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Jefferson County DCD Building Division
Correction Notice7-4PERMIT NUMBER
OWNER Noue rq
JOB LOCATION 211 36L
Inspection of this structure has found the following violations:
You are hereby notified that no more work shall be done upon these premises until
the above violations are corrected, unless noted otherwise. When corrections have
been made, call for inspection.
Date fizZ"o€lnspector
THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE
BUTLDTNG DIVTSTON (360) 379-4450 TNSPECTTON HOTLTNE (360) 379-4455
Inspection Report
Project Permit #7-
Date Inspector Inspection & Notes
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CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
DATE oF INSPECTION: JZ ' +- O PERMITNUMBER: Bt->bI -OO +
SITE ADDRESS: ZA3 7
PROJECT NAME:
CONTACT PERSON:
n^ r+,tJ CONTRACTOR:
PHONE:4 -3
TYPE OF INSPECTION: EY13U L 4-1-i'pr(
! APPROVED N APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
Inspector Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may
be assessed if work is not readyfor inspection.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
DATE OF INSPBCTIoN: I I - }q - O7 PERMIT NUMBER:
SITE ADDRESS:23'7 AD-rFr
PROJECT NAME:Hnl nrh CONTRACTOR:
CONTACT PERSON:
TYPE OF INSPBCTION:
PHoNE: 1"4 ,3 ^3bKq
0
ln
vft""
! APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
Inspector Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
CITY OF PORT TOWNSENI)
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
DATE OF INSPECTION:
SITE ADDRESS:
PROJECT NAME:
CONTACT PERSON:
NUMBER:
CONTRACTOR:
PHONE:
TYPE OF
c
^Ju,T
6
APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOT APPROVET)
Call for re-inspection before
proceeding.
Inspector Date
Approved plans and permit card must be on-site and ovoiloble at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 pM Friday.
PERMITNUMBER: RINN - oo4DATE OF INSPECTION:
SITE ADDRESS:
PROJBCT NAME:
CONTACT PERSON:
CONTRACTOR:
PHoNE: l^43 -?L8q
TYPE OF'INSPECTION:
/EL.
5,a-edlTaqc(<
! APPROVED tr APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
Inspector Date
Approved plans and permit card must be on-site ond available at time of inspection. A re-inspection fee may
be assessed if work is not ready.for inspection.
EXHIBIT
NEW GARAGI LOCATION
3OTH STREET
Ngg"3357'W 1"ft.
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Parcel Details
Parcel Number: 9681
Parcel Number: 968100803
Owner Mailing Address:
GINA HOLEMAN
RANDY W HOLEMAN
233 3OTH ST
PORT TOWNSEND WA9B36B5OO7
Site Address:
233 3OTH ST
PORT TOWNSEND 98368
Section: 3
Qtr Section: SEt/4
Township: 30N
Range: 1W
Page I of2
#*3- sd #
FrFnter Fs"iwndly
School District: Port Townsend (50)
Firc Dist: Port Townsend (B)
Tax Status: Taxable
Tax Code: 100
Planning area: Port Townsend (1)
Sub Division: LITTLEFIELD'S ADDITION
A$$C$$src_Lg'dUsc Cade: 1100 - HOUSES (single units, non-farm)
Property Description:
LTTTLEFTELD'S ADDITION I BLK B LOT 3(W40'),4(ALL) | | |
Ciick on photo for larger image.
No Permit
Data
Available
Assessor Bldg Data F,.*
SEARCH
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http ://www. co j efferson.wa.us/assessors/parcel/parceldetail. asp 9tr7 t200l
Page 1 ofl
Jan Hopfenbeck
From: Jan Hopfenbeck
Sent: Wednesday, September 05, 2007 10:28 AM
To: Leonard Yarberry
Cc: Alex Angud; David Peterson, Pat lolavera
Subject: Holeman property at 30th & Haines
FYI - the Holeman property survey results came in and the garage/ADU did not meet setbacks. They will be
pouring a patio slab over the existing footings. Tom has resubmitted plans with construction of the garage/ADU
constructed on the other side of the lot and the permit has been issued for the revised location.
Jan
Jan HopfenbeckCPE, CBI
Plans Examiner/Permit Coordinator
City of Port Townsend
D eve I o p m enf Serylces D e p a rtm e nt
250 Madison Street Sulfe 3
Port Townsend, WA 98368
Phone: (360) 379-5086
Fax: (360) 344-4619
i h o pfe n be ck@ citvofpt. u s
9/s12007
CITY OF PORT TOWNSEND
Building and Community Development
BILLING STATEMENT
L
(Name)
2_3> 30 <7AE{r7t(?0>
(Date)
(Pelmit Number- if applicable)
REWSION NUMBER: ALtr O)- OP AI Q^ I?nt -gs 7g
(Phone)
$
$ z5w
REINSPECTION FEES (o R-2040 tr c-2041)
($47.00)
(g) PLANREVISIONFEE (trR-2030 tr c-2031)
($50.00/hour, minimum $25.00)
RESIDENTIAL T. C. O. TNSPECTTON(R-2020)
($e7.00)
COMMERCTAL T. C. O. TNSPECTTON (C-2021)
($147.00)
SPECTAL TNSPECTION (tr R-2099 O C-2098)
($47.00/hour, I hour minimum)
OTHER (tr )
TOTAL DUE $25g
Building and Permit Fees
$
$
$
$
,4
_0 1
Revision Valuation
Original Permit Valuation
Total Valuation
Fees due based on
Total Valuation (a:b+o)
PlanReviewFee
(e) $ _ BuildingPermit Fee
(D $
-
Plan Review Fee
(d) $
Plan Revision Fee (g=a-d)G)$
Previous Fees Paid 1a=e+9
$
$
$
(a) $
@)$
(c) $
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NIW GARAGE LOCAT'CN
3OTH STREET
N89"33'57u W I
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CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294by 3:00 PM the day before you want
inspection. For Monday inspectionso call by 3:00 PM Friday.
/3 7 PERMIT ADATE OF INSPECTION:
SITE ADDRESS:
PROJECT NAME:CONTRACTOR:
CONTACT PERSON: PHoNE:
TYPE OF'INSPECTION:
NUMBER:
f4
o
/
l--.rAJ
{L
! APPROVED
Inspector Date
Approved plans and permit card must be on-site and available at time of
be assessed if work is not readyfor inspection.
tr NOTAPPROVED
be Call for re-inspection before
0
tr
/rcU
N#,
! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections
at next
A re-inspection fee may
N\CITY OF PORT TO\MNSEND
DEVELOPMENT SERYICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294by 3:00 PM the day before you want
the inspection. tr'or Monday inspections, call by 3:00 PM Friday.
DATE OF INSPECTION:
SITE ADDRESS:
PROJECT NAME:
CONTACT PERSON:
TYPE OF'INSPECTION:
PERMIT NUMBER:
CONTRACTOR:
PIIONE:
tc
ft_trl* L L
! APPROVED N APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections
checked at next inspection
Inspector Date
Approved plans and permit card must be on-site and available at time of
be assessed if work is not ready for inspection.
3
e-[sc{-
! NOTAPPROVED
Call for re-inspection before
A re-inspection fee may
)
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
'-(2c)DATE OF INSPECTION:
SITE ADDRBSS:
PROJECT NAME:
CONTACT PERSON:
TYPE OF INSPECTION:
o
t4
PBRMIT NUMBER:
CONTRACTOR:
PHONE:
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PERMTT # Hj)D 7 ooq
SCOPE OF WORK:Ns k> nI_\[J
CITY OF PORT TOIYNSEND
PERMIT ACTIVITY LOG
DATE RECEIVED:l- lz -oa
av€K GaEa6E
DATE ACTION TNITIALS
Entered into TRIPS
ESA - to Planning -no evidence of ESA-
Vested Date
Checked for Completeness
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'' '., CITYOf,'PORTTOWNSEND r ' \
L iEVELOPMENT SERVTCES DEPARTnIL .]
City IIaII, 250 Madlson Street, Suite 3
PortTownsend,WA 9&168
Phone: 36{l-379-51D5 Fax360-3444619
RESIDENTIAL BUILDING PERMIT APPLICATION
NEW CO]ISTRUCTION, REMODELS, & ADDTTTONS
Property Owner's Name(s): Randy W. & Gina M. Holeman
Mailing Address: 233 30th ST
City, State, Zip: Port Townsend, WA 98368
Phone: 360 385 6569 PermitNo. B L> OV * ODg-
Property Street Address: 233 30th ST
ZnntngDistrict R tr Parcel# 968 100 803
Legal Description: Addition: Littlefield's Block: 8 Int(s): 3 (W40,) & (ALL) 4
Scope of Work:
Please check all items that apply for the type of building permit you are requesting:
Floor Area: the proposed structure-is to be used for:
General Contractor's Name
Mailing Address
Phone Cell Phone
I City Business License Number qState License Number 5l
Authorized RepresentativelContact Person:Phone:
Financed By
Date Work is to Begin Date Work is to be Completed
NewHouse Addition
)o(New Garage or Carport Repair/Remodel Garage
Repair/Remodel House xx AccessoryDwelling Unit
Manufactured Home Other (please describe):
Finished Heated Space sq. ft: 504 Garage sq. ft: 504
Unfinished Heated Space sq ft:Carport sq. ft:
Unfinished Basement sq ft:Porches sq. ft:
Semi-Finished Basement sq ft :Decks sq. ft:,1,\r'l i2 2UU7
Storage sq. ft:Other (please describe)
"-.1 t \./)
CITY OF PORT TOWNSEND RESIDENTIAL BI]ILDING PERMIT APPLICATION
NfW CONSTRUCTION, REMOI'ELS, & AI'DITIONS
Property Site Area/Coverage fnformation:
l. The total area ofthe property in square feet 11979
2. The total area covered by existing and proposed structures in square f@t: 3699.7
(total ground coverage from the outside of walls or zuppo'rting members)
Percentage of lot coverage: (2+l): SlVo
Impervious Surfacest
Please provide the square footage ofthe roof area ofthe proposed and existing strtrctures, and the square footage ofthe total area
covered by porches, walkways, patios and driveways. Do not include decks allowing drainage to earth below.
*If total impervious surf'ace is equal to or greater than 40Vo of the lot area, you must submit a written stormwater plan to address run-
off.
