HomeMy WebLinkAboutBLD07-054l))
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 57TH STREET
Project Description
New single-family residence with garage
Permit #
Project Name
Parcel #
BLD07-054
NEW SFR
936901304
Fee Information Project Details
Dwellings - Type V Wood Frame
Private Garages - Wood FrameProject Valuation
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
Pennit
$203.941.94
1,516.15
100.00
1,922 SQFT
840 SQFT
150.00
1,024.50
150.00
4.50
31.52
10.00
Total Fees s3,046.67
Conditions
10. Property comer 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.
CalI 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 ofthis permit shall not be construed as approval to violate any provisions ofthe
that the information provided as a part of the application for this permit is true and accurate to
PTMC or other laws or regulatiorrs. I certifu
the best of my knowledge. I further certify
that I am the
Date lssued
lssued By:
06/t81200'l
PWESTERFIELD
Print Name
of the owner
))
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 57TH STREET
Project Description
New single-family residence with garage
Permit #
Proiect Name
Parcel #
BLDO7-054
NEW SFR
936901304
Names Associsted with this Project
Type Name
Applicant Nicholson Dwight
Owner Nicholson Dwight & Joan
Contact Phone #
License
Type License # Exp Date
(801) 583-60s4
*** SEE ATTACHED CONDITIONS ***
Call 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certiff
that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify
that I am the owner of the property or authorized agent of the owner.
Date Issued
Issued By:
06/1812007
PWESTERFIELD
Print Name
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PERMTT# BLo D7 - e\4
SCOPE OF WORK:
CITY OF PORT TOWNSEND
PERMIT ACTIVITY LOG
DATE RECEIVED
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DATE ACTION INITIALS
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DATE OF INSPECTION:
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU
WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY
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SITE ADDRESS:h91 fZ
CONTACT PERSON:PHONE:
TYPE OF INSPECTION:
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tr APPROVED tr APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
N NOTAPPROVED
Call for re-inspection before
proceeding.
Inspector Date Z /z o
DateAcknowledgement
Approved plans and permit card must be on-site and available ctt time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
t
Permit # (3UD -CI 5"q
Inspection Report
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CITY OF PORT TOWNSENI)
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.
I PERMIT NUMBER:o)-OSqDATE OF INSPECTION:
SITE ADDRESS:6 fa1 {zv
PROJECT NAME:CONTRACTOR:
CONTACT PERSON:PHONE
TYPE OF INSPECTION:Fv-^-^^^-\.^=q
-\
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! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
! NOTAPPROVED
Call for re-inspection before
at next inspection
Inspector Date o
Approved plans and permit card must be on-site ond qvailable at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
4n
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 2,5 - A 7 pERMrr NUMBER: B12d /- O s'/
SITE ADDRESS:6 I 7
PROJECT NAME: AI i CAOL ON CONTRACTOR:Dtu 5
CONTACT PERSON:PHONE: q o-
TYPE OF INSPECTION:ba oAl
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! APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections
checked at next inspection
! NOTAPPROVED
be Call for re-inspection before
Inspector Date
Approved plans and permit card must be on-site and avoilable at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
)
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294by 3:00 PM the day before you want
the inspection. For Monday inspectionso call by 3:00 PM Friday.
PERMIT NUMBER:LDATE OF'INSPECTION:
SITE ADDRESS:
PROJECTNAME: Nrhh rl13 CONTRACTOR:
CONTACT PERSON:\ JAE PHONE:
TYPE OF INSPECTION:
/
N APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed.
checked at next inspection
Inspector Date
Approved plans and permit card must be on-site ctnd available at time of inspection. A re-inspectionfee may
N NOTAPPROVED
be Call for re-inspection before
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.
Q-r PERMTTNUMBER: gLD Oa- d54DATE OF'INSPECTION:
SITE ADDRESS:
PROJECT NAME:
CONTACT PERSON:
CONTRACTOR:V
PHONE:5
TYPB OF INSPECTION:
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! APPROVED
Inspector R, ,t tsryt -ocf3>
tr APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
Date
Approved plans and permit card must be on-site and available at time of
be assessed if work is not ready.for inspection.
A re-inspectionfee may
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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 INSPBCTION:q-u-o7 PERMIT NUMBER:
SITE ADDRESS:
PROJECT NAME:CONTRACTOR:
CONTACT PERSON:ONE:7fr,1'.{1a5
TYPE OF INSPECTION l)n.i PrS'lr^, d1l I )rn brnq0--
lctL /3 IJ
N APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
p
Inspector Date C,
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.
PERMIT NUMBER:Rxool- 6s+DATE OF INSPECTION:
SITE ADDRESS:
PROJECT NAME:
CONTACT PERSON:
CONTRACTOR:
PHONE:
TYPE OF'ON:LL
F41
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 2
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 360-385-2294by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM F'riday.
PERMIT NUMBER: .A M A'7 .a54DATE OF INSPECTION:
SITE ADDRESS:
PROJECT NAME:
CONTACT PERSON:
CONTRACTOR:
lTae ts
TYPE OF'INSPECTION:
k)
0
! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections
checked at next inspection
will
! APPROVED
Inspector
! NOTAPPROVED
Call for re-inspection before
proceeding.
Date glzqInt
//'
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.
