HomeMy WebLinkAboutBLD07-070--\ a
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BIJILDING PERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-s09s
Project Information
Permit Type Residential - Single Family - New
Site Address 421EDDY CT
Project Descriplion
New SFR
Permit #
Project Name
Parcel #
BLD07-070
NEW SFWPARKVIEW
964201911
Numes Associated with this Project
Type Name
Applicant Hanna Rollie
Owner Flint C L
Contact Phone #
License
Type License # Exp Date
**r< sEE ATTACHED CONDITIONS x**
Call 385-2294by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commencedo 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 certify
that the information provided as a part of the application for this pern.rit is true and accurate to the best of nry knowledge. I further certify
that I am tlre owner of the property or authorized agent of the owner.
DateIssued: 07102/2007
lssuedBy: PWESTERFIELD
Print N am " frU Ji nA- lh^,^^
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BT]ILDING PERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-s09s
Project Information
Permit Type Residential - Single Family - New
Site Address 427 EDDY CT
Project Description
New SFR
Permit #
Project Name
Parcel #
BLD07-070
NEW SFR/PARKVIEW
9642At9tl
Fee Information Project Detoils
Decks - Residential
Dwellings - Basements - Semi Finished
Dwellings - Type V Wood Frame
Private Garages - Wood Frame
Project Valuation
Site Address Fee
Building Permit Fee
Energy Code Fee - New Single
Family Unit
Mechanical Permit Fee per Dwelling
Unit - New Residential
Plan Review Fee
Plumbing Permit Fee per Dwelling
Unit - New Residential
State Building Code Council Fee
Technology Fee for Building Permit
Record Retention Fee for Building
Permit
s242.202.3t
3.00
I,794.55
100.00
370 SQFT
864 SQFT
2,000 SQFT
3rs SQFT
150.00
1,166.46
150.00
4.50
35.89
10.00
Total Fees $3,414.40
Call 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
ThegrantingofthispermitshallnotbeconstruedasapprovaltoviolateanyprovisionsofthePTMCorotherlawsorregulatiorrs. Icertifu
that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certi$r
that I am the owner ofthe property or authorized agent ofthe owner.
Datelssued: 07102/2007
lssu6dBy: PWESTERFIELD
Print Name
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BI.]ILDING PERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-s09s
Project Information
Permit Type Residential - Single Family - New
Site Address 427 EDDY CT
Project Description
New SFR
Permit #
Project Name
Parcel #
BLD07-070
NEW SFR/PARKVIEW
964201911
Conditions
9. This property, as part of a Short Plat, is subject to the Tree Conservation Ordinance. Per PTMC Table
19.06.120(D)l,30treeunitsper40,000squarefeetintheR-Illzonearerequired. Forthis5,284,76sq.ftlota
minimum of 4 tree units are required. Existing trees 1" - 6" diameter ar 4-1/2 ft. above the ground : I tree credit; 7" -
79" : 2 tree credits; 20" and greater : 3 tree credits. Trees to be preserved must be protected during construction.
An inspection by Planning staff must be completed prior to any clearing or other site work.
10. Property corner pins must be located at time of foundation inspection to verify setbacks.
20. Temp. erosion control measures must be installed and maintained prior to approval of any building inspections.
CaIl 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.
ThegrantingofthispermitshallnotbeconstruedasapprovaltoviolateanyprovisionsofthePTMCorotherlawsorregulations. lcertify
that the infonnation provided as a part of the application for this permit is true and accurate to the best of my knowledge. I furtber certify
that I am the owner of the property or authorized agent of the owner.
Date Issued:
lssued By:
07 /02/2001
PWESTERFIELD
Print Name
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I,, CITY OF PORT TOWNSEND
'ELOPMENT
SERVICES DEPARTME.
City Hall,250 lVladison Strect, Suite 3
Port Townsend, WA 98368
Phone: 360-379-5095 Fax360-344-4619
RESIDENTIAL BUILDING PERMIT APPLICATION
NEW CONSTRUCTION, REMODELS, & ADDITIONS
Block Lot(s)
1
I
Legal Description: Addition f
Scope of Work:
Please c all items that apply for the type of building permit you are req uesting
Floor Area: the proposed structure is to be used for:
Property Owner's Name(s)d-i^
.5taAddress
City, State, Zip c &
3 *sgt- (2Phone -o/Permit No.
Property
Zonng District ,/v-Parcel #
General Contractor's Name
Mailing Address a{e.ru
pnonJ@-3fi - Qt1 cell Phone E bO *ol -as}
Cigr Business License NumberState License Number
Authorized Representative/Contact Person:Phone:
Estimated Value of construction $
' S'eo , ooa .
o'g-
Financed By r-rY1
Date Work is to Begin Date Work is to be Completed
(New House Addition
New Garage or Carport Repair/Remodel Garage
Repair/Remodel House Accessory Dwel Unit
Manufactured Home Other (please describe):
Finished Heated Space sq. ft:Zooa{Garage sq. ft:3s+
Unfinished Heated Space sq ft:Carport sq. ft:
Unfinished Basement sq ft:ts1 r Porches sq. ft:GcF
Semi-Finished Basement sq ft:ILSF Decks sq. ft:3nor'8FStorage sq. ft:/iPl'i 1 0 'l:iiLli
Other (please describe):
P:\DSD\Forms\Building Forms\Application-Residential Building permit.doc Page 1 of2
l. The total area ofthe property in square feet:SLsq,7b/u
2. The total area covered by existing and proposed structures in square
(total ground coverage lrom the outside of walls or supporting members)?"5J aK
Percentage of lot coverage: (2-l)
CITY OF PORT TOWNSEND RESIDENTTAL BUILDING PERMIT APPLICATTON
NEW CONSTRUCTION, REMODELS, & ADDITIONS
Site Area/Coverage Information:
Impervious Surfaces:
Please provide the square footage qf ths roof area of the proposed and existing structures, and the square footage of the total area
covered by porches, walkways, patios and driveways. Do not include decl<s allowing drainage to eqrth below.