Please check which plans you are submitting with this application (2 sets needed):
Proposed House Roofurint sq. ft:Existing House Roofurint sq. ft: 1007.25
Proposed Garage Roo$rint sq. ft: 575.25 Existing Garage Roo$rint sq. ft:
Proposed Porch/Walkway sq. ft: 96 Existing Porch/Walkway sq. ft: 70
Proposed Driveways sq. ft: 533 Existing Driveways sq. ft: 392.2; 684.00
Other (describe)Other (describe): Deck = 342.00
Total Proposed Impervious sq. ft: 1204.25 Total Existing Impervious sq. ft: 2495.45
Total Proposed + Existing sq. ft: 3699.7 +
Percentage Impewious: * 30.8870
(Impervious surface -:- lot sq. ft)
)o(Site Plan )o(Interior & Exterior Wall Bracing (panel locations shorrn
on floor plan)
Drainage Plan (if 40% or more impervious)XX Typical Wall Framing Details (section from foundation
through roof)
XX Foundation Plan )o(Elevations
)o(FloorPlan )o(2003 WSEC* Compliance: Prescriptive_X Componerrt_
)o(Floor Framing Plan WSEC Construction Chetklist (washington state Energy Code)
XX Roof Framing Plan Other:
Installing Manufactured Home _Yes )Ot No Year:Make:
Was the manufactured home originally constructed within three (3) years of proposed placement? _Yes _No
2) Manufactured home must be placed on a permanent foundation with the space from the bottom of the home to the
ground enclosed by either load bearing concrete or decorative concrete or masonry blocks so that no more than one foot ofthe
perimeter foundation is visible above grade; and
3) Roof mustbe composed of composition, wood shake or sbingle, coated metal, or a similar roof material; and
4) Title to the manufactured home must be eliminated as a condition of building pennit approval.
C:\Documents and Settings\OwnerWy Documents\ADU\Application-Residential Building Permit.doc Page 2 of
'I \/)
CITY OX' PORT TOWNSEND RESIDENTIAL BIMDING PERMIT APPLICATION
Nfw CONSTRUCTTON, REMODELS, & ADDTTTONS
Special Conditions
Applicant Certification
The applicant hereby certifies to have knowledge of those sections of the International Residential Code and the Port
Tor'vnsend Municipal Code pertinent to the above project and that the applicant is responsible for constructing in conformance with
these codes; the applicant understands that the permit, if issued" expires in six months unless work is started; that the permi! after
construction has starte{ will expire after one year if an inspection is not made to show significant progress on the structure; the
applicant agrees to abide by the ordinances, codes, regulations, restrictive covenants, deed or plat restrictions, and water and sewer
plans attached hereto; the applicant certifies that all information given above and on accompanying plans is complete and accurate to
the best of their knowledge; and the applicant understands that this information will be relied upon in granting pennits and that if
such information is later found to be inaccurate any permits may be withdrawn.
Please check YES or NO as applicable YES NO
1. Is the property within 200 feet of a fresh or saltwater shoreline?XX
2. Is the property within the Port Townsend Historical District?)o(
3. Is the property located within or a{acent to an environmentally sensitive area?)o(
4. Will this proposal involve any sewer, water or other utility extensions that will, or could serve vacant
properties other than the project site? Ifyes, please attach information identifying the utility extensions and
sites.
xx
5. I{ave any special conditions been placed on this property, or has the property been subject to any
conditions on any prior action of the City (if *Yes" to any of the following, attach copies of appropriate
documents):
)o(
Subdivision/Short Plat/Boundary Line Adjustment?
SEPA (environmental review)?
Variance?
Conditiqnal Use Permit?
Street Vacation?
Planned Unit Development?
Restrictive Covenant?
Easement?
6. Are any properties within 800 feet of the site owned or controlled by the applicant" any relative or
business associate, or any partnership, corporation, or other entity affiliated with the applicant? (If yes,
attach list.)
)o(
7. tlave any of the properties listed in item #6 been dweloped within the last two years? (If yes, attach list.)xx
8. Have you previously discussed this project with a City staffmember? If yes, who and when?
Tom Aumock discussed w/ Ann Hall
)o(
C:V)ocuments and Settings\Owner\My Documents\ADU\Application-Residential Building Permit.doc Page 3 of
'-) ')
CITY OF PORT TOWNSEND RESIDENTIAL BIIILDING PNNNNTT APPLICATION
NEW CONSTRUCTION, REMODELS, & AIIDTTTONS
The undersigned hereby saves and holds the City of Port Townsend harmless from any and all muses of action, judgments,
claims, or demands, or from any liability of any nature arising from any non-compliance with any restrictive covenants, plat
restrictions, deed restrictions, or other restrictions which may have been established by parties other than the City of Port Townsend.
Complete Annlication
Port Townsend Municipal Code, Section 16.04.140, Vested Rights - Substantially Complete Building Permit Application:
applications for all land use and development permits required under ordinances of the city shall fs considered under the zoning and
other land use control ordinances in efrect on the date a firlly complete building permit application, meeting the requirements
identified in this sectio& is filed with the Development Services Deparfinent. Until a complete building permit application is filed,
all applications for land use and dwelopment permits shall be revierved zubject to any mning or other land use control ordinances
whichbecome effective prior to the date of issuance of a final decisionby the city on the apptication.
An application for a building permit shall be considered complete when an application meeting all of the rcquirements of
Section R105.3 of the International neiiOentiat Code, 2003 Edition, is submitted which is consistent *itl aff then applicable
ordinances and laws. In addition, to be considered complete, such an application must be accompanied by complete applications for
a subsidiary land use or development pennits needed, such as a 6smplete shoreline management permit application and/or complete
applications for other discretionary perrrits required under the ordhances of Port Townsend. An application for a partial permit
under Section R105.3.1 of the International Residential Code, 2003 Edition, shall notbe considered complete unless it meets all
requirements stated above and contains plans for the complete structural frame of the building and the architectural plans for the
strucfure.
Signature of Applicant or Authorized Representative Date
For Ofricial Use Only
PennitNo.
/51\ o) -oc4 Building Official Approval d Lcc,(*lc
Date Issued tlrr/ot
Balance Due $Date Validation St /"prcfo*'
Owner/Representative Signature Date
C:\Documents and Settings\Ownerwy Documents\ADU\Application-Resldential Building Permit.doc Page 4 of
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City of Port Townsend
Development Services Department
250 Madison Street, Suite 3
Port Townsend WA 98368
360-379-5095 Fax 360-344-4619
REVISION TO BUILDING PERMIT # Bt.O67 - E4
OWNER:nb-/ a 6Le HA J ITE ADDRESS:
Revision #.t
'233 -ao-fL s'r
Total Value of Revision: $Impervious Surface Change? n Yes_
ENo
Revisions require 2 sets of plans and a written scope of workthat fully describes the proposed change plus any
additional information that will be of assistance inissuing your revision. If your plans were stamped by a design
professional, all revision submittals require a stamp with a wet signature. Be auare that changes to the existing
approved plans may also requireysU to revise your original building permit application (lot coverage, impervious
surface, structure square footage, etc.) and energy code documents (changing windows, heat source, etc.) to
conform to your proposed changes.
Scope of work:
/?a 4<4 /r.2.4r4 €tE 43 Z4tf 2 Ats /.t,eJE t*S'7gd.o
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Ft**P ,222fi- ,A-aa< 2ze4 77 4.f 7
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Lt---4tt6.',Jf .t 7, 2 aa7
Applicant Date
OFFICE USE ONLY:
Submittal date Two sets of plans for revision:_
Approval of engineer of record (if original plans engineered): tr Yes tr No ! NA
P:\DSDUDepartment Forms\Building Forms\Appl ication-Revision.doc
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BUILDNGPERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)37e-s09s
Project Information
Permit Type Residential - Accessory Dwelling Unit
Site Address 237 30TH ST
Project Description
New garage with ADU on second floor
Permit #
Project Name
Parcel #
BLD07-004
968 1 00803
Names Associated with this Project
Type Name
Applicant Holeman Gina M
Owner Holeman GinaM
Contact Phone #
License
Type License # Exp Date
Fee Information
Project Valuation $60.580.80
Project Details
Dwellings - Type V Wood Frame
Private Garages - Wood Frame
s04 SQFT
s04 SQFT
rotar Fees Paid qr.r- VQ:r> | r* lof ys-t-el ff irt Yt' lE
Call 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certiff
that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certiff
that I am
Print N
the owner of the
Datelssued: 0212312007
Issued By: SFOSTER
ame
property or
€vw z-oo
I llilll llill llllil lil lllll lilil ffi tll nu ffi llll;,',,T,u,'= ...
City of Port Townsend
Development Services Department
250 Madison Street Suite 3
Port Townsend, WA 98368
.lcf ferson Cotrntv Atrd RANIIY & GINA HOI FMAN NTTT ?? QtA
NOTICE TO TITLE
Grantors: Randy W. and Gina M. Holeman
Grantee: City of Port Townsend, a Washington municipal corporation.
Reference: City Permit Number BLD07-004
Legal description: The Grantor owns the following described real property:
Littlefieldrs Addition, Block 8, Lot 3 (W 40') and Lot 4 (ALL)
Assessor's Parcel Number 968- 1 00-803
NOTICE IS HEREBY GMN to the Grantors/Owners of the above-referenced real property,
to potential purchasers and future owners, to agents or representatives, and to any other
concerned person or entity:
1) An Accessory Dwelling Unit (ADU) with the address of 237 30th Street is
proposed to be built on Lot 4 above an attached garuge. It is accessory to
and shares utilities with the single.family residenc e at233 30th Street on
Lot 3 and 4.
2)The Port Townsend Municipal Code (PTMC) requires that the property
owner reside on the subject property, in either the principal residence or
ADU in order to rent or lease the other unit. A one-year hardship waiver
may be granted by the City in accordance with PTMC 17.16.020.C.2.
Additionally, neither the principal nor accessory unit shall be used as a
transient accommodation (PTMC 1"7 .l 6.020.C.3). A transient
accommodation is defined as a use less than 29 days (PTMC 17.08.060).
3) This notice may be removed or modifiedonly with approval by the City.
Page I of2
I llllll ltill lffiil lil illl llill lllll ilfiil lil llH",'#:,T ..^
.laf f aeran Carrntw Orrrl PANDY t, GINO l'l0l FMON NTTT li nA
Holeman ADU Notice to Title
By
CITY OF PORT TOWNS
Y
Development Services
Given under my hand and official seal thisIil'
o.
\\OTAO t
Frn qruq,afio
.a,SLlo
Dz /=, I o-7
&&d auyot &-L
7
Date
?
c.-
Randy Date
Property Owner
aa/aa /dZ
M. Holeman D"tet / T
Owner
STATE OF.WASHTNGTON )
)ss.
corrNTY oF JEFFERSON )
I certify that I know or have satisfactory evidence that Randy W. and Gina M. Holeman
are the persons who appeared before me, and who acknowledged that they signed the same as
their free and voluntary act for the uses and purposes mentioned in the instrument.
f.-
2007.