6Lb o> - l3j
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Hi Francesca,
I have finished transferring Leonard's red lines to this new plan set for a new home and detached
garage that'now meets setbacks and lot coverage requirements. Your approval has not been
received. Also, will there be perc testing/storm trench that we should put on the building permit
inspection card?
The application file is on the back shelf under HOLD.
Thanks, Jan
Jan Hopfenbeck CPE, CBI
Plans Examiner/Permit Coordinator
City of Port Townsend
Develop m ent Se rvice s De p artme nt
250 Madison Street Surte 3
PorI Townsend, WA 98368
Phone: (360) 379-5086
Fax: (360) 344-4619
i h o pf e n b e c k@ c ityof p t. u s
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CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTI
City Hall,250 Madison Street, Suite 3
Port Townsend, WA 98368
Phone: 360-379-5095 Fax360-344-4619
RESIDENTIAL BUILDING PERMIT APPLICATION
NEW CONSTRUCTION, REMODELS' & ADDTTIONS
{T
Property Owner's Name(s) Dwight and Joan Nicholson
Mailing Address 906 South 1200 East
City, State, Zip Salt Lake City, Utah 84105
Phone (801) s83-60s4 (h) (801) 363-4667 (w)Permit No.Brrtct- D 5+
Property Street Address ' . APFI 23 \Jiil691 f)nd" S#iee* r\tLrLv\r'i
I
ZoningDistrict R-1 Parcel # 936901304
Legal Description: Addition California Subdivision Block #13 Lot(s) #3 
General Contractor's Name Dwight D. Nicholson, Owner
Mailing Address 906 South 1200 East, Salt Lake City, Utah 84105
Phone 801-583-6054 (h) 801-363-4667 (w)Cell Phone
State License Number City Business License Number
Authorized Representative/Contact Person: Dwight Nicholson Phone: 801-363-4667
Estimated Value of construction $ 350,000
Financed By N/A
Date Work is to Begin June 1,2007 Date Work is to be Completed June l, 2008
Scope of Work:
Please check all items that apply for the type of building permit you are requesting:
Floor Area: the proposed structure is to be used for:
R.SEIUSED
' 16- e7
x New House Addition
x New Garage or Carport Repair/Remodel Garage
Repair/Remodel House Accessory Dwelling Unit
Manufactured Home Other (please describe):
Finished Heated Space sq. ft: 1,922 SF /Garage sq. ft: 576 SF 7
Unfinished Heated Space sq ft:L
Unfinished Basement sq ft:Porches sq. ft:
Semi-Finished Basement sq ft:Decks sq. ft:
Storage sq. ft:Other (please describe)
C:\DDNDOCUMENTS\North Beach\Application-Residential Building Permit.doc Page 1 of 4
)\
CITY OF PORT TOWNSEND RESIDENTIAL BUILDING ProTTPTTT APPLICATION
NEW CONSTRUCTION, REMODELS, & ADDITIONS
Property Site Area/Coverage Information:
Impervious Surfaces:
Please provide the square footage ofthe roof area ofthe proposed and existing structures, and the square footage ofthe total area
covered by porches, walkways, patios and driveways. Do not include decks allowing drainage to earth below.
*If total impervious surface is equal to or greater than 40Yo of the lot area, you must submit a
off.
plan to address run-
Please check which plans you are submitting with this application (2 sets needed):
1. The total area ofthe property in square feet: 10,000 SF
2. The total area covered by existing and proposed structures in square
(total ground coverage from the outside of yalls-qpupgglling members)
Rgcru:eD {-ta-oZ
Percentage of lot covera ge: (2-D ( 24.s %. )- RgpUfgf: 4 - t t - 07
Proposed House Roofprint sq ft: 2,340 Existing House Roofprint sq. ft: N/A
Proposed Garage Roofprint : 784 SF u!$l:-o Existing Garage Roofprint sq. ft: N/A
Proposed Porch/Walkway sq. ft:Existing Porch/Walkway sq. ft: N/A
Proposed Driveways sq. ft: 52 SF (conc. rest gravel)Existing Driveways sq. ft: N/A
Other (describe)REt^9tsl)Other (describe): N/A
Total Proposed Impervious sq 3,2l2SF Total Existing Impervious sq. ft: N/A
Total Proposed + Existing sq. ft:
---|'32.7 %
Percentage Impervious: *
4-lto- olsurface -: lot
Yes Site Plan Yes Interior & Exterior Wall Bracing (panel locations shown
on floor plan)
No Drainage Plan (if 40Yo or more impervious)Yes Typical Wall Framing Details (section from foundation
through roof)
Yes Foundation Plan Yes Elevations
Yes Floor Plan Yes 2003 WSEC* Compliance: Prescriptive X Component_
No Floor Framing Plan Yes WSEC Construction Checklist (Washington State Energy Code)
Yes Roof Framing Plan Other:
Installing Manufactured Home _Yes X No Year:Make:
Was the manufactured home originally constructed within three (3) years of proposed placement? _Yes _No
2) Manufactured home must be placed on a permanent foundation with the space from the bottom of tle 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 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.
C:\DDNDOCUMENTS\North Beach\Application-Residential Building Permit.doc Page 2 ol 4
Please check YES or NO as applicable YES NO
l. Is the property within 200 feet of a fresh or saltwater shoreline?No
2. Is the property within the Port Townsend Historical District?No
3. Is the property located within or adjacent to an environmentally sensitive area?No
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 identifying the utility extensions and
sites. Civil Drawings attached.
