HomeMy WebLinkAboutBLD07-037;
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BUILDINGPERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-s0es
Project Information
Permit Type Residential - Addition/Remodel
Site Address 1253 UMATILLA ST
Project Description
Adding 33 sq.ft. to existing house; remodeling 621 sq. ft.
Permit #
Project Name
Parcel #
BLD07-037
948002103
Names Associated with this Project
Type Name
Applicant Shoen Samuel W
Owner Shoen Samuel W
Contractor Dream City Homes Inc
Contact Phone #
License
Type License # Exp Date
Pete Raab (360)774-t2r9 STATE DREAMCH94?t2l04l2008
Fee Information Project Details
Dwellings - Type V Wood Frame
Manual InputProject Valuation
Building Permit Fee
Plan Review Fee
State Building Code Council Fee
Technology Fee for Building Permit
Record Retention Fee for Building
Permit
Plan Review Fee
Plan Review Fee
$14,958.24
25t.25
600.44
4.50
5.03
10,00
33 SQFT
621 DOLL
163.31
-600.44
Total Fees Paid $434.09
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 certify
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 certifo
that I am the owner ofthe property or authorized agent ofthe owner.
Datelssued: 03/1612007
Issued By: SFOSTER
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Receipt Nunber, [ilmm
BLD07-037
BLD07-037
BLD07-037
948002103
948002103
948002'103
$600.44
$18.48
$4.50
Total:
$600.44
$0.06
$4.50
Plan Review Fee
Technology Fee for Building Permit
State Building Code Council Fee
$0.00
8.42$l
$0.00
$605.00
KHEC 14/,4 $ 605.00
Total $605.00
genprntrreceipts Page'l of 1
I . CITY OF PORT TOWNSEND
VELOPMENT SERVICES DEPARTMT
City Hall,250 Madison Street, Suite 3
Port Townsend, WA 98368
Phone: 360-379-5095 Fax360-344-4619
RESIDENTIAL BUILDING PERMIT APPLICATTON
NEW CONSTRUCTTON, REMODELS, & ADDITTONS
Property Owner's Name(s) Berry & Sam Shoen
Mailing Address 1253 Umatilla Avenue
City, State, ZipPortTownsend WA 98368
Phone I (360)379-9753 Permit No.Btp o -oa
Properfy Street Address 1253 Umatilla Avenue
Zonng District R II Parcel # 948002103
Legal Description: Addition DUNDEE PLACE Block 21
COPPER ST ADJ
Lot(s) LOTS 4 THRU 9 WA/AC COPPER ST l& El/zvAC
General Contractor's Name Dream City Homes Inc., Pete Raab '4qG{
Mailing Address Pete Raab 7n tJ",-\ $-tL,{ R\ .t.\ e*-\=:^e
Phone 360-774 l2l9 Cell Phone 360-774 l2l9 avs? 6
State License Number DREAMCH942RD City Business License Nurnber : Onrrcorid or Contactor canprovide
Authorized Representative/Contact Person: TomNychay Phone: 206-545-9100
Estimated Value of construction $ 90,000.00
Financed By
Date Work is to Begin + March 1,2007 Date Work is to be Completed t June 30,2007
Scope of Work:
Please check all items that apply for the type of building permit you are requesting:
New House X Addition
New Garage or Carport Repair/Remodel Garage
X Repair/Remodel House Accessory Dwelling Unit
Manufactured Home other(pleasedescribe): i-ii', 03 21"jii7
Floor Area: the proposed structure is to be used for:
Finished Heated Space sq. ft: 642 st ajA€6 Garage sq. ft: Existing-No changes
Unfinished Heated Space sq ft:Carport sq. ft:
Unfinished Basement sq ft: Existing-No changes Porches sq. ft: Existing-No changes
Semi-Finished Basement sq ft Decks sq. ft:
Storage sq. ft:Other: NedReplaced Patio 35 sq ft new, 359 sq ft total
MacHD2:Users:trn:Public:Client Files:Shoen:Current:ShoenPermitApp:Application-Residential Building Permit.doc
Page 1 of4
CITY OF PORT TOWNSEND RESIDENTIAL BUILDING PERMIT APPLICATION
NEW CONSTRUCTION, REMODELS, & ADDTTIONS
Property Site Area/Coverage Information:
L The total area of the property in square feet: +43,145
2. The total area covered by existing and proposed structures in square feet:2,745 +732:3,477 SF
(total ground coverage from the outside ofwalls or supporting members)
Percentage of lot coverage: (2+l) 7 .9%
Impervious Surfaces:
Please provide the square footage of the ggq[ 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 decks allowing drainage to earth below.