(Print Name)Fzlr/ca*4 izlr*-ru1l ttu/
NOTARY PUBLIC in and for the State of
Residing at:
My appointment explres q- 5-"24o
',,ili!...ii,
lNotary stamp inside 1" margin]
Page2 of2
,)') TL>or-oo*
City of Port Townsend
Development Services Department
BT]ILDING NUMBER APPLICATION
Name of Properly Owner: Randv W. & Gina M. Holeman
Mailing Address 233 30th ST Port Townsend. WA 98368
Telephone:(360) 385 6s69
Pronertv is located in:
Addition: Littlefield's Block(s): 8 Lot(s):3 (W40') & (.ALL) 4
Faces/Access is from: 30ft Street
Parcel Number: 968 100 803
Directions to the Pronertv (draw vicinitv map on.back)
From San Juan and F streets head up.Discovery-turn Rt on Haines: turn Rt on 30tr St: the house
is on the corner (sreen house w/ beise trim)
IfthisisanewADU'hasabuildingpermitbeenappliedfor?-X_Yes-NoDate:-
Notes: N lL)
/;{,i u/
/).zs 6CHOUSE IYT]MBER ASSIGIIIED:
Date of Approval:,92 tbd;a)Aa {L*,
For DepartmentUse Onl!:
Apptication Fee Received ($3.00, TC 220O): # Z, tC Date: 'fe/P(
Copy to:n Finance
I Sheriff
I Public Works
I Fire Dept
I Police (Lyn)
I DSD database
I Post Office
I GIS
I Assessor's Office
For address changes: n Qwest Address l\danagement Center - 206-504-1534
C:U),ocrrments and Sefiings\OwnerMy Documetrs\ADU\Application-Address Number.doc ;6112/O6
i
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3
Port Townsend, WA 98368
(360) 379-5095 Fax: (360) 344"f6{9
Name Randv &Permit#
This checklist is for new dwellings, additions, remodels and garages. The purpose is to show what you intend to
build, where it will be located on your lot, and how it will be constructed.
In addition to this fofm. please submit:
e Residential Building Permit Application form
o Sensitive Areas Questionnair
o 2001 Washington State Energy Code forms. Use either prescriptive forms, or component performance forms
with calculations.
r WashinSon State Energy Code Construction Checklist
o Two sets of plans. 18" x24" plan sheet size is preferred. Plans must be to scale. Yq": | ft. is preferred.
o If an architect has signed your plans, one set must have an original signature and wet stamp on each page.
o For structures that require engineering (including pole structures, sunrooms, dormers of a certain size,
"irregularly shaped" structures) provide two copies of calculations from a Washington Licensed Architect or
engineer. One set must have an original signature and wet stamp.
ForNew Residential Dwelling Construction also submit:
o Street/Utility Development Permit application, or Minor Improvement Permit application if water and sewer
are already stubbed to the property. For any utility extensions, provide engineered plans.
o Two additional copies of the site plan for Public Works (three sets if a septic system is proposed). Please
also include one reduced 8-ll2' x 11" size site plan.
NOIE: Electrical Permits are required by the State of Washington Department of Labor & Industries (L&I).
Contact L&I at (36Q 417-2700for more information.
C:\Documents and Settings\OwnerMy Documenls\ADU\Application-Residential Building Permit Plars
Page I of4
Rev. l/25106
Residential Building Plans Checklist
Checklist.rtf
j;\irl I2 'il01
List the oage number in the left column for each item that you have included on your plans.
PAGE # SITE / PLOT PLAI\I
PAGE# X'OUIIDATION PLAT\I
C:\Documents and Settings\OwnetMy Documeds\ADl\Application-Residential Building Permit Plans Checklisfrtf
Page2 of4
Rev. l/25106
Legal description, parcel number, name, address and telephone number of property owner/applicant,
including cellular phone if available.
Property lines and dimensions, including all interior lot lines.
All building lines and exterior dimensions (including all dwelling and accessory structures).
Setbacks from property lines and buildings including structures on neighboring lots. (Indicate roof
overhang. Overhang may extend into setback area amaximum of two feet.)
Driveways, walkways, patios, decks and porches.
On-site parking (Two 9'x 19' spaces required for new residential construction. These spaces may be
provided in a garage.)
Trees: Diameter, species name, location and canopy of existing significant trees in relation to
proposed and existing structures, utility lines, and construction limit line.
"Significant trees" are those with a minimum diameter of 12 inches measured at 4-712 feet above
average gade. Identify all significant trees to be removed by placing an "x' on them, and circle those
trees that will remain. Significant trees removed in relation to and necessary for the construction of
buildings, parking and driveways in connection with the issuance of a building permit are exempt.
Exempt activity requires a written exemption issued by the Director of Building and Community
Development.
Street names, road easements and easements of record.
Existing and proposed utilities, service lines and pipe size.
Slope of land (grade and direction).
Ifthere is 40% or more impervious surfaces on the lot, submit an impervious drainage system,
indicating square footages on drainage site plan and method of detention.
Waterfront property: indicate bank height, setback between building and top of bank or blufl all
creeks, drainage corridors, etc. For new exterior construction, include all structures on either side
within 300 feet, and their setbacks.
Existing andlor proposed septic system, if applicable. Please provide an extra set of plans for the
County Health Department.
Footings, piers, and foundation walls (including interior footing or pier locations).
Post and beam sizes and spans; detail beam/post and post/pier (or footing) positive connection.
Beam pockets or method of securing beam ends.
Floor joist size, material grade, layout and spans.
Foundation venting and calculations (1 square foot of vent/150 square feet of crawl space).
Crawl space access & dimensions
Plumbing sizes and locations of foundation penetration.
Vapor retarder on crawlspace ground (6 mil black polyethylene).
L
PAGE# F.T,OOR PLAN
PAGE# WALL SECTION
C:\Documerts and Settings\OwnerMy Documents\ADU\Application-Residential Building Permit Plans Checklistrtf
Page 3 of4
R:ev, l/25/O6
Room use, size and square footage by floor level.
All room dimensions
Braced wall panel locations per UBC Section 2320.11.3 and Table 23-w-C-1 (if multi-story include
length per story per Table 23-IV-C-1).
Smoke detector locations.
Stairways: width, rise, run, handrails, guardrails, landings, etc.
Window, skylight and door locations and sizes, with egress and safety glazrng, if applicable. (Include
brand/model and U factor on energJ application.)
Rafter and ceiling joist size, material grade,layout and spans. Roof framing plan required if rafters,
optional if trusses.
Attic access location and dimensions.
Plumbing fixfures.
Hot water tanks, furnaces, fireplaces, solid fuel appliances and combustion air ducts.
Location ofwhole house ventilation fan, controls and timer
Location and cfm of all other exhaust fans (i.e. bathroorn" kitchen and laundry)
Type of exhaust duct material, duct path and exterior termination point of appliance vents and
environmental exhaust ducts.
Type and location of all WSEC outside fresh air inlets.
Fire blocking.
l-hr. construction between dwelling &. garage on garage side (UBC Sec. 302.4, exception #3)
Footing size, reinforcement (include vertical rebar) depth below natural and final grade
Foundation wall, height, width and reinforcement (rebar), hold-downs if applicable.
Anchor bolts, washers (2 x2 x3/16 square, steel) and pressure treated plates
Thickness of floor slab.
Floor joist size and spacing, under floor clearance from crawl space grade for joists and beams.
Floor sheathing, type and size.
Wall stud size, grade and spacing.
Framing to be used: standard, intermediate or advanced.
Headeq size, grade, spans and insulation (if applicable)
Wall sheathing and siding and material.
Type & location ofweather-resistive barrier (UBC Section 1402)
Type and location ofvapor retarder (WSEC 502.1.6).
Sheetrock: thickness, type and location.
Insulation material and R-value in walls above and below grade, floor, ceiling and slab
Rafters, ceiling joists, trusses, with blocking and positive connection of roof system to wall.
Ceiling height.
Roof sheathing, roofing material, roof pitclq attic ventilation (provide calculations)
PAGE # EXTERIOR ELEVATIONS
C:\Documents and Settinp\Owner\My Documeuts\ADU\Application-Resideertial Building Permit Plans Checklist.rtr
Page 4 of4
Rev. t/25l06
Exterior views on front, rear and sides; show all windows and doors.
Decks, steps, handrails, guardrails, landings.
Height of building per UBC Section 209.
Chimneys: show required height above roof per UBC Section 3102.3.6
Final grade.
Retaining walls, if applicable.
WSEC Resiclential Construction Checklist
City of Port Townsend
Development Services Dep artment
250 Madison Street, Suite 3
Port Townsend, WA 98368
(360) 379-s095 x'ax: (360) 344-4619
Washington State Energy Code (WSEC)
2001 Residential Construction Checklist
this form in addition to WSEC forms. Please answer the following questions
New construction, or addition over 750 square feet
Must meet whole house and spot ventilation requirements, ond show fuII WSEC compliance as
a stand-alone project. A detached, habitable structure such as an Accessory Dwelling Unit
regardless of size must also meet these requirements.
addition under 750 square feet
trade-offi are allowedwith the existing buildingfor WSEC compliance, such as
increasing ceiling insulation. See WSEC component performance forms.
NOTE: A house addition less than 500 sq. ft daes not reqube whole house ventilation
Spot ventilafion is still required
Heater .i Baseboard .i Forced Air Furnace .i Radiant Floor (Boiler) .i Other _
Electric:
Propane:JRadiant FloorlBaseboard @oiler) .3 tpc Stove .3 LPG Furnace .-i Other LPG.i Heat Pump .i Oit Furnace .i Woodstove (can only be used as secondary heat source)
VAPOR RETARDERS:
Vapor retarders shall be installed toward the warm surface as represented below. Select one
option for floors, walls, and appropriate ceilings:
o Fl/ors:
wl Plywood with exterior glue
I Poly plastic (greater than or equal to 4 millimeter thick)
i Backed batts
o Walls:
l9oty plastic (greater than or equal to 4 millimeter thick)y' F ace-stapled, backed batts
l Low-perm paint
o Ceilings:
i Not required where ventilation space averages greater than or equal to 12 inches above
jpsulation
*F ace-stapled, backed batts
t lpoty plastic (greaterthan or equalto 4millimelerthick)
Q 1to*'perm paint
SEE BACK
C:\DOCUMFT-I\Owner\LOCALS-1\Temp\Application-Residential Energy Code Checklist-l.doc
Page I of2
L{
WASHINGTON STATE VENTILATION AND INDOOR AIR OUALITY (2000 Code):
Type of ventilation used throuqhout the house: .3 HVAC Integrated Option .i Exhaust Option
Whole House Fan for o'Exhaust Option":
o In what room is your whole house fan located?Dm*m++
e What size is the whole house exhaust fan?
Note: the whole house fan shall be readily accessible and controlled by a}4-hour clock timer
with the capability of continuous operation, manual and automatic control. At the time of final
inspection, the automatic control timer shall be set to operate the whole house fan for at least 8
hours a day, and have a sone rating at 1.5 or less measured at 0.10 inches water gauge.
Spot Ventilation:
Source specific exhaust ventilation is required in each kitchen, bathroom, water closet, laundry
room, indoor swimming pool, spa and other rooms where excess water vapor or cooking odor is
produced. Bathrooms, laundries or similar rooms require fans with a minimum 50 cfm ratingat
0.25 inches water gauge; kitchens shall have a fan with a minimum 100 cfm rating rt0.25 inches
water gauge.
Outdoor Air Inlets:
Outdoor air shall be distributed to each habitable room by means such as individual inlets,
separate duct systems, or a forced-air system. Habitable rooms include all bedrooms, living and
dining rooms but not kitchens, bathrooms or utility rooms. Where outdoor air supplies are
separated from exhaust points by doors, undercutting doors a minimum of Yzinchabove the
surface of the finish floor covering, distribution ducts, installation or grilles, transoms or similar
means where permitted by the Uniform Building Code. When the system provides ventilation
through a dedicated opening, such as a window or through-wall vent, these openings must:
o Have controlled and secure openings
o Be sleeved or otherwise designed so as not to compromise the thermal properties of the wall or
window in which they are placed.
r Provide not less than 4 square inches of net free area of opening for each habitable space.