Yes
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):
No
Subdivision/Short Plat/Boundary Line Adjustment?
SEPA (environmental review)?
Variance?
Conditional Use Permit?
Street Vacation?
Planned Unit Development?
Restrictive Covenant?
Easement?
6. Are any properties within 800 feet of the site owned or controlled by the applicanl, any relative or
business associate, or any partnership, corporation, or other entity affiliated with the applicant? (If yes,
attach list.) (see Site Plan )
Yes
7 . Have any of the properties listed in item #6 been developed within the last two years? (If yes, attach list.)No
8. Have you previously discussed this project with a City staff member? If yes, who and when?
Francesca Franklin
Yes
\\
)
CITY OF PORT TOWNSEND RESIDENTIAL BUILDING PERMIT APPLICATION
NEW CONSTRUCTION, REMODELS, & ADDITTONS
Special Conditions
Applicant Certification
The applicant hereby certifies to have knowledge of those sections of the Intemational 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 restrictions, and water and sewer
plans attached hereto; the applicant certifies that all information given above and on accompanying plans is complete and accurate to
the best of their knowledge; and the applicant understands that this information will be relied upon in granting permits and that if
such information is later found to be inaccurate any permits may be withdrawn.
C:\DDNDOCUMENTS\North Beach\Application-Residential Building Permit.doc Page 3 of 4
)')
CITY OF PORT TOWNSEND RESIDENTIAL BUILDING PNN]\,TT APPLICATION
NEW CONSTRUCTION, REMODDLS, & ADDITIONS
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 non-compliance with any restrictive covenants, plat
restrictions, deed restrictions, or other restrictions which may have been established by parties other than the City of Port Townsend.
Complete 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 Rl05.3 of the Intemational 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 RI05.3.1 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
structure.
4-tG-oa
s A or Authorized Representative Date
For Official Use Only
PermitNo.Building Offi cial Approval Date Issued
Balance Due $Date Validation Stamp below:
Owner/Representative S ignature Date
C:\DDNDOCUMENTS\North Beach\Application-Residential Building Permit.doc Page 4 of 4
ReceiptNumber: ffi
BLD07-054
BLD07-054
BLD07-054
BLD07-054
BLD07-0s4
BLD07-054
BLD07-054
BLD07-054
93690't304
936901304
936901304
936901304
936901304
936901304
936901304
936901304
$1,024.50
$31.52
$100-00
$4.50
$150.00
$150.00
$1,576.15
$10.00
Total:
$874.50
$31.s2
$100.00
$4.s0
$150.00
$150.00
$1,576.15
$10.00
$o.oo
$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 Family
State Building Code Council Fee
Plumbing Permit Fee per Dwelling Uni
Mechanical Permit Fee per Dwelling U
Building Permit Fee
Record Retention Fee for Building Per
$2,896.67
-026007
KCHEC
0312812007 Plan Review Fee $150.00 BLD07-054
1007 $ 2,896.67
$2,896.67Total:
genpmtrreceipts Page 1 of 1
,-)
TRANSMITTAL LETTER i I APR 73 2007
DATE: 4l1$l07
ARCHITECT'S PROJECT NO
lri ir
PROJECT NAME: Nicholson Residence - North Beach
TO: Development Services Department - City of Pt. Townsend
ATTENTION: Susan Wassmer
lf enclosures are not as noted, please notify us immediately.
lf checked below, please:
n Acknowledge receipt of enclosures. n Return enclosures to us:
WE TRANSMIT HEREWITH, FOR YOUR:
! Approval f] Review & Comment X Use X Oistribution to Parties n lnformation ! Record
THE FOLLOWING:
COPIES DATE DESCRIPTION
Two 04118107 Revised Construction Documents, based on Permit Review
One 1 04118107 Revised Permit Application
COMMENTS: Susan, I have enclosed two sets of revised construction documents for your review. I have
made the change to comply with zoning. I have also enclosed a revised copy of the Permit Application. I am
still trying to get the revised site utility drawings and will forward them as soon as I can break them free.
Please let me know if there is anything else I can provide or respond to.