*If total impervious surface is equal to or greater than 40Yo 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):
MacHD2:Users:trn:Public:Client Files:Shoen:Current:ShoenPermitApp:Application-Residential Building Permit.doc
Page 2 o'f 4
Proposed House Roofprint sq. ft: 20 Existing House Roofprint sq. fti 2,9 45
Proposed Garage Roofprint sq. ft Existing Garage Roofprint sq. ft 900
Proposed Forch/Walkway sq. ft:Existing PorchAValkway sq. ft: (incl.)
Proposed Driveways sq. ft:Existing Driveways sq. ft: (gravel)
Other (describe)Other (describe)
Total Proposed Impervious sq. ft: 20 Total Existing Impervious sq. ft: 3,845
Total Proposed + Existing sq. ft: 3,865 -#
Percentage Impervious: * :
(Impervious surface + lot sq. ff) 9.7%
Site Plan Interior & Exterior Wall Bracing (panel locations shown
on floor plan)
Drainage Plan (if 40% or more impervious)X Typical Wall Framing Details (section from foundation
through roof)
X Foundation Plan X Elevations
X Floor Plan X 2003 WSEC* Compliance: Prescriptive_ Component_X_
X Floor Framing Plan WSEC Construction Checklist (Washington State Energy Code)
X Roof Framing Plan Other:
Installing Manufactured Home Yes X No Year:Make:
Was the manufachrred home originally constructed within three (3) years of proposed placement? _Yes _No
2) Manufactured home must be placed on a pefinanent 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 of the
perimeter foundation is visible above grade; and
3) Roof mustbe 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.
Please check YES or NO as applicable YES NO
l. Is the property within 200 feet of a fresh or saltwater shoreline?X
2. Is the property within the Port Townsend Historical District?X
3. Is the property located within or adjacent to an environmentally sensitive area?X
4. Will this proposal involve any sewer, water or other utility extensions that will, or could serve vacant
properties other than the project site? If yes, please attach information identif,zing 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 "Yes" to any of the following, attach copies of appropriate
documents):
X
Subdivision/Short Plat/Boundary Line Adjustment?
SEPA (environmental review)?
Variance?
Conditional Use Permit?
Sheet 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? (Ifyes,
attach list.)
X
7 . Have any of the properties listed in item #6 been developed within the last two years? (If yes, attach list.)
8. Have you previously discussed this project with a City staff member? If yes, who and when?X
l)
CITY OF PORT TOWNSEND RESIDENTIAL BUILDING PERMIT APPLICATION
NEW 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
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 structure; the
applicant agrees to abide by the ordinances, codes, regulations, restrictive covenants, deed or plat reshictions, 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 permits and that if such
information is later found to be inaccurate any permits may be withdrawn.
MacHD2:Users:trn:Public:Client Files:Shoen:Current:ShoenPermitApp:Application-Residential Building Permit.doc
Page 3 of4
'))
CITY OF'PORT TOWNSEND RESIDENTIAL BUILDING PERMIT APPLICATION
NEW CONSTRUCTTON, REMODBLS, & ADDTTTONS
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 nafure arising from any non-compliance with any restrictive covenants, plat
restrictions, deed restrictions, or other reshictions which may have been established by parties other than the City of Port Townsend.
Complete 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 control ordinances in effect on the date a fully complete building permit application, meeting the requirements
identified 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 ordinances 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 architectural plans for the
4 Wl
or Date
For Official Use Only
MacHD2:Users:trn:Public:Client Files:Shoen:Current:ShoenPermitApp:Application-Residential Building Permit.doc
Page4 of 4
Permit No.Building Official Approval Date Issued
Balance Due $Date Validation Stamp below:
Owner/Representative S ignature Date
{
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CITY OF PORT TOWNSEND
PERMIT ACTIVITY LOG
DATE RECETVEDPERMIT #.RLDO 7 - O3-7
SCOPE OF WORK:ade/Ad),.33 ss a nsdt
-t
DATE ACTION INITIALS2lzl"lo-7 ENTERED INTO CHET
CA - to Planning - No evidence
CHECKED FOR COMPLETENESS
0/h '1
n
9/elo7 -J HtzoT-T v Y-+ .lc-rq'*r'?L.^- 1,^ 9\^.. $).r \
/klrzo-z;) a-ceL -"op /* au tu/-:-zzzz ) tt-/lu,1,tu,fi2/to..;\
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Inspection Report
Project Rurro dn-L Permit # B 57-a jz
Date lnspector lnspection & Notesttz-+be x_F Al ffiron}I V
2
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.