Whqt-type of fresh air inlet will be installed? (See figure below)
0\Window Ports
.i wall Ports
C:\DOCUME^-I\Owner\LOCAlS-1\Temp\Application-Residential Energy Code Checklist-l.doc
Page2 of2
5o/V5'cFM (l-2 bedroom house)
80.3120 CFM (3 bedroom house)
100.,i-150 CFM (4 bedroom house)
120 !3-180 CFM (5 bedroom house)
( ".,.\, .rscdptvoApproach-Simple Form
Fortho.Washlngton State Energy Gode (2001 Edition|
Cllmate 7lrrrc 1
Sile lnformetlon
Ld:3 (D 4o') * *l fu"a)
3 +1* 5r
ffivt ?eryT,> *!se,*fp ,
Stab:w Qgstog
Contact t
Plrnc:
ptrans ;1 tApD 5
BuiHlng Departmont Um Only
Perrft*. - ,,., _
Ndc:
I
Trbf.5-l
mnscsxnilB W R occruprilcs
lsfrrsms
Thic prolect conrplhs wlttr the lolbwlng:/ ltre projed le a dngle hrlly resHence or dupler.y', tneprofed lswood frame 98 a[ of tfie lmuh0on b ffirior or e)d6dor of lhe fiurirg.' {- *ubulldng components meet the requlru.nents [sted in TaHe &1, opton lll-{ Tne proFct wtll rpefi all otrer prorbions of fie UIEEC and VlAe.
O 00a0 Excepton 2.'Doorcu,ih e ttftdor of 0.40 slowed nltrorf catcrulafiur, Ofion ll! only
locaton ofthe doo(s) taking thb exception
Copy&tt 20@, I i9UCEEPBoS
copfrd by pentinion from thr t lHrir{bn shls tttiror*y cmeentr,e Ecendqr snctur prognm
5/|31tffiz
@im
YodFloor
6laing
Al'earo
V€rdcal Ovedsadll
Doof,tt
fsotor
cdrhd V{ilbd
cdrtud
lvdl
Above
(lradc
lYrtl
Inr{
Bclou'
Gmdc
Wsll
Ef{
Belowfuc
Ftoof,
Slob'&
Gflde
u Ihlimited
&otryR*l
Ocorpancy
Onlv
0.40 0.58 o20 R-38 R-il)R-21 R-21 R-10 R-30 R-r0
Prrroiptive - thde Fqm - Cfimab l6m I
' i;\ i''l i ') ?.00'
2{Nl EDITION
ROI}CI.IPANCY
r Rref€rerrce C,ass
O- NomhalR-wlucsryroforwoodfameasserublicsonlyorasmbliesbuihinaccordnrccwitrssclimr60l.l.
l. Mininum rtquirencnts fm emh qtion ti*ed. For eromplg if * propooed dcsign has I glazing ralio to fu conditioned 'floor
aw of l3V', ft *all oryly wift all of the requirements of te tS"A gtazlug option (or bigh€i). plcryosed dosilglrs nrtich ce.rnot
mtir*fu specificrequimoenn of a listed optiorr abovcnuy calculatooonpliancc Uy OapUri+ ori offhis CJrb.
2. Rcquircmcnt appties to all ceiliflgr s,toept singlc raftcr orjoist vurltod ceilingp. 'Adrr' dendes Adveccd Ftm€d C€ilin&
3. Rcquirement applicable onty to single raffcr orllist wulted ceiling.
4. Bdow gradp ualls shf,U be in$latod eiftff m &e exterinr to a minimum lcvel of R-lQ u on ths infiecior to fre same level as
walbabov.ograde. E:derior-insul,atiolrinstalledonbelowsfadawalhsallbeawaterrcsi$mtmaterirl"nanr$cturedforits
intcrdcd wo, and instatled according to the rnanufrctrsds specifications $ce Sedton 602.2.
5" Floss overcrawl spacas or elEosod to iunbisrt air csrditions.
6. Requircd slab ptrimctcr insrl*ion Sall lie a wder rcistant mauial, manuftcfired for its itriended usq rrd installed
aeuiling to manufactneds specifications" See Soction 6@-4.
7 . InL¬ce shndsd franing 16 inches on center wift headers insulatEd with u plialurn of R-5 insutrarion
8. This wdl insulattonrequi,raueradenotesFlg wall cevity insuhtbnphrs R-5 foam St@fti:rg.
9- Doors, includirrg all fre dmr$, shall be assi$€d defrult tLfrcfiors from Tabte l0{c.
10. -Whre a:nmimum ghzirg aree is li$€4 60 totd gluing arba (combincd vertical phrs ofertc*d) as a pgrcqr( of gms
oontlitloned floor arca shall be less than or equal to thd vatue. Ovcrhead glazing wifh U-frcfior ofU={.,10 c tese is not included
' in gtszfog ar€a limiffiions.
I l. Or€drcad glazing slrall have.U-frctors deHmid in acoorda;ce wift NFRC 100 m as speoified in Sectim 502.I.5.
12. Log and solftl timb€r walb wllh'aminimum average thidmros of 3.5" art exempt trom tris insrtmisn rcquiremenL
TABLE.8.{
PRESCRFTIVE REQUIRETEifr$JJ FOR GROUP
cr-rATEzoNEfJ
Opfion
Gtezk
Ar,Ealq
% of Flmr
Glairnt.LFador
Doors.
t.l-Fador c€tirrf Vaufted
Ceil[ngP
l/rtas
Abwe
Grade
Wallr
inf'Below
Grede
WaI.
e#
Bdflr
Grade
Fhof
sbb4
on
Grad€Vedicd Overheadli
I.l.z#o 035 o-J8 4"2fr R.3E R-30 f'nl$R-I5 R"l0 R-30 R-10
ILT lSVi O-i{0 0.58 ozh R-38 R-30 Hr R-21 R-10 R-30 R.l0
UL Unliuit€d
OroupR€
Oocupoacy.(}rlv
O-il{l 0J8 0.20 R-38 R€O R4r R-21 R-l0 R-30 R.l0
Etrcc{rc7n1ft2 lEi
City of Port Townsend
Development Services Department
ENVIRONMENTALLY SENSITIVE AREAS QUESTIONNAIRE
Permit applications are reviewed by our staffto make a preliminary determination ofthe presence or
absence ofanEnvironmentally Sensitive Area on the property, pursuant to Chapter 19.05 ofthePort
Townsend Municipal Code. To help us make this determination, please supply the following
information.
General Information:
Sensitive Area
ApplicantName: Randy & Gina Holeman Phone: 360 385 6569
Mailing Address: 233 30th ST, Port Townsend, WA 98368
Property Address (if different):
Description of Proposal (include site plan):
The proposed new construction oreates 1204.25 sq. ft. of impervious surface. What best management
practices are proposed?
Existing public road is gravel, proposed relocation of driveway is to be crushed rock. No other BMP is
anticipated.
l. Is any portion of the property within or near a mapped Environmentally Sensitive Area?
(Maps are available at the Building and Community Development Deparhnent)
YES XX NO
2. Is there any standing or running water on the surfacs of the site at any time during the year?
Yes XX No If YES, please describe:
Has any portion of the site been idenffied as a wetland?
If YES, please describe:
xx No-t YES
4. Is the site characterized as:
Forest Meadow XX Cleared Mixed
5. Is the slope of the properly: flat
(0o/o- 5Vo)
Critical Slope - 40% or greater
(5o/o- l5Vo)
slope steep slope
(l5o/o - 4Ao/o)
Criticrl Slopc
{Oqt or Fcetrr
stctp Slolrc
1596 - 40
Gcnflc 596 - 1596tF'trt-O-5rt6
187o slope @ SW corner; 157o predominant over lot (see plot plan topographic)
The applicant hereby certifies that all of the above statements and the infonnation contained in any other
transmittals made herewith are true, and the applicant acknowledges that any action taken by the City of Port
Townsend based in whole or in part on this application may be reversed if it develops that any such statemeirt or
other infomration contained herein is false.
The applicant understands that the determination of the Director may be appealed by the applicant or by any other
party by following the appeal procedure outlined in Chapter 1.14 of the Port Townsend Municipal Code. Any
appeal must be filed within seven calendar days from the Notice of a final decision.
Signature of Applicant Date
FOR DEPARTMENT USE ONLY:
Reviewedby:
Site visit Required? NO YES Site visitmade on:
Exempt per PTMC 19.05.040 (B)? NO YES
Threshold Determination (presence/absence of ESA, type of ESA)
NOShorelines Jurisdiction?YES
NAME OF APPLICANT
Date Received with all necessary paperwork.
",bryo7- 2Dy
RESIDENTIAL CHECKLIST (For 1-2 Family Residences)
Kn DV J.i,rf r+
BUILDING REVIEW BUILDING PERMIT #
L
[,'tl I
Zonrng:Impervious Surface %o -01son (1oytv\,4o ,1
n
Lot Coverage : 3l " [o
OK w/zoning?dA Septic? If yes, contact County'Env. Health
In a PUD?r2$e;f.$!geqions on site plan
Site Plan, all setbacks shown needed?
Completed Plans Checklist (APU? Prepare Notice to Titld\A-J
Energy Code Checklist & Compliance Form dn Iflichii6t/en$n{plXrxwntstamp/signed
/2 Sets of Plans Submitted?Garage?
Attached Detached
Type ofHeat
V&t'tut (./lf a new detached garage or ADU, give coov
of site plan to rrancesciap"/}^rt;.r; yn4r)frr)
Floor Plan: Number of bedrooms
Number of bathroomt
Typical framing details/dection Jz q,;rry
Foundation plan, if calcs, holddown symbol
& verbiage must be shown on plans
Floor framing plan; if calcs, shear wall t-
symbol & verbiage must be shown on plans
Floor framing plan Elevation(s)
Roof framing section plan
PLANNING REVIEW (if applicable) LAND USE PERMIT #
ROUTED TO:DATE:
Critical Area Map checked. If in C{ what is it mapped?Slope: %
Within 200 ft of Shoreline Ordinary High
Water Mark?
In Flood Plain? Fill out FEMAforms if yes
Lots of Record review (all 3 must be true): 9 or fewer lot(s), plat created pre-1937, AND
development requires water, sewer, or street to be extended; OR if a block is owned with one SFR &
wants to build another residence. CHECK for Public Works if it was issued!
PUBLIC WORI(S REVIEW MIP#($53 due) or SDP #($330 due)
ROUTED TO:DATE:
Submittal Checklist attached 8-ll2 x I 1 Site Plan reviewed for all items
All trees in ROW identified Septic? Need County OK FIRST
Pre-app Conference? Date held PRE #
Impervious checked lu d n>>ino'rta-u
Any work in ROW beyond a driveway apron needs Engineered Plans. DO NOT ACCEPT PERMIT
WITHOUT TI{EM!Water, sewer, andlor streets being extended? Need 4 sets of engineered plans
Any existing or proposed easements for shared utilities or driveway wl adjacent property owners?