Thanks, Dwight Nicholson
BY:Dwight D. Nicholson
COPIES TOELDREDGE & NICHOLSON ARCHITECTS
175 WEST 2OO SOUTH, SUITE 3OO4
SALT LAKE CITY, UT 84101 801.363.4667
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)City of Port Townsend
TABLE 17.16.030
Districts -Dimensional and;rl!,lal zqlllll
DISTRICT \R-I /R-II R-III R-IV
MAXIMTIMHOUSING
DENSITY
(units/bedrooms per
40.000 square foot area)
4 dwellidf units
(10,000 sf of lot area per
unit)
8 dwelling units
(5,000 sfoflot area per
unit)
16 units per 40,000 sf
of lot area
24 units per 40,000 sf
of lot area
MINIMUMAVERAGE
HOUSING DENSITY
(units/bedrooms per
40,000 square foot area)
15 units
MAXIMUM NUMBER
OF DWELLING UNITS
INANY ONE
STRUCTURE
4 (Note: limited
structures with more than
4 dwellings per struchlre
may be permitted through
the PUD process, see
Chapter 17.32
4 (Note: limited
structures with more
than 4 dwellings per
structure may be
permitted through the
PUD process, see
Chapter 17.32
No limit No timit
MINIMUM LOT SIZE 10,000 sf : single- family
detached
5,000 sf : single-family
detached
3,000 sf = single-family
detached; 5,000sf:
single-famity attached
(duples); 7,500 sf=
single-family attached
(fiiplex); and 10,000 sf:
single-family attached
(fourplex) and multi-
familv
MINIMUMLOTWIDTH 50'50'30'excepl 100':
multifamily
MINIMUMFRONT
YARD SETBACKS
v 20'except:
50': bams and
agricultural buildings
l0' except 20 feet for
garages with vehicle
access facing a street
right-of-way and
50':barns and
agricultural buildings
20' except:
l0' w/side 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
zonine district
20' except;
l0' dside or rear parking; no
setback for multifami ly
structures located within 200 feet
of an abutting mixed use zoning
district
MINIMUMREARYARD
SETBACKS /20'except:
50' : barns and
agricultural buildings,
and 100'if abuttingaR-
II, R-lII, or
R-IV zoning district
l0'except:
100' = barns and
agricultural buildings
l0'except:
no setback for
multifamily structures
located within 200 feet of
an abutting mixed use
zoning district
l5'except:
20' if directly abutting an R-I or
R-II district; no setback for
multifamily structures located
within 200 feet of an abutting
mixed use zoning district
MINIMUM SIDE YARD
SETBACKS /
\5' except:
abutting a street r-o-
20 feet for garages
with vehicle access facing
a street right-of-way and
50' barns and agricultural
buildings and 100' if
abutting a R-II, R-III, or
R-IV zonins district
5'except:
10'= abutting a street r-
o-w; 20 feet for garages
with vehicle access
facing a street right-of-
way and 100': bams
and agricultural
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 of an abutting
mixed use zonins district
l5'except:
20' ifdirectly abutting an R-1 or
R-II district; no setback for
multifamily structures located
within 200 feet of an abutting
mixed use zoning district
MAXIMUMBUILDING
t{EIGHT
30'30'35',35'
MAXIMUM LOT
COVERAGE
/ 25o/o 357o except 40% where
an ADU is included on
the lot
45%50%
MAXTMUMFENCE
HEIGHT*
FronF4'; SideS'; Side
abutting a public right-of-
way:4't rear:8'
FronF4'; Side8'; Side
abutting a public right-
of-waY:4'; rear-8'
FronF4'; Side=8'; Side
abutting a public right-of-
way:4'; rearS'
FronF4';Side=8';
Side abutting a public
right-of-way :4' ; rear:8'
P:DSDForms\Building FormsVnJormation-Table 17.16.030 Res Tnning Districts.doc
02/27/07
Parcel Details
Parcel Number: 936901304
Parcel Number: 93690L3A4
Owner Mailing Address:
DWIGHT NICHOLSON
JOAN B NICHOLSON
906 S 1200 E
SALT LAKE CITY UT841051523
Site Address:
687 52ND ST
PORT TOWNSEND 98368
Section:34
Qtr Section: NE1/4
Township: 31N
Range: 1W
*5 rtrBEiffiffiri6&ffi
:ret*ffi
School District: Port Townsend (50)
Fire Dist: Port Townsend (B)
Tax Status: Taxable
Tax Code: 1OO
Planning area: Port Townsend (1)
xf g&#uffiffi
Printer Friendly
Page I of2
Sub Division: CALIFORNIA ADDITION
Assessor's Land Use Code: 910
Property Description:
CALTFORNTA ADDTTTON I BLK 13 LOTS 3 & 4 | | |
Click on photo for larger image.
H No
Photo
Available
No 2nd
Photo
Available
x
;I
.= lism* ,- [*il lnfr :" il*n?s :'S*gre*?il
SEARCH
LAND
No Permit
Data
Available
Assessor
ta Available
l*o
lou 1,,",,
Jax, AlV, Sales. Info & suryeysParcel
lafftren {ounly . i ,:,,,: .:HOME I COUNTY INFO ] DEPARTMENTS I SEARCH
Best viewed with Microsoft Internet Explorer 6.0 or later
{ffi Windows - Mac
http ://www.co jefferson.wa.us/assessors/parcel/parceldetail. asp 411112007
) CITY OF PORT TOWNSEND
I,EVELOPMENT SERVICES DEPARTMEN1
City Hall, 250 Madison Street, Suite 3.
Port Townsend, WA 98368
Phone: 360-379-5095 Fax360-344-4619
RESIDENTIAL BUILDING PERMIT APPLICATION
NEW CONSTRUCTTON, REMODELS, & ADDTTIONS
Property Owner's Name(s) Dwight and Joan Nicholson
Mailing Address 906 South 1200 East
City, State, Zip Saltl-ake City, Utah 84105
Phone (801) s83-60s4 (h) (801) 363-4661 (w)PermitNo. BtDff7 - o54
5t?.#Properfy Street Address
ZoningDistrict R-1 Parcel # 936901304
LegalDescription: Addition CalifomiaSubdivision Block #13 Lot(s) #3 
General Contractor's Name Dwight D. Nicholson, Owner
Mailing Address 906 South 1200 East, Salt Lake City, Utah 84105
Phone 801-583-6054 (h) 801-363-4667 (w)Cell Phone
City Business License NumberState License Number
Authorized Representative/Contact Person: Dwight Nicholson Phone: 801-363-4667
Estimated Value of construction $ 350,000
Financed By N/A )K \ntt
Date Work is to Begin June 1,2007 Date Work is to be Completed June 1, 2008
Scope of Work:
Please check all items that apply for the type of building permit you are requesting:
Floor Area: the proposed structure is to be used for:
dn -\
x New House ,-olI ,.l(/Addition
x New Garage or Carport Repair/Remodel Garage K(: ^ I O7
Repair/Remodel House Accessory Dwelling Unit -t- \ l/) t
Manufactured Home Other (please describe):
Finished Heated Space sq. ft: 1,922 SF Garage sq. ft: 840 SF
Unfinished Heated Space sq ft:Carport sq. ft:
I
Unfinished Basement sq ft:Porches sq. ft:I
Semi-Finished Basement sq ft:tf
!