DATEOFINSPECTION: I I- T . 01 PERMITNUMBER:(n -o31
SITE ADDRESS:I25V ma;?il,la
PROJECT NAME:
CONTACT PERSON:
TYPE OF INSPECTION:6 LJB Nar [r no,
LJ
/
/I
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 cord must be on-site and availoble 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.
1 D - 21- - 01 PERMTT NUMBER:1-o37DATE OF INSPECTION:
SITE ADDRESS:
PROJECT NAMB:
CONTACT PERSON:
CONTRACTOR:
Pe*e PHoNE: '7-74 l2lq
TYPE OF'INSPECTION:ln.q,,la-h n/v ?
! APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
N 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-inspectionfee 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.
3LD 01 - 63-7DATE OF INSPECTION:
SITE ADDRESS:
PROJBCT NAME:
CONTACT PERSON:
TYPE OF INSPECTION:
PBRMIT N
CONTRACTOR:
PHONE: 744
#n* tLlATPen-1i t Au-tV
tI APPROVED N APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
N NOTAPPROVED
CaIl 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.
1
sft gtloE nl PERNIIT #
DATEOF
LICENSE#
.SRoucu-rN PLUMBING
WATER SERVICE
PSI
Head Water
Minutes Time
t)* (">
.irrNRt
lo 2 o
Working Pressure
o
w
BUILDING z5
PLUMBING
-i cnouNo woRK
DWV
covER.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION RE,PORT
For inspectionso call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
the ection. For Monday inspections, call by 3:00 PM Friday
DATE OF INSPECTION:
SITE ADDRESS:
PROJECT NAME:
CONTACT PERSON:
TYPE OF INSPECTION:
/fr PERMTTNUMBER: 41\ 07-c3
LL/+
CONTRACTOR:
PHONE:
u bn)&/ils
/>"E((.
! APPROVED N APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
tI NOT APPROVED
Call for re-inspection before
proceeding.
Inspector Date
Approved plans and permit card must be on-site and availqble ot time of inspection. A re-inspection fee may
be assessed if worlc is not ready for inspection.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
tr'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.
7PERMITDATE OF'INSPBCTION:
SITE ADDRESS:
PROJBCT NAME:
CONTACT PERSON:
CONTRACTOR:
6rea PHoNE:36t-uM2J17-12tq
U
TYPE OF INSPECTION:
<-e 6t
ElL
I
! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
Inspector Date zt o
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may
be qssessed if work is not ready for inspection.
t
t
l '-r
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:7- )1.- bl PERMIT NUMBER:
SITB ADDRESS:
PROJECT NAME:CONTRACTOR:
)-s
3
CONTACT PERSON:Pe*e PHONE:
TYPE OF INSPECTION:
€
s
tl) / tFslP (oDac,AJN
vlrv
O
tr APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
Date
! NOTAPPROVED
Call for re-inspection before
U
Inspector
proceeding.
l/zt-/o>-
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 readyfor inspection.
! APPROVED
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.
1 pERMTTNUMBER: RLD61 -O3aDATE OF INSPECTION:
SITE ADDRESS:
PROJECT NAME:
CONTACT PERSON:
TYPE OF INSPECTION:
CONTRACTOR:.
NE:
! APPROVED WITH
CORRECTIONS
to proceed. Corrections will be
at next inspection
Inspector Date D
Approved plans and perm must be on-site and avoilable at time of inspection. A re-inspection fee may
N NOTAPPROVED
Call for re-inspection before
be assessed if work is not ready for inspection.