* If total impervious surface is equal to or greater than 40%o 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: ! O 84 A Existing House Roofprint sq. ft:
Proposed Garage Roofprint sq. ft:IlROU Existing Garage Roofprint sq. ft:
Proposed Porch/Walkway sq. ft: I ? OU Existing Porch/Walkway sq. ft:
Proposed Driveways sq. ft:UooT Existing Driveways sq. ft:
Other (describe):Other (describe):
Total Proposed Impervious sq. ft:228+p Total Existing Impervious sq. ft:
Total Proposed + Existing sq. ft:zzg4zt----,Percentage Impervious: *
(Imoervious surface + lot so. ft)
/Site Plan /lnterior & Exterior Wall Bracing @anel locations shown
on floor plan)
Drainage Plan (if 40% or more impervious)
/
Typical Wall Framing Details (section from foundation
through roof)
{Foundation Plan {Elevations
(Floor Plan 2003 WSEC* Compliance: Prescriptive_ Component_
t /,Floor Framing Plan WSEC Construction Checklist (washington State Energy code)
(Roof Framing Plan Other:
lnstalling Manufactured Home
-Y",
d*o 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 perrnanent foundation with the space from the bottom of the home to the
ground enclosed by either load bearing concrete or decorative concrete or masoffy blocks so that no more than one foot of the
perimeter foundation is visible above grade; and
3) Roof must be composed of composition, wood shake or shingle, coated metal, or a similar roof material; and
4) Title to the manufactured home must be eliminated as a condition of building permit approval.
P:\DSD\Forms\Building Forms\Application-Residential Building Pernit.doc Page2ot2
t.
)
CITY OF PORT TOWNSEND RESTDENTIAL BUILDING PERMIT APPLICATION
NEW CONSTRUCTION, REMODELS, & ADDITTONS
The undersigned hereby saves and holds the City of Port Townsend harmless from any and all causes of action, judgments,
claims, or demands, or from any liability of any nature arising from any noncompliance 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.
Complefe Application
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 be considered under the zoning and
other land use conkol ordinances in effect on the date a fully complete building permit application, meeting the requirements riilentified
in this section, is filed with the Development Services Department. Until a complete building permit application is filed, all
applications for land use and development permits shall be reviewed subject to any zoning or other land use control odinances which
become effective prior to the date of issuance of a final decision by the city on the application.
An application for a building permit shall be considered complete when an application meeting all of the requirements of
Section R105.3 of the International Residential Code, 2003 Edition, is submitted which is consistent with all 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 permits needed, such as a complete shoreline management permit application and/or complete
applications for other discretionary permits required under the ordinances of Port Townsend. An application for a partial permit under
Section R105.3.1 of the International Residential Code, 2003 Edition, shall not be considered complete unless it meets all requirements
stated above and contains plans for the complete structural frame of the building and the architechral plans for the structure.
-o
Signature of Applicant VE Date
For Official Use Only
Permit No.Building Official Approval Date Issued
Balance Due $Date Validation Stamp below
Owner/Representative S ignature Date
P:\DSD\Forms\Building Forms\Application-Residential Building permit.doc Page 4 of 4
Please check YES or NO as applicable YES NO
1. Is the properfy within 200 feet of a fresh or saltwater shoreline?><
2. Is the properlry within the Port Townsend Historical District?x
3. Is the property located within or adjacent to an environmentally sensitive area?
4. Will this proposal involve any sewer, water or other utility extensions that will, or could serve vacant
properties other than the project site? [f yes, please attach information identiffing the utility extensions and
sites.x
5. Have 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 'oYes" to any of the following, attach copies of appropriate
documents):
Subdivision/Short Plat/Boundary Line Adj ustment?x
SEPA (environmental review)?><
Variance?
Conditional Use Permit?
Street Vacation?*
Planned Unit Development?
Restrictive Covenant?
Easement?A
6. Are any properties within 800 feet of the site owned or conholled by the applicant, any relative or
business associate, or any partnership, corporation, or other entity affiliated with the applicant? (If ps,
affach list.)X
7. Have any of the properties listed in item #6 been developed within the last two years? (If yes, attach list.)>(X
8. Have you previously discussed this project with a City staff member? If yes, who and when?X
CTTY OF PORT TOVVNSEND RESIDENTTAL BUILDING PERMIT ATPLICATION
NEW CONSTRUCTION, REMODELS, & ADDITIONS
Special Conditions
AFplicanf Cerfifi cafion
The applicant hereby certifies to have knowledge of those sections of the International Residential Code and the Port
Townsend 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 permit, after
construction has started, will expire after one year if an inspection is not made to show significant progress on the sructure; 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 i complete and accurate to
the best of their knowledge; and the applicant understands that this information will be relied upon in granting permits and that if such
information is later found to be inaccurate any permits may be withdrawn.