Decks sq. ft: i
Storage sq. ft:Other (please describe):
lririllt J- U LLJ'J/
C:\DDNDOCUMENTS\North Beach\Application-Residential Building Permit.doc Page 1 of 4
a
t
CITY OF PORT TOWNSEND RESIDENTIAL BUILDING PERMIT APPLICATION
NEW CONSTRUCTTON, REMODELS, & ADDTTIONS
Property Site Area/Coverage Information:
1. The total area ofthe property in square feet: 10,000 SF
2. The total area covered by existing and proposed structures in square feet: 3,720 SF
(total ground coverage from the outside ofwalls or supporting members)
Percentage of lot coverage: (2+1) 372%
Impervious Surfaces:
Please provide the square footage ofthe roof area ofthe proposed and existing structures, and the square footage ofthe total area
covered by porches, walkways, patios and driveways. Do not include decks allowing drainage to earth below.
*If total impervious 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):
Proposed House Roofprint sq. ft: 2,340 SF Existing House Roofprint sq. ft: N/A
Proposed Garage Roofprint sq. ft: 1,106 SF Existing Garage Roofprint sq. ft: N/A
Proposed Porch/Walkway sq. ft: 96 SF Existing Porch/Walkway sq. ft: N/A
Proposed Driveways sq. ft: 52 SF (conc. rest gravel)Existing Driveways sq. ft: N/A
Other (describe): Patio 320 SF Other (describe): N/A
Total Proposed Impervious sq. ft: 3,914 SF Total Existing Impervious sq. ft: N/A
Total Proposed + Existing sq. ft:Percentage Impervious: *
(Impervious surface -i lot sq. ft') 39.14%
Yes Site Plan Yes Interior & Exterior Wall Bracing (panel locations shown
on floor plan)
No Drainage Plan(if 40% or more impervious)Yes Typical Wall Framing Details (section from foundation
through roof)
Yes Foundation Plan Yes Elevations
Yes Floor Plan Yes 2003 WSEC* Compliance: Prescriptive X Component_
No Floor Framing Plan Yes WSEC Construction Checklist (Washington State Energy Code)
Yes Roof Framing Plan Other:
Installing Manufactured Home _Yes X No Year:Make:
Was the manufactured home originally constructed within three (3) years ofproposed placement? _Yes _No
2) Manufactured home must be placed on a permanent foundation with the space from the bottom of the home to the
ground enclosed by either load bearing concrete or decorative concrete or masonry blocks so that no more than one foot ofthe
perimeter foundation is visible above grade; and
3) Roof 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.
C:\DDNDOCUMENTS\North Beach\Application-Residential Building Permit.doc Page 2 ot 4
Please check YES or NO as applicable YES NO
1 Is the property within 200 feet of a fresh or saltwater shoreline?No
2. Is the property within the Port Townsend Historical District?No
No3. 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? If yes, please attach information identifuing the utility extensions and
sites. Civil Drawings attached.
Yes
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):
No
Subdivision/Short Plat/Boundary Line Adiustment?
SEPA (environmental review)?
Variance?
Conditional Use Permit?
Street Vacation?
Planned Unit Development?
Restrictive Covenant?
Easement?
6. Are any properties within 800 feet of the site owned or controlled by the applicant, any relative or
business associate, or any partnership, corporation, or other entity aff,rliated with the applicant? (Ifyes,
attach list.) (see Site Plan )
Yes
7 . Have any of the properties listed in item #6 been developed within the last two years? (If yes, attach list.)No
8. Have you previously discussed this project with a City staff member? If yes, who and when?
Francesca Franklin
Yes
CITY OF'PORT TOWNSEND RESIDENTIAL BUILDING PERMIT APPLICATION
NEW CONSTRUCTION, REMODELS, & ADDITIONS
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 restrictions, and water and sewer
plans attached hereto; the applicant certifies that all information given above and on accompanying plans is complete and accurate to
the best of their knowledge; and the applicant understands that this information will be relied upon in granting permits and that if
such information is later found to be inaccurate any permits may be withdrawn.
C:\DDNDOCUMENTS\North Beach\Application-Residential Building Permit.doc Page 3 of 4
CITY OF PORT TOWNSEND RESIDENTIAL BUILDING PERMIT APPLICATION
NEW CONSTRUCTION, REMODELS, & ADDITIONS
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 non-compliance with any restrictive covenants, plat
restrictions, deed restrictions, or other restrictions which may have been established by parties other than the City of Port Townsend.
