- --------- --ate —�' -- ---_
CON
CONY.OVER TOPE rQ
EDGE NAILING FOUNDATION BELOW GRADE ttP.
45.TRUSSES•24.O.C. STONE OR CULT.STONE VENEER OPTION 2 UV
CON-CON-CAP
W/lxb TAILS TYP.
ROOF FRNtiR•ICa PLAN PER DETAIL 2/A31 SLAB SLOPES AS REO'D
RILL DEPTH TO MATCH SHOP A GAR"'LEVEL SOUTH ELEVATION J
TED BLOCKING PANEL
SCALE: 114" 1'-0" i O
H-I CLIP PER STFI IH
PRE-FINISHED
1ETAL GUTTER O
U.
d h a
c 3
CEDAR FASCIA O O
PER ELEV. Z Q J
MCNAL VENTED SOFFIT PER OUNER LINE OF CRICKET BEYOND W =
' DOUBLELu
OL NAILER
LAYER -SEE SOUTH ELEVATION 4 ROOF PLAN
2)10p1B 16dP Z. W
EXTERIOR SIDING PER ELEV.
R-5 CONT,RIGID INSULATION (A be J
•CONDITIONED SPACES W
W/TAPED JOINTS PER MFR.
TEND 4 EDGE NAIL WALL 5HEATI4ING J
UP TO EAVE LEE OF WLL EEYOND
WM 1 INSULATION PER SECTION _ -"-- - - -- _ V
'IING
L�•!OF ROOF BEYOND — _ -
GY.B/INTERIOR FINISH PER OUNER - __ _ �r _
LW OF ROOF I WALL BEYOND ___ _ _ __ -� _ __ - --
-,. 5/4xS CEDAR FASCIA A RAKE•CURVED ROOF
EVE DETAIL Q CONDITIONED SPACES GUTTER DRAMS TO ROOF A R ITECI- — •�� REGISIT,,
__ — _ — _
:ALE: I° , V-0° --- _ - -_ _. ARCHED ROOF
__ _ W/12"METAL ROOFING PANELS
u aum ti
LRff OF 0.Ca BEYOND STATE OF WASRNOfOM
HDR BEYOND
PER 5TRUC. REVISIONS
1
7.CEDAR TRIM 0111 PER STRUG.
W/10'CANT. 4Q 4Q 3R� yl
1111 1 11 11 1 It III I I 1 11 1 1
2.9 CEDAR TRIM
EXP.4z6 DOOR HDR SHEEP CONTENTS
CC66
pill
BUILDING ELEVATIONS
STOPPED-IN SCREENS DETAILS
5
F)m. F7m. F)m. DETIIEEN
66-1.CEDAR SOFFIT 39L 5 @ ttP 3 SIDEgVERTS.
PT POST PER STR1C. DIE CEDAR TRIM OCf'M FXD. C.81'M.
1. aFRAP PT4xb SILL
b,CEDAR TRIM W/CEDAR WRAP
D
Pf bxb POSTS
b CEDAR TRIM LL PER STRUC.
�I 4•C.ONO.SLAB W/CEDAR WRAP DATE
a$ I I •@1TRYPORCH oA I I ------------J 1-8-24
=m II n II Da ----------- -------------------- DRAWN BY
I•I I COW—Fra-COL. ------------------------ - ------------—�------------ ------------------—� N.S.
SASE PER STRUC.BEYOND I I°I i I -am MR PLAN
iTONE OR CULT.sroNE VENEER OPTION I CHECKED BY
ADE L A.W.
I I a SHEET NUMBER
WEST ELEVATION A 3.0
SCALE: 1j4" - P-O"
:OVERED PORCH DETAIL @ TRUSSES OF
RBRODWTION OR RE-USE OF THIME
GALE: 1" = I'-0" DRAWINGS WITHOUT WRITTEN
PH+11SSg110F THE A4OlIFL15 PPDIBI6).