P:\DSD\Forms\Building Forms\Application-Residential Building Permit.doc Page 3 of 3
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Notes For
Residential Building Plans Checklist
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3
Port Townsend, WA 98368
(360) 379-5095 Fax: t36O) 344-4619
Name R, IVC L[^*^,..Pemit#
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 form. please submit:
o Residential Building Permit Application form
. Sensitive Areas Questionnaire
. 2001 Washington State Energy Code forms. Use either prescriptive forms, or component performance
forms with calculations.
. Washington State Energy Code Construction Checklist
. Two sets of plans. l$n a/{n plan sheet size is preferred. Plans mustbe to scale. 1/+": I ft. is preferred.
. If an architect has signed your plans, one set must have an original signature and wet stamp on each page.
. 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.
For New Residential Dwelling Construction also submit:
. 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.
. 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.
NOTE: Electrical Permits are required by the State of Washington Departrnent of Labor & Industies (L&I).
Contact L&I at (360) 417-270ofor more informatton.
P:tDSD\Forms\Building Forms\Application-Residential Building Permil plans Checklist.rtf Page I of4
P.ev.8/7106
List the nagr-nunbfr in the left column for each item that you have included on your plans.
PAGE # SITE / PLOT PLAN
PAGE# FOUNDATION PLAN
P:\DSD\.Forms\Building Forms\Application-Residential Building Permit Plans Checklist.rtf
ST Legal description, parcel number, name, address and telephone number of property owner/applicant,
includins cellular ohone if available
SP Property lines and dimensions, including all interior lot lines.
qP All building lines and exterior dimensions (including all dwelling and accessory structures)
s
Setbacks from property lines and buildings including structures on neighboring lots, (Indicate roof
overhang. Overhang may extend into setback area a maximum of two feet.). The setbacks shall be
drawn in accordance with an accurate. ninned boundarv line survev (IBC 106.2).c/Driveways, walkways, patios, decks and porches.
t/On-site parking (Two 9'x 19' spaces required for new residential construction. These spaces may be
orovided in a sarase.)
f
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-l/2 feet above average grade.
Identi$ 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
tlte Development Services Director.
V.Street names, road easements and easements of record
,r/^Existing and proposed utilities, service lines and pipe size.
t/Slope of land (grade and direction)
{
Submit an impervious drainage plan, indicating sizes of drainage areas, method(s) of detention, depth
of detention areas, and what materials used.
t/
Waterfront property: indicate bank height, setback between building and top of bank or blufi 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.
z Footings, piers, and foundation walls (including interior footing or pier locations)
7 Post and beam sizes and spans; detail beam/post and post/pier (or footing) positive connection.
L Beam pockets or method of securing beam ends.
Z Floor joist size, material grade, layout and spans
Foundation venting and calculations (l square foot of vent/l50 square feet of crawl space).
Crawl space access & dimensions.
Plumbing sizes and locations of foundation penetration
z Vapor retarder on crawlspace ground (6 mil black polyethylene)
)-If engineering, show holddown symbol and verbiage on the foundation plan itself
Rev. 8/7/06
Page 2 of 4
PAGE# FLOORPLAN
Room use, dimensions, size and square footage by floor level.
I Braced wall panel locations.
I Smoke detector locations.
Stairwavs: width, rise, run, handrails, zuardrails.landings, etc.
Window, skylight and door locations and sizes, with egress and safety glazing, if applicable. (Include
brand/model and U factor on enersy application.)
Rafter and ceiling joist size, material grade,layout and spans. Roof framing plan required if rafters,
optional iftrusses.
Attic access
Plumbing fixtures.
Hot water tanks-fireplaces. solid fuel aooliances and combustion air ducts.
Locatiqn of whole house ventilation fan. controls and timer
Location and cfm of all other exhaust fans (i.e. bathroom, 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 blockine
l-hr. construction between dwelling & garage on garage side
If engineering, show shear wall symbol and verbiage on the floor plan itself
PAGE# WALL SECTION
z Footing size, reinforcement (include vertical rebar) depth below natural and final grade
2 Foundation wall. heieht. width and reinforcement (rebar)- hold-downs if aoolicable.7 Anchor bolts, washers (2 x2 x3116 square, steel) and pressure treated plates.
2 Thickness of floor slab
-+Floor ioist size and under floor clearance from crawl soace srade for ioists and beams.
Floor sheathing, type and size.
Z?Wall stud size- srade and spacmg.
Framing to be Used: standard, intermediate or advanced..L
Header, size, grade. spans and insulation (if apolicable)-/Wall sheathinq and siding and material
)_-Type & location ofweather-resistive barrier
7 Tvpe and loqation of vapor retarder (WSEC 502.1.6).Z Sheetrock: thickness. Wpe and locationLInsulation material and R-value in walls above and below srade. floor. ceiline and slab.
z*Rafters, ceiling ioists, trusses. with blocking and positive connection of roof svstem to wall.
7 Ceiling height.z Roof sheathing, roofing roof pitch, attic ventilation (provide calculations),
P:\DSD\Forms\Building Forms\Application-Residential Building Permit Plans Checklist.rtf
Rev.8l'7/06
Page 3 of4
3+9 Exterior views on front. rear and sides: show all windows and doors.
3+r/Decks. steps. handrails. euardrails. landines.
3+t-l Heieht of buildins
I +Ll Chimnevs: show required heieht above roof.
3 +-',{Final srade.
s l'l Retaining walls, if applicable.
P:\DSD\Forms\Building Forms\Application-Residential Building Permit Plans Checklist.rtf
Rev. 8/7/06
Page 4 of 4
)City of Port Torvnsend
Development Services Department
CRITICAL AREAS QTIESTIONNAIRE
Permit applications are reviewed by our staff to make a preliminary determination of the presence or
absence of a Critical Area on the property, pursuant to Chapter 19.05 of the Port Townsend
Municipal Code. To help us make this determination, please supply the following information.