Complete 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 Intemational 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 Rl05.3.1 of the Intemational 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
structure.
b
of Applicant or Authorized Representative
For Official Use Only
Permit No.Building Official Approval Date Issued
Balance Due $Date Validation Stamp below:
Owner/Representative Signature Date
C:\DDNDOCUMENTS\North Beach\Application-Residential Building Permit.doc Page 4 of 4
f a
ReceiptNumber: ffi
BLD07-054 936901304 Plan Review Fee $1,024.50 $150.00
Total: $150.00
$874.50
CHEGK 4157 $ 150.00
Total $150.00
genpntrreceipts Fage 1 of 1
-bL>O?
_
5>?o6-
D=A
OVZ
City of Port Townsend
Development Services Department
BUILDING NUMBER APPLICATION
Name of Property Owner: Dwieht And Joan Nicholson
Mailing Address:906 Soufh I?OO Fc
Salt Lake Citv" Utah 84105
Telephone:80 1 -583-6054 ft ) 801 -767-4667 )
Propertv is located in:
Addition:CaliforniaSubdivision Block(s):
Faces/Access is from: Faces 5?nd Sfreef r'nerw\and access from
Street
#13 Lot(s):#3 
Landes
Parcel Number #936901304
Directions to the Pronerfv raw vicinitv man on back)
Take 49th Street in North Beach to Landes Drive north on Landes to 52nd Street (new).
Take left on -52nd Street one half block to new Residence on the south of 52"d Street.
If this is a new ADU, has a building permit been applied for? _Yes _No Date:
Notes:
ta"/r/
HOUSE NUMBER ASSIGNED: 4 5 nd qEET
Date of Approval av 7
For Department Use Onlvz
Application Fee Received ($3.00, TC 2200):
For address changes: tr Qwest Address Management Center - 206-
Offtce',
Liri,Ji ;.... i:;;ril-:i1534
Date
Copy to:
!
I
I
s04+
Number.doc 6/t2t06
I
i.I Pbst
N GIS
! Finance
tr Sheriff
n Public Works
I Fire Dept
! Police (Lyn)
n DSD database n Assessor'srO.ffico: ivilrrl tA
irj
ij
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3
Port Townsend, WA 98368
(3601 379-5095 Fax: (3601 344-4619
Name Dwight D. Nicholson Permit#
This checklist is for new dwellings, additions, remodels and garages. The purpose is to show what you intend
to build, where it will be located on your lot, and how it will be constructed.
In addition to this form, please submit:
o Residential Building Permit Application form
o Sensitive Areas Questionnaire
o 2001Washington State Energy Code forms. Use either prescriptive forms, or component performance
forms with calculations.
o Washington State Energy Code Construction Checklist
oTwosetsof plans. 18" x24" plansheetsizeispreferred. Plansmustbetoscale. r/+": | ft. ispreferred.
o If an architect has signed your plans, one set must have an original signature and wet stamp on each page.
o For structures that require engineering (including pole structures, sumooms, 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 Dwellins Construction also submit:
o Street/Utility Development Permit application, or Minor Improvement Permit application if water and
sewer are already stubbed to the property. For any utility extensions, provide engineered plans.
o Two additional copies of the site plan for Public Works (three sets if a septic system is proposed). Please
also include one reduced 8-Il2' x 11" size site plan.
NOTE: Electrical Permits are required by the State of Washington Department of Labor & Industries (LM).
Contact L&I at (360) 417-2700 for more information.
t ; i.,.,) .) tl I rl\'7i'l,riri a. \,.)
" ',rLll
C:\DDNDOCUMENTS\North Beach\Application-Residential Building Permit Plans Checklist.doc
Rev. l/25106
Page I of4
)
List the page number in the left column for each item that you have included on your plans.
PAGE # SITE / PLOT PLAN
PAGE# FOUNDATION PLAN
C:\DDNDOCUMENTS\North Beach\Application-Residential Building Permit Plans Checklist.doc
Rev. 1/25106
A-t Legal description, parcel number, name, address and telephone number of property owner/applicant,
includins cellular phone if available.
A-1 Property lines and dimensions, including all interior lot lines.
A-2 All building lines and exterior dimensions (including all dwelling and accessory structures)
A-1 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.)
A-1 Driveways, walkways, patios, decks and porches
A-2 On-site parking (Two 9'x 19' spaces required for new residential construction. These spaces may be
provided in a garage.)
A-1 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-ll2 feet above
average grade. Identiff all significant trees to be removed by placing an'ox" on them, and circle
those trees that will remain. Significant trees removed in relation to and necessary for the
construction of buildings, parking and driveways in connection with the issuance of a building
permit are exempt. Exempt activity requires a written exemption issued by the Director of Building
and Community Development.
A-1 Street names, road easements and easements of record.
Civil Existing and proposed utilities, service lines and pipe size.
A-1 Slope of land (grade and direction).
No If there is 40Yo or more impervious surfaces on the lot, submit an impervious drainage system,
indicating square footages on drainage site plan and method of detention.
N/A Waterfront property: indicate bank height, setback between building and top of bank or bluff, all
creeks, drainage corridors, etc. For new exterior construction, include all structures on either side
within 300 feet, and their setbacks.
N/A Existing andlor proposed septic system, if applicable. Please provide an extra set of plans for the
County Health Department.
