HomeMy WebLinkAboutBLD07-230r)
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BUILDINGPERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-s09s
Project Informution
Permit Type Residential - Single Family - New
Site Address 1433 MADISON
Project Description
New single-family residence with attached garage
Permit #
Project Name
Parcel #
BLD07-230
974100102
Nsmes Associated with thig Project
Type Name
Applicant Hayes John F
Owner Hayes John F
Contractor Ld Richert
Contact Phone #
License
Type License # Exp Date
(360) 379-5222 STATE LDRICC*066L105129/2009
*r<* sEE A'TTACHED CONDITIONS ***
Call 385-2294by 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 certifu
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 certify
that I am the owner ofthe property or authorized agent ofthe owner-
printName ("'?^ Ki*^ tfta /ag illffi:'' :ljff:f
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BUILDINGPERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-s09s
Project Informotion
Permit Type Residential - Single Family - New
Site Address 1433 MADISON
Project Description
New single-family residence with attached garage
Permit #
Proiect Name
Parcel #
BLD07-230
974100102
Fee Information Project Details
Decks - Residential
Decks - Residential (Covered)
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
$232.341.86
3.00
1,739.55
100.00
248 SQFT
33 SQFT
2,309 SQFT
413 SQFT
150.00
1,130.06
150.00
4.50
34.77
10.00
Total Fees $3,320.88
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 certify
that I am the owner ofthe property or authorized agent ofthe owner.
Datelssued: 0l/10/2008
Issued By: SFOSTER
Print Name
l\
I
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 1433 MADISON
Project Description
New single-family residence with attached garage
Permit #
Project Name
Parcel #
BLD07-230
974100102
Conditions
10. Property comer survey pins must be located at time of foooting inspection to verifu setbacks.
11. Address must be displayed at Cosgrove St. entrance as well as from the Madison St. ROW.
20. Temp. erosion control measures must be installed and maintained prior to approval of any building inspections
30. Grade level of site may not be raised above that of existing natural grade. Grade point to be established and
confirmed prior to placement of concrete.
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 certifu
that I am the owner of the property or authorized agent of the owner.
Date lssued
lssued By:
0t/10/2008
SFOSTER
Print Name
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Receipt Nunber:ffiffiffi
BLD07-230
BLD07-230
BLD07-230
BLD07-230
BLD07-230
BLDOT-230
BLD07-230
BLDOT-230
BLD07-230
974100102
974100102
974100702
974100702
974100102
974100102
974100102
974100102
974100102
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
Plan Review Fee
Technology Fee for Building Permit
Energy Code Fee - New Single Famil
State Building Code Gouncil Fee
Plumbing Permit Fee per lhvelling t
Mechanical Permit Fee per Drelling
Building Permit Fee
Record Retention Fee for Building P
Site Address Fee
$1,130.06
$34.77
$100.00
$4.50
$r50.00
$150.00
$1,738.55
$10.00
$3.00
Total:
$9S0.06
$34-77
$100.00
$4.50
$150.00
$150.00
$r,738.5s
$10.00
$3.00
$3,170.88
-o97707
CHECK
11lOgl2OO7 Plan Review Fee
1742
$150.00 BLD07-230
Total
$ 3,170.88
$3,170.88
genprntrreceipts l%ge 1 of 1
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fCITY OF PORT TOWNSEND
PERMIT ACTIVITY LOG
PERMTT# e.LDO1 - 23O
SCOPE OF WORK:
DATE RECEIVED Il- q - o-/
oF Lqns
DATE ACTION INITIALSl-Q-oz ENTERED INTO CHET
CA-toP - No evidence
CHECKED FOR COMPLETENESS
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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: S Iq I O1 PERMIT NUMBER:
'TTEADDRESS:
/W e'i--
6Lb 01 -Z3o
PROJECT NAME:CONTRACTOR:
CONTACT PERSON:PHONE:
TYPE OF INSPECTION:TDnu
I] APPROVED N APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
o7InspectorLDate
Approved plans and permit card must be on-site and avqilable at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
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Inspection Report
Project e.?PermitoO7,Z7"
Date Inspector Inspection & Notes
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Jefferson Gounty DCD Building Division
Correction Notice
PERMIT NUMBER
OWNER
JoB LocATroru !
Inspection of this structure has found the following violations
.L
L;it c[ur-.-t<- ;mr [-JAr-L-
You are hereby notified that no more work shall be done upon these premises until
the above violations are corrected, unless noted othenrvise. When corrections have
been made, call for inspection
Date Vlnspector
THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE
BU|LDTNG DTVTSON(360) 379-4450 dr."r,o* HorLrNE(360 ) s7s-44ss
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 INSPECTIoN: 4-\- ?'PBRMIT NUMBER: 1'Z3O
SITE ADDRESS: I"{33>
PROJBCT NAME:CONTRACTOR:
CONTACT PERSON:PHONE:
TYPE OF INSPECTION:
o
t
Tb VE o (-
tr APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
NOT APPROVED
Call for re-inspection before
proceeding.
Inspector \,ilN\6-Date 43-(
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.
Development Senrfces
Residential Building Permit Application
) Applications accepted by mail must include a check for initial plan review fee of $150D see the "Residential Building Permit Application Requirements" for details on
plan submittal requirements.
Lender lnformation:
Lender information must be provided for projects
over $5,000 in valuation per RCW 19.27.O95.
Name:
Project Valuation:
2nd floor
3'd floor
Building lnformation (square feet):
l"tftoor g 369 Garag e' 413
oeck(s): 2.48
Porch(es):33
Basement:_ ls it finished? Yes No
Carport:_
Manufactured Home n
New ! Addition D
ADU N
Remodel/Repair I
\i .,
owner
,,.
Property Owner:
Name {5
Address:=---
T rV.A
Phone:
Email:
Print Name:
I hereby certify that the information provided is correct, that I am either the owner or
and that all permit will be in accordance with State Laws a the Townsend Municipal .C. gde
on behalf of the
CllY lii' i'r;l'I tt;i'li',",'; ,t
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Project Address:
1434 A"ia>, !err..r Sl-gs'g-r
Parcer # q14 l}D I D2
Legal Description (or Tax #):
Addition: [4 r)i, , r=a" iu
Lot(s):i 1Z (r.i/z-aA)
!t€tp
Block: t
Project Description
C ontacURepresentative :
Name: Li V, '&iar-l L@ T
Address. f- A 6i1) \ Z'7
City/SUZip:7,
Phone:
Email:
4-1e, . tizZt,U nax? l. fTlfq
&^ lA*Av k, frez-v"r',
Contractor:
Name: L, V. r{. r r. u {:-€-T
Address: €.O V*te t L? t
Phone: 4ci -/)4'4
state Licens e *: t-D ?ct-,*O Qta li exp:
City Business License #:
'?-
LiD
cEmailld{tc,ha t''1,
Fc'<-fcw t4/:>C
Pl.(oa
Total Lot Coverage (Building Footprint)
lmpervious Surface:
Square feet:.---
Square feet:
',jji. "i i;1 /7,f
?YN ;
Any known
Any steep
Sign
associated with this
Date:'24"
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RESIDENTIAL BUILDING PERMIT APPLICATION
CHECKLIST
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.
X Residential permit application.
n Washington State Energy & Ventilation Code forms
tr Two (2) gets of plans with North arrow and scaled, no smaller than Ya" = 1 foot;
n A site plan showing:
1. Legal description and parcel number (or tax number),
2. Property lines and dimensions' 3. S'etbacks from all sides of the proposed structure to the property lines in accordance with a
pinned boundary line survey
4. On-site parking and driveway with dimensions
5. Street names and any easements or vacations
6. Location and diameter of existing trees
7. Utility lines
B. lf applicable, existing or proposed septic system location
9. Delineated critical areas boundaries and buffers
I Foundation plan:
1. Footings and foundation walls
2. Post and beam sizes and spans
3. Floor joist size and layout
4. Holdowns
5. Foundation venting
I Floor plan:
1. Room use and dimensions
2. Braced wall panel locations
3- Smoke detector locations
4. Attic access
5. Plumbing and mechanical fixtures
6. Occupancy separation between dwelling and garage (if applicable)
7. Window, skylight, and door locations, including escape windows and safety glazing
I Wallsection:
1. Footing size, reinforcement, depth below grade
2. Foundation wall, height, width, reinforcement, anchor bolts, and washers
3. Floor joist size and spacing
4. Wall stud size and spacing
5. Header size and spans
6. Wall sheathing, weather resistant barrier, and siding material
7. Sheet rock and insulation
8. Rafters, ceiling joists, trusses, with blocking and positive connections
9. Ceiling height
10. Roof sheathing, roofing material, roof pitch, attic ventilation
I Exterior elevations (all four) with existing slope of the land in relation to all proposed structures
I lf architecturally designed, one set of plans must have an original signature
I lf engineered, one set of plans must have one original signature
ll For new dwelling construction, Street & Utility or Minor lmprovement application
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PROPERTY LINE
1'-10'X,
5'-0"s',-0.