General Information:
Critical Area
<G I
ApplicantName Phon",3ltJr -(2t/tvM\fo "'o' s 3o/ -ZJ LDMailing Address:
Proper(y Address (if different):
Description of Proposal (include site plan):
At c^,1 rSIe
The proposed new construction creates
management practices are proposed?
square feet of impervious surface. What best
Is any portion of the property within or near a mappedCritical Area?
(MaPsff
"t"t*OtXlo..velopmentServicesDepartment)
I
staq[pg or running water on the surface of the siteat any time during the year?
.l No If YES, please describe:
-
Has any portion of the site been identifed as a wetland?
If YES, please describe:
3 YES NO
2. Is there any
Yes
Is the site characterized as:
Forest Meadow Cleared
4
P:\DSD\Forms\Land Use Form$ApplicationCritical Areas euestionnaire.doc
5. Is the slope of the property: _flat
(o%- s%)
Critical Slope- 40oh or greater -gentle
slope -X= steep slope
(5%- ts%) (r5%- 40%)
Criticsl Slope
40 or grater
>40Yo
40%
t5%
0%
Sterp Slope
1596 - 40
Gcntle 5 - 1596tFlet- O - 5
The applicant hereby certifies that all of the above statements and the information contained in any other
transmiffals made herewith are true, and the applicant acknowledges that any action taken by the City of Port
Townsend based in whole or in part on this application may be reversed if it develops that any such statement
or other information contained herein is false.
The applicant understands that the determination of the Director may be appealed by the applicant or by any
otherpartyby followingthe appeal procedure outlined in Chapter L l4 of the Port Townsend Municipal Code.
Any appeal must be filed within seven calendar days from the Notice of a final decision.
/-/ -z-ory
of Applicant Date
FOR DEPARTMENT USE ONLY:
Reviewed by:Date:
Site visit Required? NO YES Site visit made on:
Exempt per PTMC 19.05.040 (C)? NO YES
Threshold Determination (presence/absence of Critical Area, type of Critical Area):
Shorelines Jurisdiction?NO YES
P:\DSD\Forms\Land Use Form$ApplicationCritical Areas Questionnaire.doc
WSEC Residential Construction Checklist
City of Port Townsend
Developrnent Services Department
250 Madison Street, Suite 3
Port Townsend, WA 98368
(360) 379-s095 Fax: (360) 344-4619
Washington State Energy Code (WSBC)
2001 Residential Construction Checklist
Complete this form in addition to WSEC forms. Please answer the following questions:
TYPE OF PROJECT:
,Klllew construction, or addition over 750 square feet
Must meet whole house and spot ventilation requirements, and show full WSEC compliance as
a stand-alone project. A detached, habitable structure such qs an Access,ory Dwelling Unit
regardless of size must qlso meet these requir'ements.
n House addition under 750 square feet
Possible trade-offs are allowedwith the existing buildingfor IVSEC compliance, such as
increasing ceiling insulqtion. See WSEC component performance forms.
NOTE: A house addition less than 500 sq.ft. does not reqaire whole house ventilation.
Spot ventilation is still required.
TYPE OF HEATING - Please check all that aprrly:
Electric
F Wall Heater I Baseboard ! Forced Air Furnace n Radiant Floor (Boiler) n Other
-_Non-Electric:
Propane: ! Radiant Floor/Baseboard (Boiler) KLPG Stove ! LPG Furnace n Other LPG
n Heat Pump n Oil Furnace tr 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 Floors:
,lXPlywood with exterior glue
tr Poly plastic (greater than or equal to 4 millimeter thick)
! Backed batts
e Walls:
! Poly plastic (greater than or equal to 4 millimeter thick)
tr Face-stapled, backed batts
fiLow-perm paint
o Ceilings:
tr Not required where ventilation space averages greater than or equal to 12 inches above
insulation
tr Face-stapled, backed batts
tr Poly plastic (greater than or equal to 4 millimeter thick)
.E(Low-perm paint
SEE BACK
P:\DSD\Department Forms\Building Forms\Application-Residential Energy Code Checkli$,doc
Page I of I
WASHINGTON STATE VENTILATION AND TNDOO R AIR o U AI,ITY r2OOO ode):C
Type of ventilation used throughout the house: I HVAC Integrated Option EExhaust Option
Whole House Fan for ('Exhaust Option":
o In what room is your whole house fan located?
o What size is the whole house exhaust fan?D 50-75 CFM (1-2 bedroom house)
D 80-120 CFM (3 bedroom house)
Fl00-150 CFM (4 bedroom house)'l tZO-tSO CFM (5 bedroom house)
Note: the whole house fan shall be readily accessible and controlled by a2$hovt 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 aday, 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 rating at
0.25 inches water gauge; kitchens shall have a fan with a minimum 100 cfm rating at0.25 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 t/rinch above 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:
r Have controlled and secure openings
r Be sleeved or otherwise designed so as not to compromise the thermal properties of the wall or
window in which they are placed.
o Provide not less than 4 square inches of net free area of opening for each habitable space.