We must have the licensed contractor's name and information for ANY right-of-way work.
P:\DSD\Forms\Building Forms\Checklist-Residential Building Plars-Front Counter Sep 06.d<fc Revised 9/2?/06
' City of Port Townsend
Development Services Department
BUILDING FEE SCHEDULE
l. To find your project's valuation, multiply the square footage by the appropriate values below. *
2. Go to the Fee Table below to determine your Building Permit Fee.
3. Multiply the Building Permit Fee by .65 to determine your Plan Review Fee. This is the minimum fee due
upon submittal of your application. You may pay all the fees at submittal time if you wish.
4. Your project may have additional fees, such as Public Works. Pbase see the Public Works permit fees sheet.
RESIDENTIAL FEES Note: Fees quoted before the time of permit apptication may be subject to change
Separate structures will be valued separately.
Foundations: $14.98 x Patio Slab:
Garages:
Wood Frame
$4.92x
07 - Do<[
Dwellings (includes finished basements'): , , , ff;L""tt
wood Frame $95.17 xWg_:<i/?/5, /g ptut
Masonry $99.81 x ::
Manufactured Homes:$7. 15 x _ : _
(Includcs slab/runners, blocking, holddowns, skirting, utility
connections, etc. A separate electrical permit is required)
Storage Room $56.62 x _: _
Unfinished, unheated, to be finished in future
$37.15x-:-
Basements:
Semi-Finished $22.50 x
-: -
Unfinished $17.17 x :
Covered Porches: $25.84 x :
Stairs, per lineal ft.$129.88 x_:_
$2s.03 "5o(EAe.tz-
Railings, " " $1
TOTAL VALUATIO
5.43 x :N,6/37987
$16.10 X
-:
-Sl2.I2*.-: -
Storage Sheds: (Over 200 sq. ft. floor area)
Insulated $25.84 x _: _
Un-insulated $20.49x :-
Pole Buildings:
Slab (<300 sq.ft.) $3.94 x _ = _
Slab (>300 sq:ft.) $2.94 x _: _
PLUS Building $13.27 x _: _
$71.38 x
-: -
W FEE: 9V5, o </
BUILDING PERMIT FEE: 72 7, 75
HOUSE NUMBER: $3.00 per address
STATE BUILDING CODE SURCHARGE: $4.50
RECORD RETENTION FEE: $3.00 - $10.00
Decks: 6 ftz- $12.49 " ?/??.0
Townhouses:# pLnN REvIE
TOTAL FEES:
* The Building Department establishes building permit fees based on Section 108 of the Codes. The
fees are calculated using the estimated fair market value of the project (material + professional labor costs). The
value includes the total value of all construction work, including finish work. The Plan Review Fee, which is 65%
of the Building Permit Fee, is paid at the time of application submittal. The Building Permit Fee, and any additional
fees, is paid at the time the permit is issued.
All fees are based on fair market values. The values may be adjusted to coincide with the quality and individual
characteristics of your project. The Building Department will establish an estimate using "good" values per square
foot for similar buildings in the region. These estimates are updated on a regular basis. The valuations were taken
from the MARST{ALL & SWIFT Residential Cost Handbook and Building Standards, March'/April2002, and are
estimated square footage values for residential and accessory buildings.
TOTALVALUATION BUTLDING PERMIT FEE
$l to $500 $23.50
$501 to $2,000 $23.50 for the fust $500, plus $3.05 for each additional $100 or fraction thereof.
$2.001 to $25.000 $69.25 for the first $2.000. plus $14 for each additional $1,000 or fraction thereof
$25,001 to $50,000 $39 I .25 for the fust $25,000, plus $ 10. l0 for each additional $ I ,000 or fraction thereof
$50.001 to $100.000 $643.75 for the first $50.000. plus $7 for each additional $1.000 or fraction thereof
$100,001 to $500.000 $993.75 for the first $ 100,000, plus $5.60 for each additional $ 1,000 or fraction thereof
$500,001 to $ 1,000,000 $3,233.75 for the first $500,000, plus $4.75 for each additional $1,000 or fraction thereof
$1,000.000 and up $5,608.75 for the first $1,000,000 plus $3.15 for each additional $1,000 or fraction thereof
P:\DSD\Department Forms\Building Form$Fee ScheduleBuildiirgs.doc I 31L12006
Gity of Port Townsend
Development Seryices Department
Waterman & Katz Building
181 Quincy Street Suite 3014, Port Townsend, WA 98368
(360) 379-3208 Fax: (360) 385-7675
lnspection Request Line (360) 385-2294
RESIDENTIAL PLAN REVIE\)U CHECKLIST
ow er.RJD./ d J,r-sr-{AJ Contractor:
Permit Number:Site Address 273 3o{J^- 6T
Plans Examiner:Date:
o 2003 lnternational Residential Code (tRC) WACSl-51. 2003 lnternational Building Code (tBC) WACS1-S0. 2003 lnternational Mechanical Code (lMC) WAC 51-52'. 2003 Uniform Plumbing Code (UPC) WAC 51-56 & 51-57. 2003 Washington State Energy Code (WSEC), WAC S1-11. 2003 Washington State Ventilation and lndooi Air Quality Code (WSVIAO), WAC 51-13
. SeismicZone D2 , Wind load 85 mph, exposure B. C. or D (provide specs on plans),. Roof snow load 25 lbs. per square foot. Floor live load varies, see R301.5.
The numbered items on the following pages are associated with the above referenced codes, as adopted
by the City of Port Townsend. The sarne number identifies items circled from the checklist and transferredonto
the approved plans. This checklist shall remain attached to the approved plans and be available during
inspections to the City of Port Townsend Building lnspector. This checklist is submitted as information only,
and shall not be construed as an all-inclusive list of code requirements.
office hours are from 8:00 a.m. until 5:00 p.m. Monday through Friday.
Inspections can be scheduled by calling (360) 3S5-2294. To schedule an inspection the following
information will be needed: Permit number, site address, name of owner, tlpe of inspection requested, ur,O t6.
telephone number Development Services staff should use if theyneed to call with questions.
\\Bcd permits\formsg0O3 Plan review checklist coversheet.doc
The minimum openable area to the outdoors shall be 4%
of the floor area being ventilated. Exception: I) The
glazed areo need not be openable where the opening is
not required by R3 l0 and qn approved mechanicql
ventilqtion system is provided capable ofproducing ,j5
ACH in the room or a Whole house mechanical
ventilation system is installed capable of supplying
outdoor ventilation air of I 5 cfm per occupqnt computed
on the basis of two occupants for the I"t bedroom and one
occupantfor each additional bedroom. 2) The glazed ore
need not be provided in rooms where exception I is
satisfied and artfficial light is capable of producing an
qverage illumination of 6 foot-candles over the area of
the room at a height of30 inches above thefloor level.
6. EXHAUST FANS: IRC Section M1506, WSVIAQ
Section 302.2.1, IMC Section 50 1.2, 502.7 .3.6. Exhaust
fans are required in each kitchen, bathroom, water closet
room, laundry facility, indoor swimming pool, spa and
other rooms where excess water vapor or cooking odor is
produced. The air removed by every mechanical exhaust
system shall be discharged outdoors at a point where it
will not cause a nuisance and from which it cannot again
be readily drawn in by a ventilating systqn. Air shall not
be exhausted into an attic or crawl space. The termination
point shall be located at least 3-feet from the proper(y line.
See energlt section of this checklist for more speciJic
requiremenls.
7. CLOTHES DRYERS: IRC Section Ml50l, G2439, &
IMC Section 504. Exhaust ducts shall be constructed of
metal and shall have a smooth interior finish. Exhaust
ducts shall terminate outside the building in accordance
with the dryer manufacturer's installation instructions.
Screens shall not be installed at the duct termination.
Ducts shall be equipped with a backdraft damper.
Exhaust ducts shall not be connected with sheetmetal
screws or other fasteners that will obstruct the exhaust
flow. The minimum duct diameter shall be 4" and shall
be supported and secured in place. The male end of the
duct at overlapped ductjoints shall extend in the direction
of airflow. Flexio-le transition ducts used to connect the
dryer to the exhaust duct system shall be limited to single
lengths, not to exceed 8 feet in lergth and shall be listed
and labeled in accordance with UL2I58A. Transition
ducts shall not be concealed within construction. The
maximum length of a clothes dryer exhaust duct shall not
exceed 25 feet from the dryer location to the wall or roof
termination. The maximum length of the duct shall be
reduced 2.5 feet for each 45-degree bend and 5 feet for
each 9O-degree bend. The maximum length of the exhaust
duct does not include the transition duct. Exception:
Ducts installed in accordance with the dryer
m anufactur er's ins tql I at io n ins truct ions,
8. RANGE HOOD: IRC Section M1502, M1503, M1504,
Ml90l.1 & IMC Sections 304.8, 505. Overhead exhaust
hoods shall discharge to the outdoors through metal
exhaust hood (galvanized steel, stainless steel, or copper)
not less than 28 gage. Such ducts shall have a smooth
,\
I
inner wall and be air tight and equipped with a backdraft
damper. Clearance of at least 24" shall be maintained
between the cooking surface and the combustible
material or cabinet. Exceotion: Dact msteriql and
cleurance where instslled in accordance with the
manufacturer's installatio n _Clearances to combustibles
shall include such considerations as door swing, drawer
pull, overhead projections or shelving and window swing,
coverings and drapes. Refer to WSVIAQ Section 302.1
& Table 3-l for more specific requirements.
9. WATER CLOSET CLEARANCES: IRC Section R307,
UPC Section 408.6. Water closet shall be located in a
clear space not less than 30" in width. The clear space in
front shall not be less than24".
10. SHOWER AREAS: IRC Section R307 and UPC Section
412.6,412.7,412.8. Bathtub and shower floors and walls
above bathtubs with installed showerheads and in shower
compartments shall be finished with nonabsorbent
surfaces that extend to a heightof not less than Gfeet
above the floor. The clear space in front of the shower
opening shall not be less than 30". All showers shall have
a minimum furished interior floor area of l024 square
inches and shall also be capable of encompassing a 30"
circle. These dimensions shall be maintained to a point
70" above the shower drain outlet.
I l. CHIMNEYS & FIREPLACES: IRC Section Rl00l.l7,
R1002, R1003, and R1004. Chimneys shall be provided
with crickets when the dimension parallel to the ridgeline
is greater than 30" and does not intersect the ridgeline.
The intersection of the cricket and the chimney shall be
flashed and counterflashed and constructed in compliance
with Figure Rl00l.l7 and Table 1001.17. Factory-built
chimneys and fueplaces shall be installed and terminated
in accordance with the manufacturer's installation
instructions. Masonry and concrete chimneys shall be
anchored at each floor, ceiling or roofline more than 6 feet
above grade except where constructed completely within
exterior walls. See anchorage requirements in IRC
Section R1003.