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stair lan
grade -0"-12
CITY OF PORT TOWNSEND
DSD
Hayes existing grade to elevation revised Dec 191h,2007
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WSEC Residential Construction Checklist
Washington State Energy Code (WSEC)
2006 Residential Construction Checklist
Complete this form in addition to WSEC prescriptive compliance form. Please answer the
following questions:
TYPE OF'PROJECT:
.i New 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 as an Accessory Dwelling Unit
regardless of size must also meet these requirements.
.i House addition under 750 square feet
Possible trade-ofs 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, does not require whole house ventilation,
Spot ventilation is still required.
TYPE OF HEATING- Please check all that applv:
Electric
.i Wall Heater .i Baseboard .i Forced Air Furnace
Non-Electric:
Radiant Floor (Boiler) ,*i Other _
Propane:J Radiant Floor/Baseboard (Boiler) .i LPG Stove .i LPG Furnace *i Other LPG
.iiHeat Pump .i Oil 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 Floors:
iflywooawith exterior glue
v'Poly plastic (greater than or equal to 4 millimeter thick)
i Backed batts
o Walls:
ipptt plastic (greater than or equal to 4 millimeter thick)
t1F ace - stapled, backed batts
Vl Low-perm paint
o Ceilings:
lNot required where ventilation space averages greater than or equal to 12 inches above
insulation
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3
Port Townsend, WA 98368
(360) 379-5095 Fax: (360)344-4619
GEilVii I
I[tril rr
'liiUiNO\/ 9 2007
CITY OF PORI iOWNS[ND
DSD
ip backed batts
plastic (greater than or equal to 4 millimeter thick)
perm paint
SEE BACK
P:\DSD\Forms\Building Forms\Application-Residential Energy Code Ched<list.doc
Page I of2
w
Tvpe of vgntilation used throughout the house: .i HVAC Integrated Option
Whole House Fan for "Exhaust Option":
r In what room is your whole house fan located?
r What size is the whole house exhaust fan?
L.\619 bfa{
Option
a;n-75 CFM (l-2 bedroom house)
\4 80-120 CFM (3 bedroom house).i 100-150 CFM (4 bedroom house).i 120-180 CFM (5 bedroom house)
Note: the whole house fan shall be readily accessible and controlled by a24-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 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 % inch 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:
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.
o Provide not less than 4 square inches ofnet free area ofopening for each habitable space.
Whq\tyFof fresh air inlet will be installed? (See figure below)
li)ffindow Ports
Lfwdl pnrt.
P:\DSD\Forms\Building Forms\Application-Residential Energy Code Chedclist.doc
Page 2 of2
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' City of Port Townsend
T 17.r6.030
Residential Districts -ional and uirements
DISTRTCT R-T \n-u )R-III R.TV
MAXIMUMHOUSTNG
DENSITY
(unitVbedrooms per
40,000 square foot area)
4 dwelling units
( 10,000 sf of lot area per
unit)
8 dwb{iqA/6its
(5,000 sf of lot area per
unit)
16 units per 40,000 sf
oflot area
24 units per 40,000 sf
of lot area
MINIMUMAVERAGE
HOUSING DENSTTY
(units/bedrooms per
40,000 square foot area)
l5 units
MAXIMUMNUMBER
OF DWELLING UNITS
TN ANY ONE
STRUCTURE
4 (Notc limired
structures with more than
4 dwellings per strucfure
may be permitted through
the PUD process, see
Chapter 17.32
4 (Note: limited
structures with more
than 4 dwellings per
structure may be
permifted through the
PUD process, see
Chapter l7 -32
No limit No limit
MTNTMUM LOT SIZE 10,000 sf = single- family
detached
5,000 sf : single-family
detached
3,000 sf = single-family
detached; 5,000sf:
single-family attached
(duples); 7,500 sf:
single-family attached
(triptex); and 10,000 sf:
single-family attached
(fourplex) and multi-
family
MINIMUMLOTWIDTH 50'50 30'except 100':
multifamily
MTNTMUM FRONT
YARD SETBACKS
grN*{<- ,r
d"qs&ha*,t is"
rtal a- ?uklie
S +{€"e+..'
20'except:
50': bams and
agricultural buildings access facine a stre€t+';'r'r'--F, rlSnt-Ot-WaV and
-#50':barns and
agricultural buildings
l0' except 20 feet for
garages with vehicle
20'except:
' 10' dside or rear
parking/garages; garages
with vehicle access facing
a street right-of-way must
be setback 20'; no setback
for multifamily structures
located within 200 feet of
an abutting mixed use
zoning district
20'except;
l0' dside or rear parking; no
setback for multifamily
structures located within 200 feet
of an abutting mixed use zoning
district
MTNTMUMREARYARD
SETBACKS
20'except:
50' : bams and
agricultural buildings,
and 100' if abutting a R-
II, R-III, or
R-lV zonins district
l0'except:
100' = barns and
agricultural buildings
10'except:
no setback for
multifamily structures
located within 200 feet of
an abutting mixed use
zonins district
l5'except:
20' ifdirectly abutting an R-I or
R-II district; no setback for
multifamily structures located
within 200 feet of an abutting
mixed use zonine district
MINIMUM SIDE YARD
SETBACKS
5'except:
l0': abutting a street r-o-
w; 20 feet for garages
with vehicle access facing
a stre€t right-of-way and
50' barns and agricultural
buildings and 100' if
abutting a R-II, R-III, or
R-IV zonine district
5'except:
l0'= abutting a sheet r-
o-w; 20 feet for garages
with vehicle access
facing a street right-of-
way and 100': barns
and agicultural
buildings
5'except:
10': along a street r-o-w;
20 feet for garages with
vehicle access facing a
street right-of-way and no
setback for multifamily
structures located within
200 feet ofan abutting
mixed use zoning district
l5'except:
20' if directly abutting an R-l or
R-II districq no setback for
multifamily structures located
within 200 feet of an abutting
mixed use zoning district
MAXIMUMBUILDTNG
HEIGHT
30 30 35 35'
MAXIMUM LOT
COVERAGE
25%35% except 40olo where
an ADU is included on
the lot
4sYo s0%
MAXTMUMFENCE
HEIGHT*
FronF4'; Side8'; Side
abutting a public right-of-
way =4'; rear:8'
FronF4'; Side=8': Side
abutting a public right-
of-way:4'; rear:8'
FronF4'; Side8'; Side
abutting a public right-of-
way 4'; rear:8'
Front--4';Side8';
Side abutting a public
right-of-way =4'; rear=8'
P:\DSDVormslBuilding Formsvnformation-Table 17.16.030 Res Zoning Districts.doc
02/27/07
t.;
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Department
I 8l Quincy Street, Suite 301, Port Townsend, WA 98368
(360')379-3208 FAx (360) 38s-767s
Findines. Conclusions and Decision of the Director
DATE: August 4,2004
SUBJECT: Lot Line Reorientation LIJPA4-077
Vernon L. Garrison Living Trust
After respectful consideration of the above referenced application, the Port Townsend Director
of Building and Community Development hereby adopts the following Findings, Conclusions
and Decision.
Findines of Fact
Application has been made by Vern Garrison to reorient lot lines of six of eight lots
on Block l, Mountain View Plat, located between Cosgrove and McKinley and
Quincy and Madison Streets. Tax parcel # 974-700-101. This block is generally
known as the "Boy Scout property''. Lots 1,2, and 5 through 8 would be reoriented;
Lots 3 and 4 would remain in their original orientation and are unaffected by this lot
line reorientation,
The following legal descriptions are proposed:
Parcel A: South half of Lots 5 and 6, Block l, Mountain View Addition to the City
of Port Townsend filed in Volume I of Plats, Page}4.