What type of fresh air inlet will be installed? (See figure below)
E Window Ports
tr Wall Ports
P:\DSD\Department Forms\Building Forms\Application-Residential Energy Code Checkli$.doc
,)
Prescriptive Approach - Simple Form
For the Washington State Energy Code (2001 Edition)
Climate Zone f
City:
Site lnformation
Lot:
Address:qT
lJ^
state: l^/&Z,p:qs3 Lh
Building Department Use Only
Pernit #:
Notes:
Q
",
ll,te &*,n e-Contac{:
Phone:
Phone 2:3ol-(c^l
Teble6-1
PRESCnIPTTVE REQITIREMEb|TS ql FOn CnOUp R (rcCUpAl\Cr
CI,IIT{ATEZ)M T
See the text for footnote references
Th complies with the following:
The project is a single fanily residence or duplex
The project is wood frame OR all of the insulation is interior or exterior of the framing.
building components meetthe requirements listed in Table Gl, Option lll
The project will meet all other provisions of the WSEC and VlAe.
option:
is allowed
Location of the door taking this exception a-e
tr 002.0 Exception 2. Doors with a tffactor of 0.40 allowed without calculalions, Option lll only.
Location of the door(s) taking this exception
CopybH 20tr2, li/SUCEEPOz-ffi
Copied by pemission from the Wastrirqton State Universig Cooperative Ertension Energy Program
Prescriptive - Shnple Fom - Climate Zore 1
The
Wall
InC
Below
Grade
Wall
Ed4
Below
Grade
Floof
Slaba
Gl
Grade
R-21 R-10 R-30 R-10
o/o of Floor
R-38
U.Option Ceilind
Vertical factor
m
0.210 0.58 0.20 R-30 R-21
U-Factor
Overheadll
Wall
Above
Grade
Vaulted
Ceiling:
Unlimited
GroupR-3
Occupancy
5f31t2tr/2
2001 EDTTION
TABLE 6.{
pREscRrpnvE REQUTREMENTS.'' FoR GRoup
cLrMAre zoNef)
R OCCUPANCY
Option
Glazino
Areal{
% of Floor
Glazinq U-Factor
Door e
U-Factor Ceiling2 Vaulted
Ceiling3
Wall
Above
Grade
Wall.
inta
Below
Grade
Wallo
exta
Below
Grade
Fbof
Slaba
on
GradeVerticalOverheadll
I.l2o/o 0.35 0.58 0.20 R-38 R-30 i'nrsj R-t5 R-10 R-30 R-10
II.*l5o/o 0.40 0.58 0.20 R-38 R-30 -x-1t R-21 R-10 R-30 R-10
ilI.Unlimited
Group R-3
Occupancy
Only
0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10
* Reference Case
0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1.
l. Minimum requirements for each option listed. For example, if a proposed desigr has a glazing ratio to the conditioned floor
area of L3yo,itshall comply with all ofthe requirements of the l1Yo glazngoption (or higher). Proposed desigrrs which cannot
meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code.
2. Requirement applies to all ceilings except single rafter orjoist vaulted ceilings. 'Adv' denotes Advanced Framed Ceiling.
3. Requirement applicable only to single rafter or joist vaulted ceilings.
4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interiorto the same level as
walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its
intended use, and installed according to the manufacturet's specifications. See Section 602.2.
5. Floors over crawl spaces or exposed to ambient air conditions.
6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed
according to manufacturer's specifications. See Section 602.4.
7. InL denotes standard framing 16 inches on center with headers insulated with a minimum of R-5 insulation.
8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing.
9. Doors, including all fire doors, shall be assigned default U-factors from Table l0-6C.
10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross
conditioned floor area shall be less than or equal to that value. Overhead glazing with U-factor of U:0.40 or less is not included
in glazing area limitations.
I 1 . Overhead glazng shall have U-factors determined in accordance with NFRC 100 or as specified in Section 502. I .5.
12. Logand solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement.
Effeciive 7l01l02 33
Kirk Boike ARCHITECT a 4601 Mason Stree.t I PortTownsend WA 98368 a 360 38S 6140
arch itect@su rfbest. net
2007
The calculations herein comply with the requirements of the 2003 IBC (internatiorral Building Code),
IRC (lntelnational Residential Code), WFCM (Wood Frame Construction Manual), AISI (Arnericarr Irorr
and Steel Institute), COFS/PM (cold-Forrned SteelFrarning -Prescriptive Method for one and two family
dwellings).
Seismic zone: D2
Ground snow load: 25psf
Exterior deck load: 65psf (DL+LL)
DL (hay storage, if applic.): 125psf
Dl(other): 20psf
Wind speed: 85rnph, exposure "B"
Wind loading: l5psf
Weatlrering probability: Moderate
Frost line depth: 18'
Termite infestation prob.: Slight to.Moderate
Decay probability: Slight to Moderate
Winter design Temp.: 20 degrees F
Soil bearing: l500psf vertically; 10Opsf/ft (bearing), l30psf (sliding) laterally
Calculator: Hewlett Packard l2c with RPN data entry
Sincerely,
Kirk Boike, Architect
#6528 expires: 30 April 2008
..'..-''-*-\.
Sincerely,
Kirk
,',!
q /'
A
(0
il
1,
1,
APil i 0 i:)Cl
. ' . Kirk Boike ARCHITECT o 4€'-jvlason $treet o PortTownsend WA 983r -J 360 385 6140
, ' architect(o)sur.fbest.ne!@
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Kirk Boike ARCHITECT
4601 Mason Street
Port Townsend,,WA 98368
360.385.6140
Description RW - Hanna
Criteria
Restrained Retaining Wall Design
Allow Soil Bearing = 1,500.0 psf
Equivalent Fluid Pressure Method
Heel Active Pressure = 0.0
Toe Ac'tive Pressure = 0.0
Passive Pressure = 0.0
Water height ov..r heel = 0.0 ft
FootingllsoilFrictid = 0.300
Soil height to ignore
for passive pressure = 0.00 in
Fy = 30,000 psi
= 0.0014
= 1.00 ft
= 2,75
= - - --F.75
= 9.25 in
Retained Height
Wall height above soil
Total Wall Height
Top Support Height
Slope Behind Wal
Height of Soil over Toe
SoilDensity
Total Bearing Load
...resultant ecc.