))
Inspection Report
Project thooN Permit# t\!D0f -O=7
Date Inspector Inspection & Notes
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Project Number:
Project Name:
27.002
Schoen residence
Date:
Architect:
January 11,2007
Sortun-Vos Architects
Structural design for renovations to an existing residence.
Construction Type: Conventional wood framing with conventional concrete foundations.
CODES
2003 International Building Code (IBC)
2OO1 NDS
LOADS
Dead Loads As required
Roofload 25 psfSnow
Floor Loads 40 psf floor live load
Wind 85 mph, Exposure B, Per IBC Section l609,Kzt:2.0 (estimated)
Seismic Per IBC Sections 1613 through 1622
Peak Ground Acceletations (PGA) based on USGS Hazards Program 2003, by Latlf-on.
PGA I sec = .4393 PGA .2 sec = 1.2494
Material Design Values
Soils (assumed) 2,000 psf allowed bearing (subject to field verification)
Concrete fc:2,500 psi; 5-1/2 sack mix, ot alternate mix pre-approved by bldg. dept.
Reinforcing Grade 40; F540,000 psi (unless grade 60 is noted)
Sawn Lumber Joistso Rafters: Hem-Fir #2 andbetter
Beams: 4x*: DF-L #1
6x-: DF'L #l
Posts: DF-L #l t
"
ffi
"'tli
Studs & Plates: Hem-Fir Standard
Glu-Lam Beams 241-V4for simple span beams,24F-V8 for cantilevered beams
Parallam Beams 2.08 WS, Fb=2,900 psi, Fv:290 psi, E=2.0*10^6 psi (minimum)
Structural Steel ASTM A36, Fp36 ksi
Steel Tube ASTM A500, Grade B, Fy:46 ksi
Anchor Bolts ASTM A325for hold down bolts, A307 for other bolts
LT]MBER WOOD BEAM DESIGN Uniform
John S. Apolis, P.E.
Project:
Architect:
l
CSES,Inc.
Schoen residence
Sortun*Vos Architects
I
Job number:27.002
Required:
105.5
40.6
34.2
3.9
1.1
Date: ll
number:
BEA.MS 4x AltD SMALLER
Beam Description:ftJIr,4
LQAps:
Span:
Trib. width:
No. of floors:
DL unit load:
Add'l unif. DL:
Enter '1' for SIggJgAg (157o stress increase on total load):
Enter'1'for reng$tivg mgmber (15% stress increase on total load):
Enter '1' for wet service conditions (l5olo stress decrease on total load):
7.50 ft
r2.50 ft
I
l2 psf
lb/ft
Trib. area:
LL reduction:
LL unit load:
Add'l unif. LL:
Add'l trib. area:
9.25 in---> for shear calc. at d
150 lb/ft DL reaction:
500 lb/ft LL reaction:
650 lb/ft Total reaotion:
650 lb/ft LL (reduced):
Total reaction with reduced live load:
4,570 ft-tb
Max. Shear:
Shear @ d =
2fi)3 International Building Code (IBC)
2001NDS
s63 lb
1,875 lb
2,438 lb
1,975 lb
2,438 lb
2,438 lb
1,936 lb
94 ft^z
0.00 %
40 psf
lb/ft
ft^2
Material qqonprties: Species and Grade: DFIL #1 & better
Elastic modulus: 1.8 x 10^6 psi Allowed Fv: 85 psi
Tabulated Fb:. 1,350 psi Allowed Fc perp.: 625 psi
Size Factor, CF: 1.2 Allowed Fb: 1,620 psi
(Allowed Fb includes size factor, wet service, snow load and repetetive load adjustments)
Deflgctiqn analysis:
For total load: Allowed deflection criteria, span / 240
ForLL only: Allowed deflection criteria, span / 480
Max. allowed total defl: 0.375 in Max LL defl: 0.188 in
Max. defl. * I: 26 in^5 Required I: 69 in^4
LL defl. * I: 20 in^5 Required I: 105 in^4
Actualdeflections: TOTAL: 0.111 inches LL: 0.086 inches
Member depth:
DL uniform load:
LL uniform load:
Total load:
With reduced LL:
F'orce analvsis;
Max. momentt
Member propertiesr
Moment of inertia:
Section Modulus:
Section Area:
Bearing Area:
Minimum bearing dimensions:
Provided:
23A.8 in^4
49.9 in^3
32.4 in^2
in^4
in^3
in^2
in^Z
inches
SELECTED MEMBER: 3.5 x 9.25
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John S. Apolis. P.E.