12. TIGHT-FITTING DOORS GIREPLACE): WSVIAQ
Section 402. Solid fuel burning appliances and freplaces
shall be provided with tight-fitting glass or metal doors.
An outside source of combustion airshall be ducted to the
fuebox.
13. FIREPLACE HEARTH EXTENSION: IRC Sections
R1003.9 and RI003.10. Unless otherwise specified by
manufacturer's installation instructions hearth extensions
shall be constructed ofconcrete or masonry, supported by
noncorntustible materials. Fireplace hearths shall be at
least 4" thick and hearth extensions shall be atIeast2"
thick. The frreplace extension shall extend at least 16" in
front of, and at least 8" beyond each side ofthe fireplace
opening. Where the fireplace opening is 6 square feet or
larger, the hearth extension shall extend at least 20" in
2
placed at points within the upper onethird (1/3) and lower
one-third (l/3 ) of it's vertical dimensions. At the lower
point, a minimum distance of 4" shall be maintained
above the contols. Lag screws not less thqn %" in
diameter must be used to anchor the restraints to the wall
and eqch lag screw must hwe at least I-%" thread
penetration into q studwall. Aflat washer must be
installed benryeen each lag screw and the strapfor
reinforcement. WSEC Section 504.2.1. All electricwater
heaters shall be placed on an R-10 pad when located in an
unheated space or'on a concrete floor.
19. L.P.G. OROPANE) APPLIANCES: IRC Chapter 13,
IMC Section 303.7. Appliances installed in pits or
excavations shall not come in direct contact with the
surrounding soil. The sides of the pit shall be held back a
minimum of 12" from the appliance. Where the depth
exceed 12" below the adjoining grade, the walls of the pit' or excavation shall be lined with concrete or masonry.
Containers for storage of L.P.G. shall be installed in
accordance with the Fire Code.
20. MANUFACTURER'S SPECS: IRC Section M1302,
M1303, and IMC 304.1. All appliances shall be listed
and bear a permanent factory applied nameplate(s) affixed
to the appliances with manufacturer's name or trademark,
model number, serial number, and seal or mark of testing
agency. The installer shall leave the manufacturer's
installation and operating instructions attached to the
appliance.
21. VACUUM BREAKERS: UPC Section 603.4.7, Potable
water outlets with hose attachments other than water
heater drains, and clothes washer connections shall be
protected by a listed non-removable backflow preventer, a
non-removable hose bib type vacuum breaker, oran
atmospheric vacuum breaker installed at least 6" above
the highest point of usage located on the discharge side of
the last valve.
22. TRAP PRIMERS: UPC Section 1007. Floor drains or
similar traps connected to the drainage system and subject
to infrequent use shall be protected with a trap seal primer
and shall be accessible for maintenance.
23. GARAGE/DWELLING DOOR/OPENINGS: IRC
Section R309.1 Openings between the garage and
residence shall be equipped with solid wood doors not
less than l-3l8 inches (35mm) in thickness, solid or
honeycomb core steel doors not less than l-3l8" thick, or
20-minute fu+rated doors.
24. GARAGE/DWELLING SEPARATION: IRC Section
309.2The garzge shatl be separated from the residence
and its atiic arca by not less than 72" gypsum board
applied to the garage side. Garages beneath habitable
rooms shall be separated from all habitable rooms above
by not less than 5/8" Type X gypsum board or equivalent.
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Where the separation is a floor-ceiling assembly, the
structure supporting the separation shall also be protected
by not less than Yz" gypsum board or equivalent.
25. SEPARATION BETWEEN DWELLTNG UNITS: IRC
Section 317. Walls and floors assemblies separating
dwelling units in 2-family dwellings shall not be less than
l -hr fire-resistive rating.
26. FIRE.RESISTANCE OF EXTERIOR WALLS: IRC
R302.Exterior walls with a fne separation distance less
than 3' shall be not less than a l-hour fue-resistive rating
with exposure from both sides. Projections shall not
extend to a point closer than 2' from the line used to
determine the fne separation distance. Detached garages
accessory to a dwelling located within 2' of a lot line may
have roof eave projections not exceeding 4". Projections
extending into the fre separation distanceshall have not
less than one-hour fne-resistive construction on the
underside. Openings shall not be permitted in the exterior
wall of a dwelling or accessory building with a fire
separation distance less than 3'. Exception: Foundation
vents instqlled in compliance with this code are permitted.
27. FLOOR AREA: IRC Section R304, R306. Every
dwelling unit shall have at least one habitable room with
not less than 120 square feet ofgross floor area. Other
habitable rooms except kitchens shall have an area of not
less than 70 square feet. Habitable rooms shall not be less
than 7' in any dimension. Exception: Kitchens. Every
dwelling unit shall be provided with a water closet,
lavatory, bathtub or shower, kitchen area with a separate
sink, be connected to an approved sewage disposal
system, and shall be connected to an approved water
supply with hot and cold water.
28. MINIMUM CEILING HEIGHTS: IRC R305.
Habitable rooms, hallways, corridors, bathrooms, toilet
rooms, laundry rooms and basements shall have a ceiling
height of not less than 7', measured from the finished
floor to the lowest projection from the ceiling.
29. ATTIC ACCESS: IRC R807.1. Attics that exceed 30 sq.
ft. and have a vertical height of 30" or greater must be
provided with minimum accessopenings of not less than
22" x 30". The affic access shall be located in a hallway
or other readily accessible location with a 30" minimum
unobstructed headroom in the attic space above the access
opening.
30. EXTERIOR DOORS/EXITS: IRC R311.4.1. At least I
exit doorway shall be side hinged and not less than 3' in
width and not less than 6'8 " in height. The exit door shall
provide direct access from the habitable portions of the
dwelling to the exterior without requiring travel through a
garage. Access to habitable levels not having an exit shall
be by a ramp or a stairway in accordance to applicable
IRC sections 3l 1.6 or 3l 1.5. Egress doors shall be
readily openable from the side from which egress is to be
4
SrnucruRAL
40. FOUNDATION FOOTING SIZE: IRC Section R403.
Assume load bearing value of soil 1500 psf unless proven
otherwise.. Supporting I floor: minimum 6"x 12".. Supporting 2 floors: minimum 6" x 15".. Supporting 3 floors: minimum 8" x 23".
Spread footing projections shall be at least 2" & shall not
exceed the thichness ofthe footing.
41. FOOTING REINFORCEMENT: IRC Section R403,
R404.1.4. Plain concrete walls located in Seismic Design
Categories Dl and D2 shall comply with the following: 1)
Minimum reinforcement shall consist of one #4horimntal
bar located in the upper 12" of the wall. 2) Wall height
shall not exceed 8.' 3) Height ofunbalanced backfill shall
not exceed 4', and 4) A minimum thbkness of 7 W' is
required for plain concrete foundation walls except that a
minimum thickness of 6" shall be permitted for plain
concrete foundation.walls with a max. height of 4'6"
provided the minimumspecified compressive strength of
concrete, fc, is 4000 psi as evidenced by the
delivery(batch) ticket for the project. As a minimum
standard, refer to the attached handouts: Foundation
Re i nfor c em ent Req u i r e m e nt s.
42. FOUNDATION WALL SIZE: IRC Tables R404.1.1(l),
R404. I . I (2), R404. l. I (3), R404. l. I (4), & Section 404.1.4
See attached handouts. Plain concrete and plain
masonryfoundation walls located in Seismic Design
Categaories Dl and D2, as established in Table
R30l.l(l), shall comply with the following: l) Minimum
reinforcement shall consist of one #4 horizontal bar.
Located in the upper 12" of the wall, 2) Wall height shall
not exceed 8', 3) Height ofunbalanced backfill shall not
exceed 4'0", and 4) A minimum thickness of 7 t/2" is
required for plain concrete foundation walls except that a
minimum thidcness of 6" shall be permitted for plain
concrete foundation walls with a maximum height of 4'6".
5) Plain masonry foundation walls shall be a minimum of
8" thick.
Vertical reinforcement for masonry stem walls shall be
tied to the horizontal reinforcemerfr in the footings.
Masonry stem walls located in Seismic Design Categories
Dl and D2 shall haye a min. vertical reinforcement of one
#3 bar located a mix. of 4' o.c. in grouted cells.
Foundation walls located in Seismic Design Categories
Dl and D2, as established in Table R301.2(l), supporting
more than 4' of unbalanced backfrll or exceeding 8' in
height shall be constructed in accordance with Table
R404. I . I (2), R404. 1. I (3) or R404. l. I (4) [reinforced
concrete] and shall have two #4horizontal bars locatedin
the upper 12" of the wall.
4J. STEPPED FOUNDATIONS: IRC Section 602.11.3.
Where stepped foundations occur, the following
requirements apply: l) Where the height of a required
braced wall panel that extends from the foundation to
floor above varies more than 4', the braced wall panel
shall be constructed in accordance to figure R602.1 1.3
See attached details. 2) Where the lowest floor framing
rests directly on a sill bolted to a foundation not less than
8' in length along a line of bracing, the lineshall be
considered as braced. The double plate of the cripple stud
wall beyond the segment of footing that extends to the
lowest framed floor shall be spliced by extending the
upper top plate a minimum of 4' along the foundation.
Anchor bolts shall be locateda maximum of 1' and 3'
from the step foundation. 3) Where cripple walls occur
between the top of the foundation and the lowest floor
framing, the bracing requirements for a story shall apply.
(see item # 62) 4) Where only the bottom of the
foundation is stepped and the lowest floor framing rests
directly on a sill bolted to the foundations, the
requirements of Section R602.1 L I shall apply. (see item #
46).
44. FOOTING DEPTH: IRC Section R403.1.4, R403.1.4.2.
all exterior footings shall be placedat least 12" below
undisturbed ground. Interior footings supporting bearing
or bracing walls and cast monolithically with a slab on
grade shall extend to a depth ofless than 12" below the
top of slab.
45. CRIPPLE WALL BRACING: IRC Definition, Sections
P(602.10.2, R602.10.2.3, & R602.10.1l.l &
R602.10.11.2. A cripple wall is a framed wall from the
top of the foundation to the underside of the floor framing
of the frst story above grade plane. In Seismic category
Dl (other than D2), cripple walls shall be braced with an
amount and type of bracing as required for the wall above
in accordance with Table R602.10.1 with the following
modifications for cripple wall bracing: l) The percent
bracing amount as determined from Table R602.10.1 shall
be increased by l5%o, and 2) The wall panel spacing shall
be decreased to 18' instead of 25' . In Seismic Design
Category D2 Cripple walls shall be braced in accordance
with Table R602.10.1. In any Seismic Design Category,
cripple walls are permitted to be redesignated as the frst
story walls for purposes of determining wall bracing
requirements. If the cripple walls are redesignated, the
stories above the redesignated story shall be counted as
the second and third stories repectively. Where interior
braced wall lines occur without a continuous foundation
below, the length of parallel exterior crpple wall bracing
shall be I Yztimes the length required by Table
R602.10.1. Where cripple walls are braced using method
3 of Section R602.10.3 .(wood structural panel) cannct
provide this additional length, the capacity of the
sheathing shall be increased by reducing the spacing of
6
')
shall be not less than 12" thick, and exterd 6-inches
beyond the face of the freplace or foundation wall on all
sides. Footings shall be founded on natural, undisturbed
earth or engineered fill below the frost depth, at least 12"
below finished grade.