8.50 fi
0 loft
9.00ft
9.00 ft
= o.oo: 1
= 0.00 in
= 110.00 pcf
Wlnd on Slem : 0.0 psf
r Surcharge Loads t
Surcharge Over Heel = 0.0 psf
>>>NOT Used To Resist Sliding & Overturn
Surcharge Over Toe o 0.0 psf
NOT Used for Sliding & Overturning
Axlal Load Applied to Stem
500.0 lbs
1,500.0 lbs
0.0 in
Lateral Load
...Height to ToF
...Height to Botton
Thickness = 8.00 in
Wall Weight = 96.7 Pcf
gtem is FIXEI. to top of footing
Design height
Rebar Size
Rebar Spacing
Rebar Placed at
Rebar Depth 'd'
Design Data
lb/FB + falFa
Mu....Actual
Mn ' Phi.....Allowable
Shear Force @ this height
Shear.....Actual
Shear.....Allowable
F Footing Strengths & Dlmensions F
fc = 2,400 psi
Min. As %
Toe Width
l'leelWidth
Total Footing Widtt
Footing Thickness
Key Width
Key Depth
Key Distance from Toe
Cover@ToP = 3.00in
to Stem , Adjacent Footing Load
0.0 lbs
0.00 ft
0.00 in
0.00 ft
Line Load
0.0 ft
30,000 psi
2,400 psi
Mmax Between
Top & Base @ Base of Wall
0.00 in
0.00 in
0.00 ft
@ Btm.= 3.00 in
0.0 #/ft
0.00 ft
0.00 ft
fdjacent Footing Load :Footirrg Width a
Eccentricity =
Wall to Ftg CL Dist =
Footing Type
Bese Above/Below Soil
at Back of Wall =Axial Dead Load -
Axial Live Load =Axial Load Eccentricity =
DGgn-Surr"ry , * j *t"bt"lncon*tru"tlgn -- .-_-*_._:
Fy
fc
@ Top Support
5,237 rbs
0.16 in
Soil Pressure @ Toe = l
Soil Pressure @ Heel = I
Allowable = 'l
Soil Pressure Less Than Allowable
ACI Factored @ Toe = 2,032 psf
ACI Factored @ Heet = 2,119 psf
Footing Shear @ Toe = 27.3 psi OK
Footing Shear @ Heel = 44.4 psi OKAllowable = 83.3 psi
Reaction at Top = lbs
Reactlon at Bottom = 0.0 lbs
Slidino Calcs Slab Resists All Slidino !
Laterdl Sliding Force = 6.0 lbs
I Footing Design Results t
Toeaffi
Rebar Lap Required =
Rebar embedment into footing
,367 psf OK
,426 psf OK
,500 psf
Stem OK
9.00 ft#5
16.00 in
Center
4.00 in
Stem OK
0.00 ft#s
16.00 in
Center
4.00 in
0.000
0.0 ft+
2,017.8 ft4
12.00 in
Stem OK
0.00 ft#5
16.00 in
Center
4.00 in
6.00 in
0.000
0.0 ft+
2,017.8ft+
0.0 lbs
0.00 psi
83.28 psi
_12.00
in
0.000
0.0ft+
2,417.8ft4
0.0lbs
0.00 psi
83.28 psi
Factored Pressure =
Mu': Upward =
Mu': Downward s
Mu: Design =
Actual 1-Way Shear =
Allow l-Way Shear B
1,020
81
939
27.27
83.28
Heel
2,1 1 9 psf
0ft+
3,192 ft+
3,192 fr+
44.41 psi
83,28 psi
Other Arceptable Sizes & Spaclngs:
Toe: None Specd -or- Not req'd, Mu < S * Fr
Heel:None Spedd -or- #4@7.25in,#5@11.25 in, #6@ 15.75 in, #7@21.1
Key: No key defined -or- No key defined
Soil Data
Kirk Boike ARCHITECT
4601 Mason Street
Port Townsend, WA 98368
360.385.6140
architect@surfbest. net
+ia
Description RW - Hanna
i Criteria fl@wr.i,r:=E"ffi--: --- -:=::-, =::*
Restrained Retaining Wall Des
;Soil Data Footing Strengths & Dimenaions
fc : 2,400 psi Fy = 30,000 psi
Min. As % =
Toe Width =
Heel Width =
Total Footing Widtt =
Footing Tbickness =
Key Width =
Key Depth E
Key Distance from Toe =
Retained Height =
Wall height above soil =
Total Wall Height :
Top Support Height
Slope Behind Wal
Height of Soil over Toe
Soil Density
7.50 ft
0.50 ft
8.00 fr
8.s0 ft
0.00 : 1
0.00 in
1 10.00 pcf
4,677 lbs
o.27 it
Toe = 'l ,923 psf
Heel = 2,076 Fsf
25.8 psi
35.0 psi
83.3 psi
lbs
0.0 lbs
969
81
888
25.84
83.28
Allow Soil Bearing
Equivalent Fluid Press
Heel Active Pressure
Toe Active Pressure
Passive Pressure
Water height over heel
FootingllSoil Frictior
Soil height to ignore
for passive pressure
= 1,500.0 psf
ure Method- 0.0
= 0.0
= 0.0
= 0,0ft
= 0.300
0.00 in
0.0014
, 1.00 fr '.?50 .