Parcel B: North half of Lots 5 and 6, Block l, Mountain View Addition to the City
of Port Townsend filed in Volume I of Plats, Page24.
Parcel C: North half of Lots 7 and 8, Block l, Mountain View Addition to the City
of Port Townsend filed in Volume 1 of Plats, Page24.
Parcel D: South half of Lots 7 and 8, Block 1, Mountain View Addition to the City
of Port Townsend filed in Volume 1 of Plats, Page 24.
Parcel E: North half of Lots I and 2, Block 1, Mountain View Addition to the City
of Port Townsend filed in Volume I of Plats, PageZ4.
Parcel F: South half of Lots I and 2, Block 1, Mountain View Addition to the City
of Port Townsend filed in Volume 1 of Plats, Page24.
Chapter 18.08 PTMC (Lot Line Adjustments) requires approval from the Director of
Building and Community Development to revise a legal description to include
portions of existing platted lots.
The subject property is within the R-tr zoning district. The R-II zone is primarily a
medium density single-family residence district, including duplexes, triplexes and
fourplexes at a density ofup to 8 units per 40,000 square foot area; customary
I
2
3
4
i
Garrison lot Line Reorientati on*t-I0f{4-077
Page2 of 4 814104
8
10.
11.
5.
6.
accessory secondaryuses, and accessory dwelling units. Required setbacks within
the R-II zone are l0-foot front and rear yard setbacks (20 foot garage setback if it
opens onto riglrt of way), and a S-foot side ymd setback (10 feet when abutting a
steet right-of-way.) All lots within the R-II zoning district must be a minimum of 50
feet in width and an area not less than 5,0000 squme feet-
All lots measure 50 x 100 feet. Theproposed pmcels will also measure 50 x 100 feet.
There is building straddling existing Lots 6 and 7. The building was constructed circa
1932 and has been used as a Boy Scout meeting house since that time, With the lot
line reorientation, this strucfure would encroach on portions of new Parcels A, B, C
and D. The existing structure must be relocated to a legal location or demolished, or
new Parcels A, B, C and D be legally tied together by a covenant in form acceptable
to the City, in accordance with Condition #1.
In a separate process, the applicant intends to apply for statutory vacation of
McKinley Street to the north of existing Lots 5 - 8. This lot line adjustrnent does not
address the street vacation issue. All lots will have street access in the reorientdd
condition whether or not McKinley Street is vacated. The lot line reorientation
allows McKinley Street to remain unopened, which would need to be opened to serve
Lots 6 and,7 in the existing configuration. Afterreorientation, new Parcels A and B
7
will have access to Quincy Street and new Parcels C through F will have access on
Madison Street. Parcel F will also have frontagebn Cosgrove Street.
9
All proposed lots will have access to existing water lines in Quincy and Madison
Street. ln the original lot configuration, a water line would need to be extended in
McKinley Street to serve Lots 6 and7.
Fire protection is approximately the same in the original or reoriented lot
configuration. Fire hydrants with flow between 500 -999 gpm are located on Quincy
Street and Madison Street. Each proposed lot is located within 250 feet of one of
thesehydrants. However, flow less than 1,000 gm is considered inadequate. The
applicant may request that the City conduct a new flow test on these hydrants.
(Contact Francesca Franklin 379-5093). The applicant is responsible for ensuring
adequate fire protection for each lot.
The applicant proposes a new sewer line in Quincy Street to serve Parcels A and B.
There is an existing sewer line Madison Street to serve Parcel C, D, E and F. There is
also an existing sewer line in Cosgrove Street accessible to Pmcel F ifneeded.
The site does not contain any environmentally sensitive areas as defined in Title l9 of
the Port Townsend Municipal Code.
Notice of application was published rn The Leqder and poste<i at the proposal site.
No comment letters were received.
12.
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i
Garrison Lot Line Reorientation
Page3 of 48/4104
Conclusions
The proposed lot line reorientation does not create any additional building site, lot,
tract, parcel or division. Six city lots will be reoriented resulting in six city lots.
The proposed lot line reorientation does not result in a lot, tract, parcel, site or
division which contains increased densityor dimensions which me inconsistent with
the minimum requirements as set forth in the city's zoning and land use and state and
local health codes and regulations. The existingbuilding straddling new Parcels A, B
C and D will be relocated or demolished, or new Parcels A, B, C and D be legally tied
together by a covanant in form acceptable to the City, as specified in Condition #1.
The proposed lot line reorientation does not diminish or impair drainage, water
supply, existing sanitary sewage disposal, and access or easement for vehicles or
pedestrians, utilities and fire protection for any lot, tract, parcel, site or division-
The proposed lot line reorientation does not diminish or impair any public or private
utility easement or deprive any parcel of access orutilities.
The proposed lot line reorientation does not create unreasonably restrictive or
hazardous access to the property.
The proposed lot line reorientation does not replat or vacate a plat or short
subdivision, or revise or amend the conditions of approval of any full or short
subdivision-
The proposed lot line reorientation does not amend the conditions of approval for
previ ously pl atted property.
I)ecision
Based on the foregoing Findings and Conclusions, application for Lot Line Reorientation
No. LUP04-077 is hereby APPROVED subject to compliance with the following
CONDITIONS:
Within two years ofthe date this Lot Line Adjustment is recorded, the existing
strucfure must be relocated to a legal location or demolished, or new Parcels A, B, C
and D be legally tied togetherby a covenant in form acceptable to the City.
The applicant shall record with the Jefferson CountyAuditor the attached Lot Line
Adjustment Statement of Intent defining proposed Parcels A through F as single tracts.
The approved lot line reorientation shall not become effective until the Statement of
Intent required for recording has been recorded with the Jefferson County Auditor.
Afterrecording, the applicant shall retum the original of said document to the City
within ninety (90) days from the date of this approval. Otherwise, this approval shall
automatically become null and void.
I
)
J
4.
5
6.
7
1
2.
J
1
Garrison Lot Line Reorientation #LUP04-077
Pagc4 of 48/4104
i.i
Development of Parcels A through F will require street andl/or infrastructure
improvements as specified by the City througtr a Street and Utility Development
Permit.
U E-{, ,/
Jean Associate Planner Date
Services Department
Appeals
Fursuant to Subsection 20.01.210 PTMC, an applicant or other party of record who may be
aggrieved by the administrative decision may appeal the decision to the hearing examiner,
provided that a written appeal in conformance with Chapter 1.14 PTMC is filed within l4
calendar days after the notice ofthe decision. The date on which a decision is deemed issued is 3
days after a written decision is mailed by the City, The appeal period ends at 4:00 PM, August
20,2004.