A-10 Footings, piers, and foundation walls (including interior footing or pier locations)
N/A Post and beam sizes and spans; detail beam/post and post/pier (or footing) positive connection
N/A Beam pockets or method of securing beam ends.
N/A Floor joist size, material grade, layout and spans.
N/A Foundation venting and calculations (1 square foot of vent/l50 square feet of crawl space)
N/A Crawl space access & dimensions.
Plumbing sizes and locations of foundation penetration.
N/A Vapor retarder on crawlspace ground (6 mil black polyethylene).
Page 2 of 4
')
PAGE# FLOORPLAN
PAGE# WALL SECTION
CIDDNDOCUMENTS\NorIh Beach\Application-Residential Building Permit Plans Checklist.doc
A-2 Room use, size and square footage by floor level.
A-2 All room dimensions.
A-lt Braced wall panel locations per UBC Section 2320.11.3 and Table 23-IV-C-I (if multi-story include
length per story per Table 23-IV-C-L).
A-13 Smoke detector locations.
N/A Stairways: width, rise, run, handrails, guardrails, landings, etc
A-2 Window, skylight and door locations and sizes, with egress and safety glazing, if applicable. (Include
brand/model and U factor on energy application.)
A-11
A-12
Rafter and ceiling joist size, material grade,layout and spans. Roof framing plan required if rafters,
optional if trusses.
A-11 Attic access location and dimensions.
A-13 Plumbing fixtures.
A-14 Hot water tanks, furnaces, fireplaces, solid fuel appliances and combustion air ducts
A-13 Location of whole house ventilation fan, controls and timer
A-13 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. Reference Mech.
A-13 Type and location of all WSEC outside fresh air inlets
A-11 Fire blocking.
N/A l-hr. construction between dwelling & garage on garage side (UBC 5ec.302.4, exception #3)
A-6 Footing size, reinforcement (include vertical rebar) depth below natural and final grade
N/A Foundation wall, height, width and reinforcement (rebar), hold-downs if applicable.
A-6 Anchor bolts, washers (2 x 2 x 3l 16 square, steel) and pressure treated plates
A-6 Thickness of floor slab.
N/A Floor ioist size and spacing, under floor clearance from crawl space grade for ioists and beams
N/A Floor sheathing, type and size
A-6 Wall stud size, grade and spacing.
A-11 Framing to be used: standard, intermediate or advanced.
A-11 Header, size, grade, spans and insulation (if applicable).
A-11 Wall sheathing and siding and material.
A-6 Type & location of weather-resistive barrier (UBC Section 1402)
A-2 Type and location of vapor retarder (WSEC 502.I.6).
A-6 Sheetrock: thickness, type and location.
A-6 Insulation material and R-value in walls above and below grade, floor, ceiling and slab.
A-12 Rafters, ceiling ioists, trusses, with blocking and positive connection of roof system to wall.
A-6 Ceiling height.
A-3 Roof sheathing, roofing material, roof pitch, attic ventilation (provide calculations)
Rev. l/25/06
Page 3 of 4
;,.)
PAGE # EXTERIOR ELEVATIONS
C:\DDNDOCUMENTS\North Beach\Application-Residential Building Permit Plans Checklist.doc
Rev.l/25/06
A-4,5 Exterior views on front, rear and sides; show all windows and doors.
A-2 Decks, steps, handrails, guardrails, landings.
A-4 Heieht of building per UBC Section 209
A-4 Chimneys: show required height above roof per UBC Section3102.3.6.
A-1,2 Final grade.
N/A Retaining walls, if applicable.
Page 4 of 4
.?)")
City of Port Townsend
Development Services Department
ENVIRONMENTALLY SENSITIVE AREAS QUESTIONNAIRE
Permit applications are reviewed by our staff to make a preliminary determination of the presence or
absence of an Environmentally Sensitive 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:
Sensitive Area
Applicant Name: Dwight D. Nicholson
801-583-6054 (H) 80t- 363-4667 (W)
Phone:
Mailing Address: 906 South 1200 East
Salt Lake City, Utah 84105
Property Address (if different): Proposed Nicholson Residence at 52"d Street and Landes - SDPO6-
072,Tax# 936901304, Section 34, Township 31 North Ranse 1 West, W.M.. Jefferson County
Description of Proposal (include site plan):
New residence on Block 13, Lots 3 & 4. Project includes a one story residence, 1,922 SF; and a two-
cat garage,840 SF. Site Plan included.
The proposed new construction creates 3,720 sq. ft. of impervious surface. What best management
practices are proposed?
Is any portion of the property within or near a mapped Environmentally Sensitive Area?
(Maps are available at the Building and Community Development Department)
_YES y' NO
I
standiqg or running water on the surface of the site at any time during the year?
-y'-No If YES, please describe:
2. Is there any
Yes
Has any portion of the site been identified as a wetland?