3,50 |
9.25 in
0.00 in
0.00 in
0,00 ft
Wind on Stem
-.._-_
I Surcharge Loads
0.0 psf
Surcharge Over Heel = 9.9 psf
>>>NOT Used To Resist Sliding & Overturn
Surcharge Over Toe = 0.0 psf
NOT Used for Sliding & Overturning
Axial Load Applied to Stem {"ffit@a*c,2:".;..;..;. -: . .. . ^... .. .'-"h
Axial Dead Load = 500.0 lbs
Axial Live Load = 1,500.0 lbs
Axial Load Eccentricity = 0.0 in
Design Summary@::XiiT'-'
Total Bearing Load
,..resultant ecc. =
OK
OK
Cover @ ToP = 3.00 in @ Btm.= 3.00 in
Uniform Lateral Load Applied to Stem Adjacent Footing Load
Lateral Load
...Height to Top
...Height to Botton
0.0 #/ft
0.00 ft
0.00 ft
Adjacent Footing Load :Footing Width L
Eccentricity =
Wall to Ftg CL Dist =
Footing Type
Base AbovelBelow Soil
at Back of Wall =
0.0 lbs
000ft
0,00 in
000ft
Line Load
0.0 ft
[H(1-- . :.-t. :-:::;rg#l Concrete Stem Construction !
Thickness = 8.00 in
Wall Weight = 96.7 Pcf
Stem is FIXED to top of footing
Fy
fc
30,000 psi
2,400 psi
Soil Pressure @ Toe = 1,285 psf
Soil Pressure @ Heel = 1,388 psf
Allowabte = 1,500 psf
Soil Pressure Less Than Allowable @ Top Support
Mmax Between
Top & Base @ Base of Wall
ACI Factored
AGI Factored
@
@
Stem OK
8.50 ft#5
16.00 in
Center
4.00 in
0.000
0.0 fr+
2,017.81t4
0.0 lbs
0.00 psi
83.28 psi
_12.00
in
stem OK
0.00 ft#5
16.00 in
Center
4.00 in
0.000
0.0 ft-#
2,017.81t-#
Stem OK
0.00 ft#5
16.00 in
Center
4.00 in
0.000
0.0 ft-#
2,017.8fl#
0.0lbs
0.00 psi
83.28 psi
6.00 in
Footing Shear @ Toe :Footing Shear @ Heel u
Allowable =
Reaction at Top =
Reaction at Bottom =
Footi Desi Results
Factored Pressure =
Mu': Upward =
Mu' : Downward =
Mu: Design c
Actual 1-Way Shear =
Allow 1-Way Shear =
OK
OK
Design height =
Rebar Size =
Rebar Spacing =
Rebar Placed al =
Rebar Depth 'd' =
Design Data
fb/FB + falFa =Mu....Actual =
Mn * Phi.....Allowable =
Shear Force @ this height =
Shear.....Actual -
Shear... .Allowable =
Slidino Calcs Slab Resists All Slidino !
Later;l Sliding Force = d.o lbs
psf
0 ft-#
2,213 ft-#
2,213 ft-#
34.99 psi
83.28 psi
Rebar Lap Required =
Rebar embedment into footing
12.00 in
Other Acceptable Sizes & Spacingsr
Toe: None Spec'd -or- Not req'd, Mu < S * Fr
Heel:None Spec'd -or- ll4@ 10.50 in, #5@ 16.25 in, #6@ 23.00 in, #7@31
Key: No key defined -or- No key defined
Kirk Boike ARCHITECT
4601 Mason Street
Port Townsend, WA 98368
360.385.6140
architect@s u rfbest.net
qlo
Restrained Retaining Wall Design
Description - Hanna
Sum of Forces on
ng on pressure
Load & Moment Summary For Footing : For Soil Pressure Calcs
: Slab RESISTS s stem is FIXED at footi
>>> Sliding Forces are restrained by the adiacent slab
Moment @ Top of Footing
Surcharge Over Heel
Axial Dead Load on Stem
Soil Over Toe
Surcharge Over Toe
Stem Weight
Soil Over Heel
Footing Weight
Total Vertical Force Base Moment = 8,289.7 ft;F
-104.!n+
Applied from Stem
= lbs
= 2,000.0lbs
= lbs
= lbs
= 773.31bs
= 1,512.5 lbs
= 391 .2lbs
= 4.677.0 lbs
ft#
ft#
2,666.7 ft+
ft+
fi#
1,031.1ft#
3,907.3 ft+
684.6 ftiF
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ft
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2.58 n
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Plan Review Fee
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Erergy Code Fee - l,lew Single Famil
State Building Gode Council Fee
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Mechanical Permit Fee per Dwelling
Building Permit Fee
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$35.89
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BLD07-070 964201911 Plan Review Fee $977.18 $1s0.00
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CHECK 4197 $ 150.00
Total $150.00
genprntrreceipts Page 1 of 1
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Page 2
Re
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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.
,LE6g BtbrD-e>oPERMIT NUMBER:DATE OF INSPECTION:
SITE ADDRESS: 4 Z:I E\}-. ddcoNrRACroR: Ror ',t' ttA,tNA
PHONE:
PROJECT NAME:
CONTACT PERSON:
TYPE OF INSPECTION:
,U'
tu-
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'(LzttcL a-
7'l e &+c^t- ozu 7l Fq,+.rrwf a.v-at-&
N APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
NOT APPROVED
Call for re-inspection before
proceeding.