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J.tlrrlo^ CNnty, ln ,llY eirHUR ilLft 4r.00
AFTER RECORDING MAIL TO:
Henry & AllerL Attorneys
PO Box 576
Port Townsend WA 98368
NO REAL ESTATE
EXCISE TAX REOUIREDJEFFEFSONTREASURER
DOCUMENT TITLE: Dechration of Restrictive Covenants cnd Conditions, 8od Easement
GRANTOR: Vernon I. Garrison, Trustee of the vernon L Garrison Living Trust
GRANTEE(S): The Public
LEGAL DESCRIPTION (abbreviated): Block l, Mountain view Addition, Port Townsend
(Additional legal description is on page l'2 ofdocument)
ASSESSOR'S PROPERTY TAX PARCEUACCOUNT NIJMBER: APN 974'TOO'IOT
Declaration of Restrictive Covenants
Restrictive Covenants - I
Rt/:
The rmdersigned Vemon I. Garrison, as Trustee of the Vemon I. Garrison Living Trust
dated February I I , i 999, is the legal and equitable owner of the following described real property
located in Jefferson County, State of Washinglon:
Lots l-8 inclusive in Block l, Mountain View Addition to the City of Port Towusend' as
per plat recorded in volume I ofPlats, page24, records ofJefferson county,
Washington, together with the South half of vacated McKinley Street adjacent to lots 5-8
which by operation of law attach thereto (APN 974-l0G'l0l)
Which property has been adjusted by Lot Line Adjustment #LUP04-077, recorded August
9,ZAM at ,q.uditois Flle lA87962,records of Jefferson County, Washington, and now includes
the following parcels:
parcels A, B (including the South half of vacated McKinley Street adjacenf thereto), C
(including the South half of vacated McKinley Street adjacent thereto), D, E and F, and
Lots 3 and 4, Block l, Mountain View Addition to the City of Port Townsend, as pcr plat
recorded in Volume I of Plats, page24, records ofJefferson County, Washingtoq
I lllill llil lllilll il|il il lllil |il|il,,,,ii;,,lllffi;:,0;.,,
togerher w*h the sourh harf of v--.o ;.:;;#: parcers
"
;. ., :;'
in Jeffersoo County, State of Washinglon-
Recitals: Owner desires to provide for present and future uses of said property consistent
*irt itsfifr-rt *O best use for single fumity residential purposes' preserving views so far as
p.5iUi., ia nroviding for the protlction and preservation of the character of the properfy and its
".igftf"ift*0. Owneriesires tirut ttt" ptop".ty shall be and remain subject to the t€rms of these
resirictite covenants for all purposes, including but not limited to any future sale, Eansfer,
.onn*V** or lease of the property o. *y pottion of it, or any future development thereof;
THEREFOREitisherebydeclared,covenantedandprovidedthat:
l. Restrictions geated by this document affect and reshict all the described parcels' Thcy are,
and shall be, construed as covenants running with the land binding upon the Owner and all
subsequ"nt o*o"o and occupiers of the land or any jnterest therein. It is the intent of the Owner
that the restrictions shalt bini and reslrict the land, the Owrler, its heirs, gtatrtees, personal
representatives, successors and assigns, alike'
2. All persons dealing with said land and entitled to enforce and compel compliance with thele
ao.r"n**, irr"luding bul not limited to owners and govenrmental agencies, shall have the dght in
law and equity to
"ofor""
and compel compliance with them, and to benefit and take advantage
of them.
3. These restriclive covenants shall be governed by the laws of the state of washinglorr" and
enforced only in the Superior Court of the County of Jefferson, State of Washington'
Restrictive Covenants - 2
4. Vemon I. Garrison, as Trustee for the vemon l. Garrison Living Trust (orantor), hereby
gr*ts arrd
"onveys
to the owners of Parcel E (Grantee), their heirs, successors and assigns, for
ihe benetit ofParcel E, a perpetual non-exclusive view easement over, through and across the
.*terly r**ty.five feet i251 of earcet F above a height of four feet (4') measurcd &om a ddtum
p"i"i.t tft" i"i-secrion of the extension of the boundary line of Parccls !--d F with the
centerline of platted Madison Street, within which view easement nO buildings, sftuctures'
utilities, trees (existing tlees are grandfathered by prior existence), shrubs, landscaping foliage or
other improver"otr oi obstructiJns shall be placed, erected, constructed or maintained- Grantee
shall send a written notice to the Owner of Parcel F at least thirty (30) days in advance requesting
removal, at the expense of the Owner of Parcrl F, of the intrusion i11o the view ehsemcnt. In t}le
event that it is necessary to litigate any issues associated with this view easement, the prevailing
party shall be entitled to recovJr their reasonable attomey's costs, fees and expenses in any such
litigation, includi ng aPPeals'
5. There shall be no heat pumps or exterior mechanical heating cooling or ventilation (fans,
etc.) devices on said parcels and lots.
-.lf
I Iilil llt ffiil llll il ffil llllf5nnil ffi ;",?l;,0;.,"J.tl.r.on Csintr, r*l ellY mtHl'n ltl-ll lf'oo
t.f"
6. There shall be no recreational vehicles, trailers (whether for recreational, utitity, storage or
any similar uses) trailerable recreational devices such as boats, jet skis, persooal watercraft or the
like, kept or parked or stored on or adjacent to said parcels and lots-
7- There shall be no high-intersity exterior lighting units such as mercury napor, halogen, or
other lighting units designed for high levels of area lighting: all exterior lighting uits shall be
hstalled and maintained onty to project low-intensity downward-projecting flood or path
lighting, and shatl not be permitted to intrude on lhe dark privacy of surrounding parcels and tots.
8. All houses installed on thesc parcels and lots shall have garages or cruports $any) which
face and access oqto the driveway easeucnt to be installed in the middle of tbe bloch as
provided beloq and shall not have orientation toward" or driveways to, any ofthe out€r sttcts
aound the Block-
g. There shall be no construction access, nor coolmcrcial access, via the driveway €as€Nnent
provided below; coostruction access and cosrmercial access if any shall be via the public streets
which sturound the block.
10. Use of the cornmon driveway shall be limited to individual parccls and lots which han'e
obtaind a certificate ofoccupancy or Final Inspection Sigpoff, whiclrver is applicable or ocours
first..
I l. Structures permitted to be erested bn said parcels and lots shall riot include modular or
mobile homes, or any variation of recrealional vehicle-
Eesement:
Ressictive Covenants - 3
vernon I. Ganison, as Trustce of the vemon I. Ginison Living Trusg hereby grants and
conveys for the use and benefit of Parcels A, B, C, D, E and F and lot 3 (but not lrt 4), I mujllal
and non-exclusive easement for ingress and egress (expressly nq! for utilities) ten (10) feet in
width, the centerline of which shall be the common boundary of Parcels A B, C' D E, F and Lot
3, extending from the Sourh line ofL,ot 3 and Parcel F !o lh€ North line ofParcels B and C (at the
c"nte.tirre oiplatted, partially vacated, McKinley Street), all in Block l, Mountain View
Addition to tt
"
Clty of Port Townsend, as per plat recordd in Volume I of Plats' page24'
records of Jefferson County, Washington
lmprovements and marntenance for the sole use and benefit of any individual parcel or lot
shatl be atthe expense and bwden of the ovmcds) of those parcels or lots, free of licnor liability
against the owne(s) of lhe other parcels or lots, the owners of which shall be held harmless for
sich costs, unless there is an advance writteo agreement to the contary between owners who
may agree to apportion and share in such expenses among them.
Any damage to tlie easement driveway caused by a lot owner, or their guests, tenants,
I llffi |ilf, $lill llll il filil ffifi
",in,n
lil liJil,].,,J.tl.rron County, Hn nnY nRfrrR lttllt 11.00
representatives or invitees, shall be repaired at the sole cost and expense ofsaid lot owner-
The easemen! and the provisions for repairs and maintenance, shall run wirh and be
appurtfnanl with the land.
The easement and provisions for repairs and maintenance, shall be binding upon the
Owner, his heirs, successors and assigns as shall be ownen at any given point in time.
Ifthc eascment area is ever dedicate4 convcye4 condemncd or opened as a public right
of way, this'easement shatl remain effective upon adjacent to the arca
affected, in the event of fuhre vacation of a public right
sis"a 5-4a{ ,zws.
Garrison, as Trustee of the
Vemon I. Ganison Living Trusl
State of \Yashington )
) ss:
County ofJeffenon )
Signed and affirmed beforc me rhis !-A^l t ,M htt .2005, by Vernon I. Garrisoq who
confirmed on oath that he uas authorized to execute tt€ insttnnent and acknowledged it as thc
Trustee of the Vemon L Garrison Living Trust to be the trec and voluntary act of that cntity for
the uses and purposes mentioned in lhe instrumcnt.
and forthe of
residing at
Commission expires:- 73-O 6
Restrictive Cove.nants - 4
)
n
'(rouro
J^il.28.S
.1otAO2
,/ -\ -\Iti
STRIJCTURAL CALCULATIONS
FOR
HAYES RESIDENCE
Jefferson County, WA
October 29,2047
Job No. 07-198
PREPARED BY
E ""rr*MER
ENGTNEERTNG tNc.