51. UNDER-FLOOR VENTILATION: IRC Section 408.1
and 408.2. The under-floor space between the bottom of
the floorjoists and the earth under any building (except
space occupied by a basement or cellar) shall be provided
with ventilation openings through foundation walls or
exterior walls havinga net area of not less than I square
foot for each 150 square feet ofunder-floor space area.
Openings shall be located as close to corners as practical
and shall provide cross-ventilation. One such opening
shall be within 3-feet of each corner of the building.
Ventilation openings shall be covered for their height and
width with any of the following materials provided that
the least dimension of the covering shall not exceed %":
l) perforated sheet metal plates not less than .070" thick,
2) Expanded sheet metal plates not less than .047" thick,
3) Cast iron grills.or grating, 4)Extruded loa&bearing
brick vents, 5) Hardware cloth of .035" wire or heavier,
6) Conosion-resistant wire mesh, with the least dimension
being l/8". See exceptions for additional options.
52. WOOD IN CONTACT WITH CONCRETE &
MASONRY IRC Section R3l9#2. All wood framing
members that rest on concrete or m€Isoru-y exterior
foundation walls and are less than 8" from the exposed
ground require the use ofan approved species and grade
of lumber specified in Section R3l9.l & R319.2 and #56
of this checklist.
53. COLUMNS AND POSTS: IRC Section R319.1.3,
R3 19. I .4 & 407 .7 . Posts, poles and columns supporting
permanent structures that are embedded in concrete in
direct contact with the ground or embedded in concrete
exposed to the weather shall be approved pressure
preservatively treated wood suitable for ground contact.
Wood columns shall be approved wood of natural decay
resistance or approved pressure preservatively treated
wood. Exceptions: l) Posts or columns which are
exposed to the weather or located in basements or cellars,
supported by piers or metal pedestals projecting l" above
the floor or finished grade and 6" above exposed earth,
and are separated therefrom by an approved inpervious
moisture barrier. 2) Posts or columns in enclosed crawl
spaces or unexcavated areas located within the periphery
of the building, sqpported by a concrete pier or metal
pedestal at a height greater than 8" from the exposed
ground, are separated therefrom by an impervious
moisture barrier. Columns shall be restrained to prevent
lateral displacement at the bottom end. Wood columns
shall not be less in nominal size than 4" x 4" or approved
equivalent.
54. GIRDERS ENTERING MASOI\RY OR CONCRETE
WALLS: IRC Section R319.1 #4. The ends of wood
!
girders entering exterior concrete or masonry walls shall
be provided with a ll2" airspace on tops, sides and ends
unless an approved species and grade of lumber specified
in Sections R3 I 9. I & R319.2 and listed in #56 of this
checklist is used.
55. POST-BEAM CONNECTIONS/FASTENING: IRC
Section R502.9, R301. Where posts and beam or girder
construction is used to support floor framing, positive
connections shall be provided to ensure against uplift and
lateral displacement. The construction of buildings and
sfuctures shall result in a system that provides a complete
load path capable of transferring all loads from their point
of origin through the load resisting elements to the
foundation.
56. MINIMUMSTANDARDS & PROTECTION
AGAINST DECAY: IBC 2303 & IRC Sections 319.1,
319.2, & 3 19.3. Structural lumber, endjointed lumber,
pre-fabricated I-joists, structural glue-laminated timber,
wood structural panels, fiberboard sheathing (when used
structurally), hardboard siding (when used structurally),
particleboard, preservative heated wood, froretardant-
treated wood, hardwood plywood, trusses and joist
hangers shall conform to the applicable standards or
grading rules of the IBC and shall be identified by a grade
and,/or identification mark. Areas subject to decay and
where required, the use ofan approved species and grade
of lumber, pressure treated in accordance with AWPA C l,
c2, c3, c4, cg, cl5, cl g, c22, c23, C24, Czg, C3 l,
C33, Pl, P2, and P3 or decay-resistant heartwood of
redwood, black locust, or cedars. Lumber and plywood
required to be pressure preservatively treated in
accordance with Section 319. I shall bear the quality mark
of an approved inspection agency that maintains
continuing supervision, testing andinspection over the
quality ofthe product and that had been approved by an
accreditation body that complies with the requirements of
the American Lumber Standard Committee treated wood
program. FASTENERS: Fasteners for pressure
preservative and fasteners for pressure-preservative and
fre-retardant-treated wood shall be of hot-dipped
galvanized steel, stainless steel, silicon bronze or copper.
See also manufacturer specification or distributor specific
installation instructions or recommen dations. Ex c ep t i on :
Yz" diameter or greater steel bolts (where required by
location). Sill plate need not be pressure treated ifsill
plate installed over 30 lb. Felt or equivalent and the sill
plate is 8" or more above grade.
57. FLOOR FRAMING: IRC Section R502.6, 502.7. The
ends ofeachjoist, beam or girder shall have not less than
l- /z" bearing on wood or metal and not less than 3" on
masoffy or concrete except where supported on a l" x 4"
ribbon strip and nailed to the adjacent stud or by the use
of approved joist hangers. Joist framing from opposite
sides of a beam or partition shall lap a minimum of 3" and
shall be nailed together with three l0&face nails. A wood
splice with strength equal to or greater than that provided
8
")
nailed with at least 8-l6d nails on each side of splice. See
Tables R602.10.1, R602.10.5 for additional wall bracing
information-
63. OPENINGS IN EXTERIOR & INTERIOR WALLS
(HEADEBU IBC Section 2308.9.5, 2308.9.6,
2308.9.7&.IRC Section R602.7. Headers shall be
provided over each opening in exterior-bearing walls.
Headers shall be of two pieces of nominal 2-inch framing
lumber set on edgg as permitted in tables R502.5(l) and
R502.5(2) and nailed together in accordance with Table
2304.9.1or of solid lumber of equivalent size. Exterior
headers not listed in the tables shall be designed to
support the loads specified in Table R301.5. Each end of
all headers shall have at least l-l/2" ofbeuing for the full
width..
64. FIREBLOCKING & DRAFTSTOPPING: IRC
Sections R602.8, R502.12. FIREBLOCKING shall be
installed to cut offall concealed vertical and horizontal
draft openings and shall form an effective flre barrier
between stories, between a top story and the roofspace.
Fireblocking shall be provided in woodframe
construction in the following locations: 1) In concealed
spaces of stud walls and partitions, including furred
spaces and parallel rows ofstuds or staggered studs as
follows: a) Vertically at the ceiling and floor levels. B)
Horizontally at intervals not exceeding l0 feet 2) Atall
interconnections between concealed vertical and
horizontal spaces such as occur at soffits, drop ceilings
and cove ceilings. 3) In concealed spaces at stair stringers
at the top and bottom of the run. Enclosed spaces under
stairs shall comply with Section P.311.2.2. 4) At openings
areund vents, pipes and ducts at ceiling and floor level,
with an approved material to resist the free passage of
flame and products of combustion. 5) For the
fireblocking of chimneys and fueplaces, see Section
Rl00l.16. 6) Fireblocking of comices of a twofamily
dwelling is required at the line of dwelling unit separation.
Fire blocking materials shall consist of material li$ed in
Section R602.8.1. Loose-fill insulation material shall not
be used as a flueblock unless specifically tested in the
form and manner intended. The integrity of all freblocks
shall be maintained. DRAFTSTOPPING.. When rhere is
usable space both above and below a concealed space ofa
floor/ceiling assembly, draftstops shall be installed so that
the area ofthe concealed space does not exceed 1000
square feet. Draftstops shall divide the concealed space
into approximately equal areas. Draftstopping mderials
shall consist of materials listed in Section R502.12.1.
65, EXTERIOR COVERING: IRC Section R703. provide
the building with a weather- resistant exterior wall
envelope. The exterior wall envelope shall include
flashing as described in Section R703.8. Ensure proper
fastening for type used, wood siding may not be less than
3/8" thick. See Table R703.4.
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66. WEATHER RESISTANT SHEATHING PAPER and
FLASHING: IRC Section R703.2 and R703.8. The
exterior wall envelope shall be designed and constructed
in a such a manner as to prevent the accumulation of water
within the wall assembly by providing waterresistant
barrier behind exterior veneer. Asphalt-saturated felt free
from holes and breaks, weighing not less than 14 lbs. per
100 SF and complying withASTM D226 or other
approved weather resistant material shall be applied over
studs or sheathing of all exterior walls as required by
Table R703.4. Such felt or material shall be applied
horizontally, with the upper layer lapped over the lower
layer not less than 2". Exception: 1) in detached
accessory buildings. 2) Under panel siding with shiplap
joints or battens, 3) Under exterior wall finish materials as
permitted in Table R?03.4. 4) Under paperbacked stucco
lath. Approved corrosion-resistant shall be provided in
the exterior wall envelope in such a manner as to prevent
entry of water into the wall cavity or penetration of water
to the building structural framing components. The
flashing shall extend to the surface of the exterior wall
furish and shall be installed to prevent water from
reentering the exterior wall envelope. Approved
corrosion resistant flashing shall be installed at all of the
following locations: l) At the top of all exterior window
and door openings in such a manner as to be lealproof,
except that self-flashing windows having a continuous lap
of not less than l-l/8" over the sheathing material around
the perimeter of the opening, including corners, do not
require flashing; 2) At the intersection of chimneys or
other masonry constuction with frame or stucco walls,
with projecting lips on bot sides under stucco copings. 3)
Under and at the ends of masonry, wood or metal copings
and sills. 4) Continuously above all projecting wood trim.
5) Where exterior porches, decks or stairs attach to a wall
or floor assembly of wood construction. 6) At wall and
roof intersections. 7) At built-in gutters.
67. STONE AND MASONRY VENEER. GENERAL: IRC
Section R703.7. All stone and masonry veneer shall be
installed in accordance with IRC Chapter 7, Table R703.4
and Figure R703.7. Such veneers installed over backing
of wood or cold-formed steel shall be limited to the first
story above grade and shall not exceed 5" in thickness.
Exception: 3. For detached one- or two- family dwellings
with a maximwn nominal thickness of 4 inches (102
mm)of exterior masoffy veneer with a backing of wood
frame located in Seismic Design Category Dl, the
masoffy veneer shall not exceed 20 feet (6096 mm) in
height above a noncombustible foundation, with an
additional 8 feet (2438 mm) permitted for gable ends, or
30 feet (9144 mm) in height wirh an additional 8 feet
(2438 mm) permitted for gabled ends whbre the lower l0
feet (3048 mm) has a backing of concrete or masonry
wall, provided the following criteria are met: 3.l. Braced
wall panels shall be constructed with a minimum of 7/16
inch (11.1 mm) thick sheathing fastened with 8d common
nails at4 inches (102 mm) on center on panel edges and at
12 inches (305mm) on center on intermediate supports.