Inspector "9 Jur,-l.tzor-Date A- JQ -a{
Approved plans and permit card must be on-site ond available at time of inspection. A re-inspectionfee may
be assessed if work is not ready for inspection.
Q, rn, (l g,
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.
DArE oF rNSpECrroN: ll Z4 - o 7 PERMIT NUMBER:BuDa7-a7D
SITE ADDRESS: 4Z"T *DL4 tr.
PROJECT NAME:Ft;,<.n. c.L.coNrRACroR: KelLi e lJ+n n e
CONTACT PERSON: RoII;C *WruT't 4 PHONE:3 rL- I(74
/D )L,LrTYPB OF'INSPECTION:
!-
0
N 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 readyfor inspection.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION RB,PORT
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 OFINSPBCTION: I I - IgTN" PERMITNUMBER:
SITEADDRBSS: reLil')Br Dnf- o7b
PROJECT NAME:
CONTACT PERSON:
*14 nr''"J
CONTRACTOR:
PHoNE: E 65 - ln 7l Q
TYPE OF'INSPECTION:
! 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 ond available 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 360-385-2294 by 3:00 PM the day before you want
the inspection. For Monday inspectionso call by 3:00 PM Friday.
DATE OF INSPECTION:
SITE ADDRESS:
PROJECT NAME:
CONTACT PERSON:
TYPE OF INSPECTION:
PERMIT NUMBER:
CONTRACTOR:
ONE:
Yrnnr - o) b na filp p-/J+nu te-A\tJ
)
! APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOT APPROVEI)
Call for re-inspection before
proceeding.
Inspector Date
Approved plans and permit card must be on-site and avctilable at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
i
CITYOF PORT TOSD.ISH{D
DEVELOPMENT SERVICES DEPARTMENT
181 Quincy Sheet, Suite 301A" port Toumsend WA 9S36g
PLT'MBING CTRTIFTCATION PRESST'RE TEST
Ro e il 6(D0?* o?oBUILDING
PLUMBING
.icnouuo woRK
DWV
Air
Water
t
e,crj13 Ot'at
PERMIT
DATEOF
LICENSE
,,&fi)ucH-n.lpt,t MBING .lrnqel
WATERSERVICE
Air
Pressure
Minutes
NOTE: TESTING REQTJTREMENTS (SECTTON 3lS nNrFOnMpLUMBrNG CODE) MrrrrlMUlrs:WaterTest- l0'Head- lj Minutes T€statWorking pr**, -
Air Test - 5# PSI - li Minutes 50# p$ _ 15 Minutes
n-.- ll^ E" o T
I hereby certif the information provided abovr: is thc rscuft of &e Plumbing Sysem pr€ssure tast cmducted by'theundusigpedat the indicat€d address and dde.Misrepfesentation of this s€rtification is a gross misdemeanor underRCW.9A.72.040 subjoctto a two-yetr statrb of liuitation VISUAL SYSTEM INSPECTION IS REQT'IRED BET1OREcovER.
Sirnature
€t\
fl \L alIr4
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 For Monday inspections, call by 3:00 PM Friday
to-- O-/ PERMIT NUMBER:DATE OF'INSPECTION:
SITE ADDRESS:4 >1 ?AA-erl r
a
PRorECr NAME: j-t rtn nn .
CONTACT PERSON:
Cto*,
t?,PHoNE: .3D I - A5 L7
ONTRA
R^tl
TYPE OF INSPECTION:L
/ilq
! 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 ot time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
a
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 spection. For Monday inspections, call by 3:00 PM Friday
, fiLi:o) -oTctDATE OF INSPBCTION:
SITE ADDRESS:
PROJECT NAME:
CONTACT PBRSON:
TYPE OF'INSPECTION:S Lrtt-A.
PERMIT
CONTRACTOR:
PHONE:
E rn_*
/
0(,
r/l ,
('
APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
N NOTAPPROVED
Call for re-inspection before
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 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.
*7 - e | -n7 pnnwur NUMBER: RLo 01- 6-10DATE OF INSPECTION:
SITE ADDRESS:Az-t
"AAD
&+
PROJECT NAME:
CONTACT PERSON:
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PHONB:
TYPE OF'INSPECTION:lJtAe-xur.,rr'J P ) r )lfYrb LnoUJ
! 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 ctssessed if work is not ready for inspection.
o
)
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION RB,PORT
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.
ATE OF INSPECTION: A - )3 - C--7 PERMIT NUMBER: R I^ D 67 . D'7 D
SITE ADDRESS:42)?Adu Crt
PROJECT NAME: *JC n nr,ICONTRACTOR:
CONTACT PERSON:
TYPE OF INSPECTION:
PHoNE: .30ll 2.5 La
! APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
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.
N NOTAPPROVED
Call for re-inspection before
A re-inspection fee may
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
f,'or 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.
ATE OF INSPECTION: J ^ I 2. b1 PERMIT NUMBER:
SITE ADDRESS:4zt €Ad"P.rl.
PROJECT NAME:
CONTACT PERSON:
t-
CONTRACTOR:
PHONE:
TYPE OF'INSPECTION:Yoof,nc, SlLf frper sETrl
I LL
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(A LLRI
! APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
tr NOTAPPROVED
CaIl for re-inspection before
proceeding.
Inspector R,e Date z
Approved plans and permit card must be on-site and available at time of inspection. A re-inspectionfee may
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