317 Commercial Avenue, Suite 101
Anacortes, Washingto n 98221
(360) 2e3-9006
www.schemmereng.com
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DESIGN ANALYSIS
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ASCE 7 -02 Earthquake Load Calculations Page 1
Description 07-198
Site Classification
"D" : Shear Wave Velocity 600 to 1,200 fUsec
SDS=Syg*2/3 =
$o{=SM1 *2/3 =
ASCE 7-02 Table 9.4.1.2, 2003lBC Table 16.15.1.1
=D
,NobIg-
Occupancv Cateqorv ASCE 7-02 Table 1-1, A8 BC Table 1604.5
"1" : Buildings and other structures that represent a low hazard to human life in the event of failu
Occupancv lmportance Factor = {.00 ASCE 7-02 9.1.4
Seismic Use Group = r ASCE 7-02 Table 9.1.3
Ground Motion ASCE 7-02 9.4.1.1 , 2003 IBC 1615.1
Latitude - 48.026deg North
Lonqitude = 122.860 deq West
Loc?tion : Port Townsend, Jefferson County, WA 98368
Max. Ground Motions,5% Damping, from USGS 1996 maps S g = 1.227 9,0.2 sec response
S 1 = 0.429 g, 1'0 sec response
Site Goefficients Fa & Fv ASCE 7-02 9.4.1.2.4, 2003lBC 1615.1.2
(using straight-line interpolation from table values)
Fa = i.oiFv = i.5T
Maximum Gonsidered Eartquake Acceleration
ASCE 7-02 Equation 9.4.1.2.t1-i & 2, 2003lBC Equations 76-38 & 16-39
Sn,ts =Fa*Ss = 1,238
Srutr =Fv*S{ = 0.674
Desion Spectral Acceleration ASCE T-02 9.4.j.2.5, 2--3 tBC 1615.1.3
0.825
0.449
Seismic Desion Cateqorv D ASCE 7-02 9.4.2.1, 2003lBC 1616.3
( SDS is mosf severe )
Basic Seismic Force Resistinq Svstem ASCE 7-02 Table 9.5.2.2, 2003lBC Tab1e1617.6.2
Bearing WallSystems
Light-framed walls sheathed w/wood structural panels rated for shear resist
NOTE!See ASCE 7-02 for all applicable footnotes.
Building height Limits :
Category "A & B" Limit No Limit
Category "C" Limit: No Limit
Category "D" Limit: Limit = 65
Category "E'Limit: Limit = 65
Category "F'Limit: Limit = 65
Response Modification Goefficient " R r' -
System Overstrength Factor " hfo " =
Deflec'tion Amplification Factor 'Cd' =
6.50
3.00
4.00
ASCE 7 -O2 Earthquake Load Calculations Page 2
" Cu " factor from Table 9.5.5.3.1
Per ASCE 9.5.5.3.'1 the true fundamental Building Period shall not exceed
Building Period " Ta " Calculated from Approximate Method selected
" Cs " Response Coefficient
So.: Short Period Design Spectral Response per9.4.1.2 =
" R " : Response Modification Factor from 9.5.2.2 =
" I " : Occupancy lmportance Factor from 9.1.4 =
From Eq. 9.5.5.2.1-1 : Preliminary Cs =
From Eq. 9.5-5.2.1-2 Cs need not exceed =
From Eq. 9.5.5.2.1-3 & 4 Cs shall not be less than =
9.5.5.2.1 : Seismic Response Coefficient =
Seismic Base Shear
Cs = 0.1270 from 9.5.5.2.1
Reliability Factor " p " =1.000
= 1.40
= 0.000 sec
= 0.000 sec
ASCE 7-A2 9.5.5.2.1
0.825
6.50
1.00
0.13
0.00
0.04
0.13
ASCE 7-02 9.5.5.2
Description 07-198
Average Floor Area per Level =
User defined Shear Carrying o/o Ratio =
Vertical Distribution of Seismic Forces
" k " : hx exponent based on Ta = 1.00
Table of building Weights by Floor Level...
W ( see Sum Wi below ) =
Seismic Base Shear V = Cs * \/lI =
ota
0.000
Equivalent Lateral Force Procedure ASCE 7_02 9.5.2.5, ZOO3IBC 1617.4
The "Equivalent Lateral Force Procedure" is beinq used accordinq to the provisions of ASCET-O2 9.5.5
Determine Buildinq Period
0.00 k
0.00 k
ASCE 7-02 9.5.5.4
Level # Wi : Weight Hl : Height Wi * Hi^k Cra< Fx=Cvx* V Sum Story Shear Sum StoryMoment
Dianhraom Forces : Seicmie on Cateoorv It D rr- rr E rr & , F rl
Sum Wi= 0.00 k
Sum (Wi * Hi^k; =
Total BaseShear= 0.00 k
0.0 k-ft Base Moment =0.0 k-ft
ASCE 7-02 9.5.2.6.4.4
Level #Wi Fi Sum Fi Sum Wi Fpx
wpx. .
Fi....
Sum Fi
MIN Req'd Force @ Level .
MAX Req'd Force @ Level .
Fpx : Design Force @ Level
Weight at level of diaphragm and other structure elements attached to it.
Design Lateral Force applied at the level.
Sum of "Lat. Force" of current level plus all levels above
0.20*Spg*l"Wpx
0.40*Spg*l*Wpx
Wpx * SUM(x->n) Fi / SUM(x->n)wi, x = Curent level, n = Top Level
I
ASCE 7-O2 Earthquake Load Calculations Page 3
Description 07-198
Combination of Load Effects ASCE 7-02 9.5.2.7, 2003
'BC
1617.1.1
H&VLoadEffect E
Load Description
D
Dead Load
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
Qe
Seismic Load
0.000
0.000
0.000
0.000
0.000' 0.000
0.000
0.000
E=prQe +0.20*SDS*D =
E=p*Qe +0.20*SDS*D =g=p'Qe +0.2O'SU$"D =
5=p*Qe +0.20*SDS*D =
E=p*Qe +0.20*SDS*D =
6=p*Qe +0.20*SDS*D =g=p'Qe +0.20*SDS*D =g=p*Qe +0.2O' SDS*D =
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
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SHEARWALL SCHEDULE
Bd coMMoN (sHnw otn. _ 0.131"), 1od coMMoN (sHnur oln. : 0.148")
NOTESNAILINGMARKSHEATHING
1,2,6,9NL EDGES
8d @ 12" O.C. FIELD
@6 o.c.7 /16,, CD_X ONE FACE
O,N STRUCT II OSB
2,3,6,9O.C. PNL EDGES
8d @ 12" O.C. FIELD
8d@47/1
OR
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STRUCT II OSB
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,,@
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7/
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STRUCT II OSB
2,3,4,8,9O.C. PNL EDGES
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8d@3
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OR
6" CD-X TWO FACES
STRUCT II OSB
2,3,4,8,97/1
OR
6" CD_X TWO FACES
STRUCT II OSB
8d @ 2" O.C. PNL EDGES
8d @ 12" o.C. FIELD
EXISTING OKAY
2,3,4,8,932,, CDX ONE FACE
STRUCT II OSB
15 lod @ 2,, O.C. PNL EDGES
1 12" O.C.
2,65d cooLER @ 4
PANEL EDGES AND FIELD
o.c.1 /2" GWB TWO FACES
5d cooLER @ o.c.
UNBLOCKEDAT SUPPORTS,
1/2" cWB TWO FACES
RECIEVING EDGE NAILING.
4. PROVIDE 3x SILL PLATE.
5. OFFSET PANEL EDGES.
6. PROVIDE u'O A.B. @ 48"O.C.
7. PROVIDI
'6"0
A.B. @ 24"O.C.
8. PROVIDE %"0 A.B. @ 12"O.C. W/ 1/4"x3"x3" PL WASHERS.
g. SruDS SHALL BE SPACED NOT MORE THAN 16'' O.C.
2, BLOCK ALL PANEL EDGES.
3. PROMDE NOMINAL 3x FRAM ING AT ABUTING PANEL EDGES
u.N.o.
SHEARWALL NOTES
1. ALL EXTERIOR WALLS TO BE T\?E
w/ 1/4"x3"x3" PL WASHERS.
w/ 1/4"x3"x3' PL WASHERS.
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SCHEiIMER ENGINEERING INC.
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SCHEIIMER ENGINEERING INC.
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SCHEMMER ENGINEERING INC.