CONSULTING STRUCTT.'RAL ENGINEERIN
Residential and Commercial Structural D
Avenue NE, Seottle, WA 98],]5
(206)527 -1288 Fax: (205)527 -2617 email:
esrgn
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Tel:
G SERVICES
Project No.1-1,ooL Dqle
Project Nome
Architect
Revlsion Poge 9
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John S. Apolis. P.E.
7th Avenue NE, Seoffle, WA 98l,l s
Tel: Q06)527 -1288 F ax: (206)527 -2617 email:ty.com
63il I
Project No.77,ooL Dole 7
Project Nqme fct+*r,/
Archltect
Revision
Subiect
IPogeuk-of_
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More Data About this Address
AM, FM & Tv Carrier Route Radi-us goptributgrg Ct.W D-emo-grap-hic.s. Inqome Tax
Hqme Sales !,absr Sta-listics Nearest Mailing Hoqse No,nprafigs $tre-et D-eta-il
Address
1253 Umatilla Ave
Port Townsend WA 98368-4843
SapG lfapY MapV
Address Type Street ZIP CodeType: Standard
Area Code 360
Public Records Search eliek he-re fo-r, ayailabls, pq[ijq .Records
Number of Inquires 1 Click Here to monitor this address
Carrier Route - DPC coo4 - s39
County (FIPS Code)Jefferson (53-031) €osn-ty- Detngr-ep-bics Co-unty n4ap PD-F
Time Zone (Localtime)PacificTime ( LltLl2OOT 1.1t25:44 AM)
Representative, Party & District Nsrm,a-n-D'cks (D) (O6) Dictrict D_emegraphi-cs Map
Latitude & Longitude 48.L248'Degrees North t22'79O4 Degrees West
Census Tract 95O6.02 Block 1
Delivery Post Office
PORT TOWNSEND
1322 WASHINGTON ST
PORT TOWNSEND WA 98368 MapG- MapY li4apV
Phone: 360-385-0922
Prizm Code
20
Fast-Track Families
With their upper-middle-class incomes, numerous children and
spacious homes, Fast-Track Families are in their prime acquisition
years. These middle-aged parents have the disposable income and
educated sensibility to want the best for their children. They buy
the latest technology with impunity: new computers, DVD players,
home theater systems and video games. They take advantage of
their rustic locales by camping, boating and fishing. l=earn msre
ab-o-ut Prizm -Cp-des.
Business Listlngs for
98368-4843
Company Addresc zlP+4
KAJABASIS INTERNAIIONA!. INE 1253 Umatilla Ave 98368-4843
goh4U Frs-
27, ooz
http://www.melissadata.com/lookups/AddressVerifr.asp?Address-1253+Umatilla+Avenu... llll12007
Maximum Consrdered Motron tirr 4U states
Andlrsrs-. Op. rs-'ns, p-agc
Design \ialues page
L1,fo z
I
Page l. ot I
LOCATION 48 .1248 T.al . -1-22.1944 Long.
The int.erpolated Probabillstic ground motion values, .!n *9, at the requested point are:
Maximum Considered
Earthquake
Ground Motion
Ss, 0.2 sec SA L24.94
51, 1 .0 sec SA 43 . 93
=USGSEarthquake Hazards Program
http ://eqdesign.cr.usgs.gov/cgi-bin/designJookup-96.cgi Utt/2007
John S. Apolis, P.E.
Project:
Architect:
)
CSES,Inc.
Schoen residence
Sortun-Vos Architects
I
Job number:
Date:
number:
27.002
l5-Jan47
Loads SBC 2003 and ASCf_ 7-02
Wind Parameters related to the site:
85 mph Basic Wind Speed
Wind Parameters related to the structure:
Least Horizontal Dimension" feet: 45
lamMa= 1.000
Ps: lambda * Iw * Ps(30)
Mean RoofHt feet:
4.5 ft, 2a:
12.00 : 12 =
1.00
GI. x. or z) / Lh
0.20
0.50
0.01
Exposure B
30
9.0
45.0
feet
feet
(degrees)
feet
a=
Roof Slope:
Iw=
30
Calculation of the Win$ Sneedun Factor, Szt:(Refer to Fisure 6-4)
Values for Kl, K2, and K3 are interpolated and taken from Figure 6-4-Eern+w l4tvfJ
Dist. from the Crest to point at half the hill height, Lh:
Maximum Height ofthe Hill or Ridge, H:
Distance from the Crest to the Building Site, x:
Building Heighq z:
600
Calculated Kzt = (1 + Kl * K2 * K3) 2
1,y'
feet
feet
feet
feet
Kl: 0.29
K2 = 0.67
K3 = 1.00
u9e
1.43
LATERAL LOADS DESIGN IBC 2OO3
John S. Apolis, P.E.