ORVED ROOF III/IV METAL ROCFNG PANELS
/---F—IA I—•CUZVED RNA
GUTTER DRAINS TO L04ER ROOF
-2 LOCg' WI L L I A M S
ARcH ITE cTJR-E
RIGID INWL.OR RURRMG•50ME LOCATIONS
- .
WALL SHEATHRNG 801 W RAILROAD AVE
-SEE STRUC. _
-- P.O.BOX 102
WATER-RE515TIVE BARRIER SHELTON,WA 98584
SLIT 4 LAP OVER ZEE FLA5141NG
PH:(380)426-0511
SIDNNG PER ELEVATION
ZEE FLASHING
I
2x4 CEDAR TRIM W/IV'CANT PROJECT NUMBER
2 x S CEDAR TRIM Q 2023025
❑ O❑� O❑ -- - --- -_ PROJECT TITLE
TW
CAULK - --—
I-IARDIE PANEL SIDING W/2.CEDAR BATTENS
�ATTENS BEYOND _. PRO.
L FRAMNG
UM BAND DETAIL ��
ALE: r z., , ,,_m„ MPT H :'O�O� UO O
�o a
:.... .._' O❑ ❑O ❑ it
-------- y Z
1� � Q
Dd L------ --------------- ---II-------_------ ---_�- --_--------------- -�-_.. _ -
Dd Dd Dd Dd c
9/4.CEDAR MLL TRIM AS IE010 J
8TQ!OR CULT,5TONE VENEER OPTION 1
WEATHER RE5I5TANT BARRIER EAST ELEVATION
9LIT-LAP OVER ZEE FLASHING 0
HARDIE BIDI PER ELEVATION SCALE: I-m"
NG
FLA5141NG T
0 i S
LL 'w
d v/ Q
0 = 3
o Q F
FIM-CAST STONE CAP 4t
Lu
W
CULTURED STONE VENEER
0 Z y WALL SHEATHING-SEE STRUC_ zLu
Q
WALL FRAMNG
y 5
uj
v
•F- W Q 3
GUTTER DRAINS-2 LOCS. Z ' V
ao97 ""STERED
ZE-CAST CONIC. CAP @ CULTURED STONE VENEER All ITECT
ALE: I'i2" = I'-0"
S1A.OF"..'.T..
WALL FRAMING PER SECTION
9HEATHMG PER SECTION
REVISIONS
_ER AS SELECTED BY OVER —
SEE ELEV. —
FLASHMG AS REO'D _
IS"MTL.IOOOFMG OVER _
U.DERLAYHENT PER MFR. 3111,
ROOFING MEMBRANE D.S. F)m RICO
'j ii. T
AFTERS PER STFd1C. _________ _________ 5/4x CEDAR FASCIA 1 RAKE � I I � '. i' SHEE CONTENTS
•SCREENED PORCH
BUILDING ELEVATION
CIA PER ELEVATION
I g KNEE BRACE DETAILS
PER 5TIC
242 5C
(2) ' Fm'
i TAG CEDAR SOFFIT iE OR
I
BEAM PER STR11C.
AT WALL PER 5TRUC. I I I I I
RESIDENCE ELEVATION.000' DATE
BRACE PER STRUC. ,�...:.�:'.-.
SIDING BEYOND I. L----------------- 1-8-24
Dd_______________________ DRAWN BY
��-------------------------- ----------�___--— - -----___-__ --__-------_
N.S.
HEAT FV'IP (77 120 GAL.PROPAIE TANKS-CONFIRM LOCATION W/OU.ER CHECKED BY
CONFIRM EXACT LOCATION 2.6 CEDAR TRIM BAND WE DETAIL 1/A3,1 Sm L.A.W.