DESGN ANALYSISffiT^*lsnrrr s
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ri
General Timber Beam Page 1
Description 81
General lnformation Code Ret 1S97l2Jl01 NDS, 2000/2003 lBC, 2003 NFPA 5000. Base allowables are user defined
Section Name
BeamWidth
Beam Depth
MemberType
Load Dur. Factor
Beam End Fixity
5-125x78 Center Span
Left Gantilever
Right Cantilever
Douglas Fit,24F -V4
Fb Base Allontr
Fv Allovt/
Fc Allow
E
2,4tn.0psi
240.0psi
650.0psi
't,800.0ksi
2tt.w ft
ft
ft
.Lrl
.Lu
.Lu
2.00 ft
0.00 ft
0.00 fr
5.125 in
18.000in
Glulam
1.150
Pin-Pin
Loads
#1 DL
DL
#2DL
DL
#3 DL
DL
@ Left
@ Right
@ Left
@ Risht
@ Left
@ Right
150.00 #/ft
150.00 #/ft
45.00 #/ft
45.00 #/ft
150.00 #/ft
150.00 #/ft
LL @ Left
LL @ Right
LL@ Left
LL @ Risht
LL @ Left
LL @ Right
Start Loc
End Loc
Start Loc
End Loc
Start Loc
End Loc
0.000 ft
5.500 ft
5.500 ft
25.500 ft
25.500 ft
28.000 ft
4.465 in
13.26 fi
723.O7
250.00 #1ft
250.W #|ft
75.00 #tft
75.W #tft
250.00 #/ft
250.00 #/fr
Deflection
.-.Length/Defl
Right Gantilever...
Deflection
...Lengtt/Defl
Genter Span...
Deflection {.1...Location 13.7/6 ft...LengtVDefl 192e.2
Gamber ( using 1.5 * D.L. Dei ) ,..
@ Center 0.261 in
@ Left 0.000 in
@ Right 0.000 in
0.000 in
o.0
0-000 in
0.0
0.000 in
o.0
O.d)O in
o.0
Span= 28.00ft, Beam Width = 5.125in x Depth = 18.in, Ends are Pin-Pin
Max Stress Ratio o.243 1l
Maximum Moment 14.4k-ftAllowable 5e.1 k-fr
Max. PositMe Moment 14.38k-ft at 12.992ft
MaK N€ative Moment {.00k-ft at 28.@0 fr
Beam Design OK
0.00
0.00
59.14
fr,
Fv
@
@
k-fr
k-ft
Camber
Maximum Shear* 1.5
Reactions...
Left DL
Right DL
1.16 k
0.94 k
40.94 psi
276.00 psi
Max @ Lefr Support
Max @ Right Support
Max. M allow
nr 6?3.31 psi
Fb 2,564.14 psi
3.'lo k
2.50 k
3.8 k
25.5 k
3.10 k
2.50 k
0.000 in
O:261 in
0.000 in
Left
Right
@ Left
@ Center
@ Right
Max
Max
Allowable
Shear:
Deflections
Stress Galcs
Bending AnalysisCk 2o..711 LeCv 0.933 Rb
Area t2.2fi in2
Allowable fb
2,564.14 psi
2,575.17 psi
2,575.17 psi
@ Genter
@ Left Support
@ Right Support
ShearAnalysis
Design Shear
Area Required
Fv: Allonable
Eearing @ Supports
Max. Left Reaction
Mar. Right Reaction
4.118 ft
5.821
Max Moment
14.38 k-ft
0.00 k-ft
0.00 k-ft
@ Left Support
3.78 k
13.683 in2
276.00 psi
Sp< 276.750in3ct 0.996
SnREd
67.2,1in3
0.00 in3
O.fi) in3
@ Rlght Support
2:88 k
10.42.1n2
276.0O psi
3.10
2.fi
k
k
Bearing Length Reqd
Bearing Lengh Req'd
0.931 in
0.750 in
/ '') -J
General Timber Beam Page 2
Description Bl
Values
M, V, & D @Specified Locations
@ Center Span Location =
@ Right Cant. Location =
@ Left Cant. Location =
o.00 ft
o.@ ft
0.00 ft
Mornent
0.00k-ft
o.(xlk-ft
0.ook-ft
Shear
3.10 k
0.@ k
0.00 k
Ilef,ec{ion
0.00@ in
0.0000 in
0.ffn0 in
Reu 580mo Timber Beam & Joist Page 1
Description 07-198
Timber Member lnformation Code Ref: 199712W1 NDS, 2000/2m3 lBC, 2003 NFPA 5000. Base allouables are user defined
Timber Section
BeamWidth
Beam Depth
Le: Unbraced Length
Tlmber Grade
Fb - Basic Allonr
Fv - BasicAllortr
Elastic Modulus
Load Duration Factor
MemberTlpe
Repetitive Status
Span
Dead Load
Live Load
Point#1 DL
LL
@x
Mmax @ Center
@X=
fb: Actual
Fb: Allowable
fv: Ac,tual
Fv: Allowable
Left End
LL
Ma<. DL+LL
@ Right End DL
LL
Max. DL+LL
GenterDL Defl
UDefl Ratio
Center LL Defl
UDefl Ratio
GenterTohl Defl
Location
UDefl Ratio
in
in
ft
82
3.125rt2
3.125
12.000
2.@
)ouglas Fir, 24F -
v4
2/nr0.O
24o..0
1,800.0
1.150
GluLam
No
12.&
60.00
100.00
6.2s
500.0
2,735.6
B€ndlng OK
33.6
276.O
ShcarOK
375.00
625.00
1,000.00
375.00
625.00
't,000.00
-0.041
3,686.5
{.068
2,211.9
$.109
6.250
1,382.4
5125rt2
5.12s
12.000
2.OO
Douglas Fr, 24F -
v4
2;4OO.O
24o.O
t,800.0
1.150
GluLam
No
85
20_50
94.00
156.00
t,599.00
2,562.50
963.50
1,599.00
2,562.50
4.281
874.9
s.67
527.2
{.748
10.250
329.0
Pafters
2'12
1.500
11.250
1.00
83 94
4112 3.125x12 3.125xj'2
3.500 3.125 3.12511.250 12.W 12.0002.00 2.oo 2.w
DouglasFir- DouglasFir,24F- DouglasFlr,24F-tarch(North), V4 v4
87,88
&a12
4.500
11.2ffi
2.O0
psi
psi
ksi
8s0.0
180.0
1,600.0
1.150
Sawn
.No
6.00
45.00
75.00
6.48
3.00
87.8
1,O71.3
Bcnding OK
9.4
207_O
ShG8rOK
135.00
225.OO
360.00
135.00
2s.@
360.00
{.002
36,459.3
-0.003
21,875.6
-0.005. 3.000
13,672.2
60.84
2.O2
a1l.2
2,735.6
B€ndin9 OK
101-6
276-O
ShcarOK
't,800.0
1.150
GluLam
No
12.00
30,@
50.00
w-00
1,599.00
2,tno
1,632.50
2,615.83
340.67
566.50
w7.17
1,800.0
1.150
GluLam
No
12.W
3().00
50.00
964.00
1,599.00
2.000
60.84
2.m
811.2
2,7s5.6
SGnding OK
101.6
n6.o
ShcaroK
1,632.50
2,615.83
34o.67
566.50
907.17
tr57.59
10.25
1,21t1-2
2,751.7
Bending OK
56.5
276.O
ShcrrOK
850.0
180.0
1,600,0
't.150
Sawn
No
-0.005
14,319.5
.().009
8,591.7
4.015
3.406
5,369.8
23003 2,ffi.02&.O 24{J.O
Douglas Flr - Douglas Fr -
Larch (North), tarch (Nor$),
850.0
180.0
1,600.0
1.150
Sawn
Repetitive
6.50
30.00
50.00
375.00
14.00
30.00
50.00
23.23
4.00
24.7
1,072.9
Eendlng OK
23.7
n7.o
ShcaroK
23.52
7.OO
743.3
1,110.6
BGnding OK
43,.4
24113
402.88
64/..62
3m.n
*7.12
87s.38
-210.00
350.00
560.00
210.00
350.@
560.00
625.00
4.mo
n7.o
ShGarOK
pst
psi
lbs
lbs
lbs
lbs
lbs
lbs
in
ln
in
{.053
2s94,9
$.089
1,62'2
8.142
5.424
1,012.6
-0.053
2,694.9
{.089
1,62..2
4.',t42
5.424
1;012.6
{.091
1,845.0
{.152
I,107.0
{),2113
7.000
691.9
Center Data
Results Ratio = 0.1828 0.0819 0.3680 0.3680 0.4656 o-281 0.6693
Deflections Ratio OK Defleclion OK Deflection OK Deflection OK Deflection OK Deflec'tion OK Deflection OK
Timber Beam & Joist Page 1
Description
Timber Member lnformation Code Ref: 19€7l2fo1 NDS, 2000/2003 lBC, 2003 NFPA 5000. Base allorlrrables are user defined