Project:
Architect:
\
j
CSES,Inc.
Schoen residence
Sortun-Vos Architects
\,
Job number:
Date:
number:
27.002
l5-Jan-07
LI
2003 International Building Code (IBC)
2OOI NDSWII{D LOADS 85 mph Basic Wind Speed
Ps: lambda * Iw * Ps(30) Exposure B Roof Slope: 12.00 : 12 = 45.0
Least Horizontal Dimension, feet: 45 Mean Roof H! feet: 30 (degrees)
lamMa = 1.000 a = 4.5 ft, 2a= 9.0 ft
fw = 1.00 KzT: 1.50
Tabulated Ps(3_0): 7,one
@efer to ASCE 7-02, Figure 6-2)
(horizontal)
(uplift on overhangs)
(vertical)
il
x
il
tr
tr
It
Sds = 2/3 * Sms =
yoY:( 1.2 * Sds/R;=
Min (Per section 1609.6.2.1.1,
Design minimum wind pressure
Pres$ufe is t0 PSF for zones
A,B,C,D)
19.4
t3.2
15.3
r0.5
sdl=2/3*sml = 0.50
A
B
c
D
E
F
G
H
Tabulated
Pressure
12.9
8.8
r0.2
7.0
5.0
-7.8
4.3
-6.7
-4.5
-5.2
CatcS
Design
Pressure
(*lamMa*KzT)
psf 19.4
psf 13.2
psf f5.3
psf 10.5
psf 7.5
psf -11.7
psf 6.5
psf -10.1
psf -6.8
psf -7.8n
E(oh)
G(oh)
SEISI{IC LOAQS rho : 1.0 R - 6.5 Table 1617.6.2
(Seismic Parameters Group I Site Class: D
per IBC Chapter 16) PGA (.2 sec) 1.2494 Fa = 1.00 IBC Table 1615.1.2 (l)
PGA(I sdc) 0.4393 Fv : 1.50 IBC Table 1615.1.2(2)
Seismic Design Categories per Tables f6f63(f) and (2):
BasedonSds: D BasedonSdl: D
PGA's based on peak ground accelerations per the USGS Hazards Program (2003, by laVlon).
Ss = 1.5000 Figure 1615 (l) Sms:Fa t Ss = 1.50 Equation 16-38
S1 = 0.5000 Figure 1615 (2) Sml = Fv * Sl : 0.75 Equation 16-39
Equation 16-40
Equation 16-56
1.00
0.185
Base Shear = oAV * W * 0.7 = L37 psf, uniformly distributed over floor area
(0.7 reduction factor per ASCE 7-02, Section2.4.l, Equation 5.)
Dead Loads for roof - g elevated floors
Wall Dead Load. Lateral
Floor Dead Load dist. over floor area: Load (osfl
Roof 12 psf 6 psf 2.33 psfFloors : psf psf i,. '. psf
Total Seisqic DL: , psf, average on floor plan area
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Johr S. Apolis.
CONSULTING STRUCTURAI, ENG
Residential and Cornmercial
PE.
INEERING SERVICES
Str.uctural Design
631 1 l Tth Avenue NE, Seqttle, WA 981,15
Tel: (206)527-1288 Fax (205)527-26T7 email:
Prolecl.No.7
Projecl Nome
Architect
Revision
f,-7,l-l607
Poge
Dole
of_
HOLD DOWN NOT.ES
Convention for showine shea{ walls and hold downs: Shear walls are shown on
the roof framing plan. Hold downs are located at the bottom of the shear wall,
and connect the end of the shear wall to the concrete foundation.