UND011 RO.HEkSHTS AIM TO BE FRAI-ED 50 NORTH ELEVATION SHEET NUMBER
3 3/4• THAT UNDOW FRAMES AND DOOR FRAMES AND
r THEIR CA5INGS ALIGN HORIZONTALLY SGALE� I'<" = 1'-0"
VENEER/CON-.CAP PER A 3.1
DETAIL 2/A3.1 SIM
4EE CE DETAIL OF a
ALE: 1" m" REPROOL0011Dfl�OFTHEM
DRAWNGS WRHM WRITTEN
P5a1SS101N CF LIE/N7TW S PIIMM
WINDOWS N FOREG Um R7 AT EAST WALL
LINEOF CLG..KITCHEN BEYOND
LINE OF ROOF N FOREGR'JIMJ AT EAST WALL CURvED ROOF BEYOND
1,4 RAFTERB.24'O.C.PER 5TRJC,
FOF41 CURVE,SUPPORTED BY KNEE BRACES
�T PER STRJC W ILL I AM S
VENTED RIDGE CAP PROVIDES 135 90.RN.FREE AIR MIN.TYP.
PW-ENG I40OF SCISSOR TRJSWS.24'OC. Al GTU RE
R-49 BATT INSULATION.FW&-EWY TRJOSES OVER CONDITIONED SPACES TYP.
FULL-- -- - — - - - _ _ 601 W.RAILROAD AVE
-- -- --- -- - — IS•ROOF SHTG.PER STRJC.NAILED UUSd.b'/O'OC.TYP..ROOF FRAMING P.O.BOX 102
BOARD.24°F SHELT
GY ON,WA 9P1564
T'9UM RAMWG
OLLNER OPTION:US WOOD T46 OVER FRAMING, PH:(360)426-0.511
- -- Q INSULATION DEFLECTOR-MAINTAIN I•AIR SPACE MINII-LLPT ABOVE INSULATION
PROVIDE MN.5.1 SO,RN.FREE AIR/LIK FT..VENTED BLOCKW,
-- - SKIP60N M5 CLIP EA RAFTER PER STRUC.
Ix TK.CEDAR SOFFIT
2.6 RAFTERS.24.OC.PER 9TRIJC. PROJECT NUMBER
---_ _ 5/4x CEDAR RAKE N FASCIA PER ELEV.TYP. 2023020
-- _ — —— —— ———— `— PROJECT TITLE
RIDGE BEN PER srwBEAM
Z.
_J 2
12
4.4 POST PER STRI.C.
SIDING PER ELEV.OVER WATER-WSISTIVE BARRIER
St L PER STRJC.
I'R-5 CCNT.EXTERIOR WSUL.TYP.
OPTIONAL R-48 BATT NSULATION TYPE'X'GYP DD
G GARAGE I I I I I I I I _ -
• ARAC.E 4 SHOP CLG.N UL1LL6 GOM'ION UV IE6. I L_---'�L_--_---I L---J I R :"COX PLYWTJ.SHTG.OR T/Ib•0515 PER STRJC..WALL FRAMING
HDR PER STR1C.
SHEATHING N RIGID IrNsllL TH SIDE 071 FLEX
I I I I NO! BEDROOM
3 R-21 BATT NSULATION.EXT.LLWLL FRN'IWG
OPTIONAL I!1'GWB rLLA V
W"�' I GARAGE I I I I I IS _ 2X6 WALL FRAMNG.K'OC.TYP.
OPTIONAL CLG.INSULATION I i I I U}'GYPSUM BOARD.IS'FRAMNG
I I
OPTIONAL 5/e'GWD I I —NDR PER 9TFd1C.
-- J L--_ L---J I STOPPED-N SCREEN PER OU.RER-SEE ELEVATION H I/A40
I PT 4x SILL W/G CEDAR WRAP
I I
FLOOR ELEVATION.000'
FOOTWG PER STRJC.