810B9
.875
Blt,B12
LVU3.5S)d1.875
3.500
11.875
1.33
Louisiana Pacific,
Ganglam Z.0E W
2,950.0
290.0
2,m0.0
1.000
lulanuflPine
No
813
LVL:3.500X1 1.875
3.500
11.875
1.33
Louisiana Pacific,
Gangl-am 2.0EW
2,950.0
2q).0
2,000.0
1.000
Manuf/Pine
No
BL4
LVL:3.50Od1.875
3.500
11.875
1.3:'
Louisiana Pacific,
Gangtam 2.0E W
2,950.0
290.0
2,000.0
1.000
Manuf/Pine
No
815 816
Timber Section
BeamWidth
Beam Depth
Le: Unbraced Length
Tlmber Grade
Fb - Basic Allow
Fv - Basic Allow
Elastic Modulus
Load Duration Factor
MemberType
Repetitive Status
Span
Dead Load
Live Load
Point#1 DL
LL
@x
Point#2 DL
LL
@x
Mmax @ Center
@x=
fb: Actual
Fb: Allouable
fu: Actual
Fv: Allowable
@ LeftEnd DL
LL
Ma( DL+LL
@ Right End DL
LL
Max. DL+LL
Center DL Defl
UDef Ratio
Center LL Defl
L/Defl Ratio
CenterTotal Defl
Location
L/Defl Ratio
3.5(X)
11.875
1.33
Pacific,
2.0EW
2,950.0
290.0
2,000.0
1.m0
Manuf/Pine
No
LVL:3.50Od1.875
3.500
11.875
1.33
Louisiana Pacific,
Ganglam 2.0EW
2,950.0
290.0
2,000.0
1.000
Manuf/Pine
No
LVL:3.50od1.875
3.500
11.875
1.33
Lbuidana Pacific,
GangLam ZoE W
2,950.0
290.0
2,m0.0
1.000
Manuf/Pine
No
LVL:3.50Od1.875
3.500
11.875
1.33
Louisiana Pacific,
Ganghm 2.08W
2,950.0
290.0
a00o.o
1.000
Manuf/Pine
No
200
ut.oo
380.00
4.32
3.50
538.8
2,937.8
Bending OK
tt.8
290.0
..sh€rr.OK
78t).50
1,330.00
2,110.50
780.50
1,330.00
2,110.50
-0.012
6,811.3
-0'o21
3,997.1
{).033
3_500
2,518.9
13.50
200.00
320.00
880.00
eto.00
3.000
880.00
ano.00
13.000
7.50
30.00
80.00
135.00
25.OO
4.000
8.00
60.00
160.00
185.00
420.ffi
6.000
29.00
4.67
352.6
2,937.8
Sendlng OK
40.5
2go.o
--ShcarOK
6.00
226.0O
390.00
1,170.00
1;848.00
678.00
1,'170.00
1,84tt.00
13.00
226.00
390.00
880.00
21
6.97
2i601.6
2,937.8
BGnding OK
152.1
290.0
ShcarOK
1,875.15
2,830.38
4,705.54
1j942.85
2,A79f,1
4:V2..$
4.219
711.3
4.308
506.6
4.527
6.552
295.9
6.00
193.00
25.O0
22.57
3.00
274.4
2837.8
Ba'nding OK
30.4
290.0
ShoarON
640.00
7.m0
lbs
lbs
tbs
lbs
lbs
174.99
6.21
2,127.3
2,9C7.8
Bending OK
'153.1
290.O
. ShcarOK .
2,06'7.04
2,681.48
4,748..52
2,392.96
2,918.52
5,311.48
fi.n
3.99
210-2
2,937.4
Scnding OK
18.O
290.0
'..ShG.rOK
33.26
3.00
. M.4
2,937.8
Bondlng OK
4.8
290.0
She.rOK
in
in
4.212
765.3
4.287
563.6
-0.499
6.&2
324.6
-0.004
21,66.4
.{),009
9,670.6
4.014
3.780
6,628.0
{.007
10,672.5
{.012
6,184.6
{.018
3.000
3,915.6
-0.006
12,497.3
{.007
10,719.9
{.012
3.000
5,V70.3
405.00
580.50
184.50
420.00
604.50
286.25
745.00
1,031.25
378.75
955.00
1,333.75
-0.m8
11,893.3
{.021
4667.9
{.029
4.128
3,352.2
5/9.00
67s.00
1,254.00
5"/9-00
67s.00
,1,254.@
Center Data
Results Ratio = 0.1891 o.7241 0.1397 0.154.5 0.104€)o.o71s o.8856
Deflections Ratio OK Deflectlon OK Deflection OK Deflection OK Deflection OK Deflection OK Deflection OK
)
Timber Beam & Joist Page 1
Description
Timber Member lnformation Code Ref: 1gg7t2@1 NDS, 2000/2003 lBC, 2003 NFPA 5000. Base allourables are userdefined
Timber Section
BeamWidth
Beam Depth
Le: Unbraced Len$h
Tlmber Grade
Fb - Basic Allow
Fv - Basic Allow
Elastic Modulus
Load Duration Factor
MemberType
Repetitive Status
Span
Dead Load
Live Load
Point#1 DL
LL
@x
Mmax@
@
Center
f,=
lb: Actual
Fb: Allo,\rable
BL7
3.500
't1.875
1.33
Pacific,
2.OE W
2,950.0
290.0
2,000.0
1.000
Manuf/Pine
No
LVL:3.50Od1.875
3.500f .a75
1.33
Louisiana Pacific,
Ganglam 2.0E W
2,950.0
290.0
2,000.0
1.000
Manuf/Pine
No
LVI-:1.75Od 1.875
1.750
11.875
1.33
Louisiana Pacific,
Ganglrm 2.0EW
2,950.0
290.0
2,000.0
'1.000
Manuf/Pine
No
LVL:3.50O<| 1 .875
3.500
11.875
1.33
Louisiana Pacific,
Ganglam 2.0E W
2,950.0
290.0
2,000.0
1.m0
Manuf/Pine
No
od0
5.5ff)
9.500
1.33
Douglas Fir -
tarch (Nor$),
850.0
180.0
1,600.0
1.000
Sawn
No
B2Z
10.50
@.00
2&.OO
49.61
5.2s
599.7
849.5
B€nding OK
38.7
180.0
ShearOK
''315:00
1,260.@
1,575.@
31s.00
1,260.00
1,5/5.00
w3
LVL'|.75ox11.875
1.750
11-875
1.33
Louisiana Pacmc,
Ganglam 2.0EW
2,950.0
290.0
2,000.0
1.000
Manuf/Pine
No
13.50
133.00
't 18.00
gange header
4x10
3.500
9250
16.00
Douglas Flr -
Larch (Nor$),
818,819 820 BzL
Actual
;Allowable
10.00
't93.00
2%.ffi
5-00
762.2
2937.8
B€nding OK
@.9
290.0
shGrr OK
1,125.00
2,090.00
965.@
1,r25.00
2,090.00
{.044
2,699.4
-0.052
2,315.s
4.096
5.000
1,246.4
16.00
110.00
80.00
595.00
111.6
6.08
1,355.0
2,937.8
Sending OK
87.1
290.0
ShearOK
1,326.25
1,270.&
2,596.25
1,024.75
850.00
1,878.7s
7.00
170.00
2&.OO
30.13
3.50
732.7
2,8E7.5
Eending OK
74.6
5.50
30.00
80-00
2,553.00
4,000.(D
2.000
104.65
2.00
1,272,2
2,937.8
B.nding oK
157.6
290.0
sh6rrOK
1,70714
2,765.45
4,47259
't,010:86
1,674.55
2,685.41
4.015
4,460.5
4.024
2,7U.5
-0.039
2.5s2
'1,7ffi.7
68.62
6.75
't,668,3
2,887.5
Bendlng OK
104.7
290.0
sh€aroK
16.00
30.00
50.00
,8.00
615.5
1,130.3
Bcnding OK
26.8
207.O
shearoK
850.0
180.0
1,600.0
1.150
Sawn
No
240.00
400.00
640.00
240.00
400.@
6.10.00
-0.'t20
1,603.1
{.200
961.9
{.319
8.000
601.2
ksi
840.00
4.000
tu:
Fv 290.O
ShGrrOK
@ Left DL
LL
Max. DL+LL
@ Right End DL
LL
Max. DL+LL
Center DL Defl
UDefl Ratio
Center LL Defl
UDefl Ratio
CenterTotal Defl
Location
UDefl Ratio
lbs
lbs
lbs
lbs
Ibs
ln
in
in
595.00
840.00
1,4it5.00
s95.00
840.00
1,44t5.00
-0.019
4,467.4
4.A27
3,164.4
{.045
3.500
i,8s2.3
796.50
1,694.25
897.75
796:50
't,694.2s
4-228
841.9
{_209
920.8
4.437
7.680
439.8
{.026
4,828,0
4.104
1,207.O
4.130
5.250
965.6
4-2o,4
7S.1
{.181
897.3
{.384
6.750
421.8
Center Data
o.5-n8o.ffi't2 o.7060 0.54t5o.2572 0.5434ResultsRatio = 0.2595
Reactions
Deflections Ratio OK Deflection OK Deflection OK Deflection OK Deflection OK Deflection OK Deflection OK
29
.