Hold downs shall be installed so as to be as far apart as is reasonable. Hold
downs may be located on either the near side or the far side of the post or double
sfud to which they are attached. In no case shall a hold down bolt be located
farther than 6' from the end of the shear wall, except with approval of the
engineer. Refer to the latest edition of the Simpson Catalog for details.
PIIDx denotes a new Simpson PHD2 or 5 hold down. For the hold down
botts at existing concrete foundations, a 5/8'diameter threaded steel
rod may be used, which shall be epoxy grouted into a 3/4' diameter by
9'deep hole, drilled into approximately the center of the existing
concrete perimeter foundation wall,
Snecial Note: AII holes for hold down hlts which are drillqd ipto new or existine
thc buitline insnccfur. the structural enginecf pf record, or the snscial inspection
crortad into &G hol€s. Thc cpoxv gruut usc mrst also be annroved.
The eontraetor mdvertfyth&t thecri*iEgM*x i*mti**cred i* gd
condition witling 5 fet of any sher wall or hold down, in any direction.
Contact tte engireer of remrd prftr te @iry !f *ry d fu
arc not mct, or if the instellation of tho hold downs results in any visible damage to
the existiryMtim.
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t
o
r
sp
e
c
i
f
i
c
a
t
i
o
n
s
,
apply to
as
s
e
m
b
l
i
e
s
at
bo
t
h
th
e
to
p
an
d
bo
t
t
o
m
of
th
e
sh
e
a
r
wa
l
l
.
At
lo
w
e
r
le
v
e
l
s
,
th
e
y
ap
p
l
y
to
th
e
bo
t
t
o
m
of
th
e
wall only.
4.
Sh
e
a
r
wa
l
l
na
i
l
s
sh
a
l
l
be
pl
a
c
e
d
no
cl
o
s
e
r
th
a
n
3
/
8
"
fr
o
m
a
pa
n
e
l
ed
g
e
or
pe
r
p
e
n
d
i
c
u
l
a
r
fb
c
e
of
st
u
d
.
5.
Ma
>
<
i
m
u
m
sp
a
c
i
n
g
be
t
w
e
e
n
na
i
l
s
sh
a
l
l
no
t
ex
c
e
e
d
L2
"
.
6.
Sh
e
a
r
wa
l
l
na
i
l
i
n
g
sh
a
l
l
be
co
m
m
o
n
or
ga
l
v
a
r
r
i
z
-
e
d
bo
x
na
i
l
s
.
7.
Wh
e
r
e
ho
l
d
do
w
n
s
ar
e
sp
e
c
i
f
i
e
d
,
th
e
y
sh
a
l
l
be
lo
c
a
t
e
d
wi
t
h
i
n
6
in
c
h
e
s
of
th
e
en
d
of
th
e
sh
e
a
r
wa
l
l
,
un
l
e
s
s
otherwise
ap
p
r
o
v
e
d
by
th
e
en
g
i
n
e
e
r
of
re
c
o
r
d
.
Mi
n
i
m
u
m
en
d
st
u
d
s
sh
a
l
l
be
as
sp
e
c
i
f
i
e
d
in
th
e
mo
s
t
re
c
e
n
t
Si
m
p
s
o
n
catalog.
8.
Sh
e
a
r
wa
l
l
ed
g
e
na
i
l
i
n
g
sh
a
l
l
be
pr
o
v
i
d
e
d
in
t
o
al
l
st
u
d
s
at
t
a
c
h
e
d
to
a
ho
l
d
do
w
n
.
9.
Mi
n
i
m
u
m
de
p
t
h
of
em
b
e
d
m
e
n
t
fo
r
sh
e
a
r
wa
l
l
an
c
h
o
r
bo
l
t
s
sh
a
l
l
be
as
sp
e
c
i
f
i
e
d
in
IB
C
Ta
b
l
e
19
1
2
.
2
.
1
")
\
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3
Port Townsend WA 98368
(360) 379-5095 FAX (360) 3444619
Menzo
TO:
FROM:
SUBJECT:
DATE:
Patty Voelker
Penny Westerfield
Refund
March 8,2007
Please process a refund in the amount of $170.91. The applicant overpaid for plan
review on a permit. The refund should be made out and sent to:
Sam Shoen
1253 Umatilla Avenue
Port Townsend WA 98368
A copy ofthe receipt is attached for your records.
Thank you verymuch!