4•CONC.SLAB PER STRJC.-SLOPE 1/0'PER FT AWAY FROM HOUSE
4"CONC.GARAGE SLAB APRON CA55.PER PLAN b'.24•CONC.FIND.WALL PER STRJC-
-SLOPE 1/8"PER FT, J
AWAY FROM HOUSE 12"x b"CONT.CONC.FTG,PER STRJC,
48'R-10 RIGID N5UL.AT SLAB PERIMETER
4•CONC.SLAB ON GRADE PER STRJC. 0
4'PEA GRAVEL OVER 6 MIL.VAPOR BARRIER.SLAB Pt
SECTION A s H
SCALE: 'tea" I'-m" co) Q
= J 3
oao
a 0
W
UA Z N
ROOFING PER SECTION tu
OVER UNDERLAYMETIT a
TERS.24"OC.PER STRIP- V W J
YSED 4.8 BEAM PER STRUC, n
---- - - _ _. _-- - -- --- `--_--- _.— Lu W
z 7 u
2•-6• / I I 4097 REGISTERED
AR ITE..
II II � _
___ —L L_— � � STAT Of WASHINCTON
PRE-ENG.GABLE ROOF
———————I ———— —T T—— - y/ 4-' illl
CURVW ROAM BEYOND - TRUSSES.24"OC.
IX4 KAMEIM.24.OC.PER STRUC REVISIONS
FORT CURVE,SUPPORTED BY KNEE BRACESOPTIONAL CLG.MSULATIONIIISHEATHING BOTH SIDES OF WALL T1415 WALL PER 5TRIJC. g 4 USN.PER GT1®1C. OPTIONAL 5/8"GWB.CLG.1 BEAM/POSTS AT FOREGROU�
��AS SELECTED BY OIA" HDR PER STRJC. � / — -----_—_ $ OPT"FRAMNGGWBOP7�HN ARRAGETT INSUL.NEDPA6CIA INED F'ORG-I 1:EDAR TRIM I 2E 6 CLG.JOIST98 SHEET CONTENTS
TRIM 24.OC.W/OPTIONAL4x POSTs k I ■ ---- — :/n41"PLYUr EDW LIDRIM PORDGH DEING TAIL
�REESON I I Al I I F' 9 OVER TOILET BEYOND
6>1&REc POSTS---- ; ; I I i F SHOP
7REGROWD I I
II
I I SLOPED APRON $ DATE
2 TRIM
T>GE5 EASED i be VERT CEDAR STgP8 BEYOND I $ _-.. ---_-- - 1. -r.. _ .___.- I • i �-Y
CF OPENNG) j I
II _. .... .. ....,: DRAWN BY
DAR P TRIMNw i I AJBO BASE PER STid1C{ N.S.
LOPED SILL 1 I AT POSTS BEYOND
—__-- � ——— —————L CHECKED BY
PT 4.6 EDAR WRAP 4'CONC.GLAD PER STRUC.-05' L.A.W.
° STONE OR CULT.STONE VENEER OPTION 2 W/CCNC CAP— SHEET NUMBER
SEE DETAIL 2/A3.1
PT 2.6 SILL PLATE W/AB-F'ER STRJC..48.OC.ON SILL SEALER-�
6"X 24'CONC.FND.WALL.SHOP PER STRJC-.—i/ SECTION B A 4.0
12-.b'CONT.CONC.FTC..SHOP PER STRUC.J
SCREENED PORCH DETAIL OF a
DRAWINGS WnHOUT WRrnEN
PURMOF➢ENOFIFET6 P1b1191FD.
2X0 CMBVRAMM•24'OL. i
2 WILLIAMS
r— A PLC-HIT`c-Tu=7
cuRVBD Rocs
VALI TW W/12'METAL ROOFRYs PANELS
GAB E • t o O 601 W.RAILROAD AVE
8/4xe CEDAR RAKE• P.O.BOX 102
OPTIONAL R-4'J BGA T I �VED ROOF SHELTON,WA 98W
PH:(360)426-0511
ARAGE 4
lb-TYPE'X•GTP.BD. I i
•SWOP CLG.4 WALLS CONI"ION W/REs. I
1
OPTIONAL 1.S ENT w 9TRIPo
ADOVE ADJASCENT CLG.MSUL.
2x4 LEDGER RAFTERS
PROVIDE MRE IAA so.NEED/�Lfl L!!OF 0.4 d1EAK EETOND OCKINGM PER STRUC.