0
3/
a
1f
i
J
3
.
2
t
1
0
.
5
=
II
q o k o u E s b !
ST
-
1\
1
il
r
l
F
(\
,
t3
l
2
l
l
2
5
'l
2 E d t o F
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Flle Name: t'u UALU ProJecr
Deecdption: J01
$pecifier:
D€signan
Job Name:
Addre8s:
City, State, Zip: ,
Customer:
Code reDorte:ESR-1036
Company:
Mioc:
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Kt,2-1t7'
l.L 433 lbg
OL 163 lb€
LoadSufimary
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de
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BC CALC@ 9.5 Deslgn Report - UE
Bulld 91
Job Name:
Address:
City, State, Zp: ,
Cuslomec
Single 11:f18" BCI@ 5000'1.7 DF
1 span I No cantilevers | 0/'12 slope
16"'OCS I w6n-Rbpetitive lGlued & nailed conslruction
rh ursday, Novem ber .d iHt\ll;l
Ps, zzFile Name: BC CALC Project
Descri$ion: J01
Specilier:
Designer:
Company:
Misc:ESR-1336code reporb:
go,2-117
LL 4331b6
DL ltxt lbe
91,2-1tt
LL4BhS
DL 163 lbs
Total Hotlzontal .1643{0
Live llead $lind Rool Li'ae
Load $ummary
1
meete
Oeslgn meets User epeclfied (U480)
Design meets arbitrary (1")
value based
Loael
%Nlwt %Alour
1 40
controls summary veluc % AE waElG o.qrt3ion catc span Locrtlon1 1 'lnlemal
EndReaction 5gr rbo 48,9o/o 100% 1 1'Rlght
Tctal Load Defl. U536 (0.358') 89.67o 1 1
Uve Load Defl, u736 i0.26')' 65,2To 1 I
Mar Detl. 0,358' 35.8% 1 1
Span I Deptn 16.1 nla 0 1
Disclosure
Complet6n€s and accuracy of input must
b€ vsrltied by anyone wfio vrouH t€ly on
outpda* addence of gufaHkity l0r p€tticuhr
appllcation. O(ltp{lt h€rc bdsed on bullding
code-*6cFted dosiryt ProPedhi fid
tnalyrls methods. lnstallation of BOISE
engincered wmd Producf8 must be in
aciordance with curent lnstallation Gulde
ard appllcaUe buildng codes. To obEln
lnststlation Guide ora6k qu9s{on$, Please
call (866)23'#0056 before instdlathn.
8C CALCO, BC FRAMER@, AJS*,
ALIJOIST@. BC RIM BOARDIfl, ECIO,
BOISE GLULAM'I" $IMPLE FRAMING
SYSTEII,IO, VERSA-LAMO. VERSA.RIM
PLUS6, VERSA.Rlttl@,
VER$A.STRAND@, VERSA.9TUDO d€
trademarks ol BoE€ Wood Ftoducir' L'L'C'
EcarJng Stpponf Diq. lt r wJ =lq.lrc supryrt MembGr +!dsi'l ,= :nla UnsPecified
ef WdUPlate 2'11?''x2" 596 lbs n/a nla Unspecifled
Live load defhclion crlteria.
Composits El
Maximurn load deflection criteria.
on23132' thick shealhing glued and nailed to Joist,
Page 1 of 1
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Parcel Details Page 2 of2
http://www.cojefferson.wa.us/assessors/parcel/parceldetail.asp?PARCEL NO:989700906 1112612001
7197 Water Waste Water Stom Water 1 inch equa.t 721 .363686 feer 'Ihs nrap is pmyidcJ lrtr in ",1\ is," "widt dl ltrll$,"basis. 'jhr Ciry ofli'on lbwoser<! and i* emplo,rtes do nor urr.ctir ar"_ say thc tcuilcy of the i:rirnnroorr :c nxr:cr i,r Ihis *,.4' Frel'l tnti':arirn oi drc actu*cr ofatl m4 trf,ro:rricn rs drc srlr *rponsrillrc orrfu uicr. t)scr rtlcarrr tir (irry rt Pod Toensrn.l r:rd i6 !!;!ploKcs tn]{n any iixbi:ity [iscd on oscy'r *! t{nt1p rntipurioo.3
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7 - D4{/eCity of Port Townsend
Development Services Department
BUTLDING NUMBER APPLTCATION
Nameof PropertyOwner: 5av\$ i XLtCt AXV?S
Mailing Address:{qo (,xtLrvAY .^Ye '* 1ZZ
Telephone:409 b3q -7a49
Propertv is located in:
eddition: Hd r-l N{A r tt Block(s)
UAVtb6tJ
I-ot(s)N )
FaceslAccess is from:
Parcel Number
Street
Directions to the Propertv (draw vicinitv map on back)
LOC L' t<oY?
tf this is a new ADU, has a building permit treen applied for? _Yes _No Date:_
Notes:qT
€
HOUSE NUMBBR ASSTGNED:
5 4-n
/
E.rt- 13 -D^l
Date of Approval:-ft-
CITY OI PORT TOW
DSD
For address changes: tr Qwest Address Managernent Center - 206-5A4-|534
Date:
Copyto:
For Deparftnent Use Onlv:
Application Fee Received ($3.00, TC 2200)
il Post Office
tr GTS
il Assessor's Office
D Finance
tr Sheriff
B Public Works
B Fire Dept
D Police
n DSD database
Warcr Wastc Watcr Sfoln Watcr 1 irch equrls 66.666667 feet This mp is provided on u "* is," "wirh alllauls."bNis. The Cg ol Pof Tomscnd md ia emploltes do not wmt in myrnythe accuracyol tle intnnn.rion connjneo in this m.q'. Ficld 'eriticrtion ol rhc accuncyol rll mrp inlorrmtion is thc sole resporoibilig ol the user User relerocs dre Ciq ol Pon Tosruend md irs employcs irom uyliability bsed on useis ue oi nrap iniomtion.
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Receipt Nunber
BLD07-230 S741OO1O2 Plan Review Fee
1716
Total
$1,130.06 $150.00
Totat: T15o^oo
$980.06
CHECK $ r50.00
$150.00
genprn$receipts Fage 1 of 1
'f
Receipt Nunber:
BLD07-230 974100102 Plan Review Fee $1,130.06 $tg._0_9
Total: $150.00
$980.06
i CHECK 1716 $ 150.00
Total $r50.00
genprntrreceipts Fage 1 of 1
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