10
75. ROOF MATERIALS: IRC Section R904 & R905. Roof
covering materials shall be delivered in packages bearing
the manufacturer's identi$ing marks and approved testing
agency labels when required.
76. ATTIC VENTILATION: IRC Section R806. Enclosed
attics and rafter sfaces formed where ceilings are applied
directly to the underside ofroofrafters shall have cross
ventilation for each separate space ventilating openings
protected against the entrance of rain and snow.
Ventilating openings shall be provided with corrosbn-
resistantwire mesh, with l/8" minimum to %" maximum
openings. The total net free ventilating area shall not be
less than I to150 ofthe area ofthe space ventilated,
except that the total area is permitted to be reduced to 1 to
300, provided at least 50o/o andnot more than 80% of the
required ventilating area is provided by ventilators located
in the upper portion ofthe space to be ventilated at least
3' above eave or cornice vents with the balance of the
required ventilation provided by eave or cornicevents.
As an altemative, the net free crossventilation area may
78. PREMISE IDENTIFICATION: IRC Section R32l &
Mason County Standards for Fire Apparatus Access
Roads. Approved numbers or addresses shall be provided
for all new buildings in such a position as to be plainly
visible and legible from the street or road fronting the
properly. Approved numbers or addresses shall be placed
on all new commercial or residential buildings (that
require an address), at the beginning of long driveways
when the address is not clearly visible from the access
road, or in any other areas deemed necessary by the local
fne district or Fire Marshal. They shall be placed in such
a position as to be plainly visible and legible from the
street or road fronting the property. Said numbers shall
contrast with their backgrou,nd.-R
79. APPROVED PLANS: fRC: Sections^I06..
@nJ ue moaifred, changed or
altered without authorization from the Building Offpial.
The building permit and one (l) set of approved plans for
the project shall be kept atthe site ofwork and shall be
.open to inspection by the building official or his or her
authorized representative.
80. HEATING: IRC Section 303.8 Every dwellingunit shall
be provided with heating facilities capable of mainiaining
a minimum room temperature of 6E F at a point 3'above
the floor and 2' from exterior walls in all habitable rooms
at the design temperature. The installation of portable
heaters shall not be used to achieve compliance with this
section.
SKYLIGHTS: IRC Section 308.6. The following types
of glazing may be used: l) Laminated glass with a
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be reduced to I to 300 when a vapor retarder having a
transmission rate not exceeding l-perm is installed on the
warm winter side of the ceiling. Where eave or cornice
vents are installed" insulation shall not block the free flow
of air. A minimum of a l" space shall be provided
between the insulation and the roof sheathing at the
location ofthe vent.
77. CHIMNEY HEIGHT CHIMNEY CRICKETS:
IRClO0l.6, R1001.17, and R1002.1. Masonry chimneys
shall extend at least 2'higher than any portion of a
building within l0', but shall not be less than 3' above the
highest point where the chimney passes through the roof.
Chimneys shall be provided with crickets when the
dimension parallel to the ridgeline is greater than 30" and
does not intersect the ridgeline. The cricket and chimney
shall be flashed and counterflashed and shall be
constructed in compliance with Figure R1001.17 and
Table R1001.17. Factory-built chimneys shall be listed
and labeled and shall be installed and terminated in
accordance with the manufacturer' s installation
instructions.
GrNBnal
minimum .015" polyvinyl butyl interlayer for glass panes
16 sq. ft. or less in area located such that the highest point
of the glass is not more than 12' above a walking surface
or other accessible area; for higher or larger sizes, the
minimum interlayer thickness shall be .030". 2) Fully
tempered glass. 3) Heat-strengthened glass. 4) Wired
glass. 5) Approved rigid plastics. Installed skylights shall
comply with Washington State Energy Code
requirements.
82. GYPSUM WALLBOARD: IRC Section F.702.4.2 &
R702.4.3 When gypsum is used as a base or backer for
adhesive application of ceramic tile or other nonabsorbent
material shall conform with ASTM C630 or Cl178.
Water resistant gypsum backing board shall be permitted
to be used on ceilings where framing spacing does not
exceed 12" o.c. for Yz" thick or 16" o.c. for 5/8" thick
gypsum board.. Water resistant gypsum wallboard shall
not be installed over a vapor retarder, or on ceilings in a
shower or tub compartment. All cut or exposed edges,
including those at wall intersections, shall be sealed as
recommended by the manufacturer. Limitations; Water-
resistant gypsum backing board shall not be used in the
following locations: l) Over a vapor retarder in a shower
or bathtub compartrnent. 2) Where there will be direct
exposure to water, or in areas subject to continuos high
humidity.
83. GYPSUM WALLBOARD FASTENING: IRC
R702.3.6 & Table R702.3.5, IBC 2306.5.1.4. Screws for
attaching gypsum board to wood framing shall be type W
or Type S in accordance with ASTM C 1002 and shall
penetrate the wood not less than 5/8". Footnote e, Tqble
8l
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)
rigid material, resistant to wind driven moisture. The
minimum ventilation requirements in IBC Section 1203.2
shall be maintained. Baffles shall be installed so that l"
is maintained between the roof sheathing ard the baffle.
The baffles shall be installed from the top of the outside
wall, extending inward, to a point 6" vertically above the
height of noncompressed insulation, and 12" vertically
above loose fill insulation.
91. VAULTED CEILING INSULATION: WSEC Chapter
2, Section 602.1 . Vaulted ceiling insulation shall be
installed where an enclosed joist or rafter space is
formed by ceilings applied directly to the underside of
roofjoists or rafters. Vaulted ceilings shall be insulated
to not less than the nominal R-value specified on the
approved building plans. Unless approved for other than
prescriptive approach the typical R-Value for vaulted
ceiling insulation shall be R-30. See Chapter 6 Table 6-l. WSEC Section 502.1.6.3. Vaulted ceiling cavities
shall be of sufficient depth to allow a minimum l" vented
air space above the insulation. Faced batts shall be facs
stapled (not ins et-stapled).
92. ACCESS HATCHES AND DOORS: WSEC Section
502.L4.4. Access doors from conditioned to
unconditioned spaces (asics and crawl spaces) shall be
weather-stripped and insulated to a level equivalent to
the insulation on the surrounding surfaces. A wood
framed or equivalent baffle or retainer must be provided
when loose fill insulation is installed the purpose of
which is to prevent insulation from spilling into the
living space when the attic access opened and/or to
provide a permanent means of maintaining the installed
R-value of loose-fill insulation.
93. DUCT INSULATION/DUCT LEAKAGE: V/SEC
Sections 503.9, 503. l0 & Table 5- I I . Approved R-8
insulation shall be installed in the following locations:
ducts, plenums and enclosures located on the roof or
exterior of the building or installed in an attic, garage,
crawl space, and walls and floor/ceiling spaces. Ducts
located in a cement slab or in ground shall be insulated
with an approved R-5 insulation. All low-pressure
supply and return duct transversejoints, and enclosed
stud bays or joist cavities/space used to kansport air,
shall be securely fastened and sealed with welds, gaskets,
mastics (adhesives), or mastic embeddedfabric systems
installed in accordance with the manufacturer's
installation instructions. Exception: l) Ducts or
building cavities used for air distribution that are located
entirely within the conditioned space do not require
sealing. 2) UL 18lA listed tapes used with listed rigid
fibrous glass ducts may be used as a primary sealant,
when installed in accordance with the listing. 3) UL
I 8 I B listed tapes used with listed flexible air ducts may
be used as a primary sealant, when installed in
accordance with thd listing. 4) Where enclosed stud bays
orjoist cavities/spaces are used to transport air sealing
may be accomplished using drywall, drywall tape plus
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joint compound. 5) Tapes installed in accordance with
the manufacturer's installation instructions, providing
detailed information specific to application on ducts,
including approved duct materials and required duct
surface cleaning.
94. PIPE INSULATION: WSEC Section 503.1I & Table 5-
|Z,UPC (WAC) 313.6. All piping, except piping
installed within unitary HVAC equipment, shall be
thermally insulated in accordance with Table t12. All
hot and cold water pipes installed outside the conditioned
space shall be insulated to a minimum of R-3.
95. VAPORRETARDER/MOISTURE CONTROL:
WSEC Section 502.1.6. Vapor retarders shall be
installed on the warm side (in winter) of insulation.
Vapor retarders shall not be required in rooflceiling
assemblies where the ventilation space above the
insulation averages 12" or greater. Faced batts shall be
face stapled.
96. GROUND COVER IN CRAWL SPACE: WSEC
Section 502.1.6.7. A ground cover of 6 mil black
polyethylene or approved equal shall be laid dver the
ground within crawl spaces. The ground cover shall be
overlapped 12" minimum at the joints and shall extend to
the foundation wall. The ground cover may be omitted
in crawl spaces if the crawl space has a concrete slab
with a minimum thickness of tll2".
97. WINDOWS & EXTERIOR DOORS: WSEC Section
502.1.5 & Tables 6-1,602.6. U-Factors for glazing and
doors shall be not more than the U-factor specified on
the approved building plans. Unless approved for other
than prescriptive approach the maximum typical Ufactor
for glazing shall be .40. See Chapter 6 Table 6-1. Any
change in windows or doors must be approved by the
Building Departrnent before installation. NFRC
compliance stickers shall remain on the windows until
the insulation inspection has been approved by the
Building Department. Doors, which are more than 50%
glazng shall be considered windows for the purposes of
energy, code requirements.
98. AIR LEAKAGE: WSEC 502.4. Provisions to limit air
leakage shall be provided to those locations separating
outdoor ambient conditions from interior spaces tlat are
heated or mechanically cold. Seals & lleatherstripping:
a) Exterior joints around windows and door frames,
openings between walls and foundation, between walls
and roof and wall panels; openings at penetrations of
utility services through walls, fbors, and roofi; and at all
other openings in the building envelope, and between
dwelling units shall be sealed, caulked, gasketed or
weathershipped to limit air leakage. Other exterior
joints and seams and seams shall be similarly treated or
taped, or covered with moisture vapor permeable
housewrap. b) All exterior doors or doors serving as
access to an enclosed unheated area shall be
14
O, *.r" it will pick-up oUl".tionuU]t. odors, fumes or
other flammable vapors. c) A hazardous or unsanitary
location. d) A room or space having and fuelburning
appliances therein. e) closer than l0' from ant vent
opening of a plumbing drainage system unless the vent is
located at least 3' above the air inlet. 0 Attic, crawl
spaces, or garages. Exception: Exhaust only ventilation
systems do not require outdoor inlets if the home has a
ducted forced air heating system that conmunicated with
all habitable rooms and the interior doors are undercut to
a minimum W above the surface of the walking surface
of the finish floor covering.
104. MAKE-UP AIR THROUGH FURNACE: WSVIAQ
Section 302.3.5.6,303.4.2 & Table 3-5. The outdoor air
connection to the return air stream shall be located
upstream of the force&air system blower and shall not be
connected directly into a furnace cabinet. fhe outdoor air
duct shall be sized in accordance with WSVIAQ table 3-
5 and shall be equipped with danpers as specified in
wsvrAQ 303.4.2.1.
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