——————_ I PROJECT NUMBER
II� 2023028
SOFFIT LOO8 E ABOVE CAMS. NDR PER sTrdJc' PROJECT TITLE
--- - -- i bx6 MUNTIN BAR BETWEEN
SHOP IOTCHEN ii N ,I WINDOWS
II II
V R-5 RIGID NSUL. it I
I� II
II I
24•OATT'P. SECTION C
OVERFRAMNG PER STRUC.
ARClI.COMP.SHNGI.E ROOFRJG am ROOF 19P.AMIIAG RIDGE OF GABLE ROOF INFORECRJWp
OVER UNDERLATMENT PER MM FOR VARIATION
ROOF 514EATHING O OVERFRN'11NG PER S7RUC.•GABLE -. .-- ._ ��. ___ - - �1
NSUL.•CONDITIONED SPACES -SEE ELEV.
N
CONT_OVER TOP R b _
EDGE NAILING
RE-ENG.LRdIsBES•24'OL. - _ PRE-ENGINEERED
F'
W/2xb TAILS TYP. - GABLE TRUSSES•24.O.G.
PER ROOF FRAMING PLAN
EPTH VENTED BLOCKING PMEL CURVED ROOF BM PER STUC.W/2x6 CRIPPLE WALL ABV.FOR TR18S 15—
EEIW/12"METAL ROOFING PANEL9 -� VAUI F
H-I CLIP•48.DO.PER&TRIG. 214 RAFTERS PER STRUC. • 4 O.C. I OR S•24 O.C. I �
PRE-FNISI-ED METAL GUTTER Z
• 0 = W
I C ca
Ma
3
CEDAR FASCIA PER ELEV. -- ---- )
CURVED BM.PER STRUC, 0
OOPTIONAL VENTED SOFFIT PER OWNER p`EE BRACES PER STRJC. 9 Q 12Lu W
DOUBLE NAILER PLATE B SHOP ROOM rl000Ele— FLEX 3 v a rn
W/(2)ROWS Wads•16" L.EA LATER / W
GWB/INTERIOR FINISH PER OLLNER C
WALL FRAMrW,t INSULATION PER SECTION H JJJ
El
Lu
EXTEND 4 EDGE NAIL WALL%VATNING Q
UP TO EAVE - 3 W
R-5 CONT.RIGID NBULATION W J
•CONDITIONED SPACES Z V
W/TAPED JOINTS PER MFR
EXTERIOR SIDING PER ELEV.
CONT.2.2 BLOCKING/FRAME SECTION D 40'FAR"'I11'j1'1'
AT ALL CONDITIONEDOPENING PERIMETERS TYR SCALE: I/4" = V-0"
HEADERS PER STR1C.TYP.
TATENCTo.
-- REVISIONS
EXTERIOR INTERIOR ----_--.---. -
op
SHEET CONTENTS
OVERFRAMMG PER 5T1alC PROVIDE MIN. 6 9 ^5a IK FREE AIR/LIN.FT. BUILDING SECTIONS
VENTED BLOCKING
WALL SECTION
4"GONG.SLAB ------- -�■
R-10,48'•SLAB PERRIETER �-
4"PEA GRAVEL 3 - I DATE
OVER b MIL.VAPOR BARRIER•SLAB A3.1 I 1-8-24
SHOP GARAGE I DRAWN BY
FLASHING AS REQD FURR OUT WALL I'TO MATG.1 RESIDENCE SIDING K.S.
OOC KAB WERE OCOJR5 I OR CONTINUE INSULATION THI5 WALL L'HECKM BY
I LA.W.
SHEET NUMBER
A 4.1
SECTION E
NALL SECTION 6 RESIDENCE SCALE I/4" = 1'-0" OF 8
3GALE: I" . I'-m" RBROICIIDN DR REUSE OF THESE
DRAWWIOS WITHIM WRRTEN
P6IMMOFTIEACHW6PR11 M