If YES, please describe:
L4i\i'i ? A ?l0l
J
Ii YES
Is the site characterizedas/
-Forest
y' Meadow Cleared
4
http://www.cityofpt.us/DSD/Forms/BuildingPermitPackeVSensitive Areas Questionnaire.doc
)
5. Is the slope of the property: y' flat
(0% - s%)
_Critical Slope - 40% or greater
_gentle slope
(s%- ts%)
steep slope
(ts% - 40%)
Criticsl Slopc
40 or geater
Steep Slopc
t5 - 40th
Genrtlr 596 - 1596
Flat- O - 596
The applicant hereby certifies that all of the above statements and the information contained in any other
transmittals made herewith are true, and the applicant acknowledges that any action taken by the City of Port
Townsend based in whole or in part on this application may be reversed if it develops that any such 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
other party by following the appeal procedure outlined in Chapter 1.14 of the Port Townsend Municipal
Code. Any appeal must be filed within seven calendar days from the Notice of a final decision.
>40Yo
40%
t5%
0%t
=/tsl D7
Signature of Date I I
F'OR DEPARTMENT USE ONLY:
Reviewed by:
Site visit Required? NO YES Site visit made on:
Exempt per PTMC 19.05.040 (B)? NO YES
Threshold Determination (presence/absence of ESA, type of ESA):
Shorelines Jurisdiction?NO YES
http://www.cityofpt.us/DSDlForms/BuildingPermitPacket/Sensitive Areas Questionnaire.doc
Prescriptive Approach - Simple Form
Forthe Washington State Energy Code (2001 Edition)
Glimate Zone I
Site lnformation Building Department Use Only
Pernit#
Notes:
t
Lot:
Address:C-At rF o'i?-rl.t A €u-G -
City:?f. ToulaStrrtf)
sate: tr)A w n8AUtr
Gontact
Phone:fcnt - 1L ALLl
Phone 2 8ot - 6*A ^ LOqA
T{Hc6-f
PRESCnIPTWE BEQLIREMENTSqT FOn CnOUp R OC[trpAFrCy
CI,IIUA]IEZ)I\MI
text for botnote references
This proiect complies with the follorriring:
{ fne projecf is a single fanily residence or duplex.
{ me project is wood frame OR all of the insulalion is interior or extedor of the framing.{ XU buildng componenb meet the requirements lsted in Tabte Gl, Oplion lll.y' tnepoFc{will nree{ all other provisions of tha WSEC and VIAQ.
The proiect will take advantage of the following exceptions to the prescriptive option:
E OOZ.6 E<ception 1. One door, Srat is24ft3 or bss, that does not meet he standards is allowed.
Localion oitte dool taldng th'is exceplion
O 00a.0 E<ceplion 2. Doors with a ttfador of 0.40 afioured wtthout calculations, Option llf only
Locaflon of the door(s) taking this exceplion
Copyrigt* 20Ol l/t SUCEEP@.066
Cofied.by pennlssion from the Washirryton $ate Unriverslty Cooperalve E{eneirn Energy Ptogram
Prescriptire - €ilnde Fo.m - Climate Zone I
;, ,:\. I
U-Factor
Option
o/o of Floor
Glf?ing
Arearo
V€{ticsl Overheadll
Dool
IJ.
factor
Cei[nd Vaultd
C"iliod
Wall
Above
Crrade
Wall
IhC
Below
Grade
Wall
Ec{
Below
Grade
FIoof
Slab'
Otr
Cr{ade
m Unlimited
GroupR€
Occupancy
Onlv
0.40 0.58 0.2i R-38 R.30 R-21 R-21 R-10 R-30 R-10
v31t2fo2
2001 EDIT|ON
TABLE6.1
PRESCRIPTIVE REQUIREMENTSOJ FOR GROUP
CLTMATEZONEO
ROCCUPANGY
Option
Glazino
Arealof
o/o of Floor
Glazinq U-Factor
Door e.
U-Fador Ceilingl Vaulted
Ceilin93
Wall
Above
Grade
Wall.
inta
Below
Grade
Walle
exl't
Below
Grade
floof
Slaba
on
GradeVerticalOverheadll
T.lE/a 0.35 0.58 0.20 R-38 R-30 'RI5J R-15 R-10 R-30 R-10
Ir.*l5o/o 0.40 0.58 0.20 R-38 R-30 x{r R-21 R-10 R-30 R-r0
m Unlimited
Group R-3
Oocupancy
Onlv
0.40 0.58 4.20 R-38 R-30 R-2t R-21 R-l0 R-30 R-r0
r Reference Case
0- Nominal R-values are for wood fiame assemblies only or assemblies buih in accordance with Section 601 .I .
l. Minimum for each option listed. For o<ample, if a proposed desip has a glazing ratio to the conditioned floor
ata of l3%o, it shall comply with all of the requirements of the 15% glazing option (or higher)- koposed designs whictr cannot
meet the specific requirenents of a listed option above may calculate compliance by Chapters 4 or 5 of this Code.
2. Requirement applies to all ceilings e,bept single rafter or joist vaulted ceitings. 'Advi denotes Advanced Framed Ceiling.
3. Requirement applicable only to single nafter or jois vaulted ceilings.
4. Below grade walls shall be insulated eitrer on the exterior to a minimum level of R-10, or on the interior to ffre same level as
walls above grade. Exterior.insulation installed on below grade walls shall be a water resistant mat€rial, manufac*ured for its
intended use, and installed according to the manufactureds specifications. See Section 602.2.
5. Floors over crawl spaces or eqx)sed to arnbient air conditions.
6. Required slab perimeter insulation shall be a waterresistant material, manufrctured for its intended use, and installed
accoriling to manufacturer's specifications. See Section 602-4.
7. hrt denotes standard frarning 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, ingluding all fire doors, shall be assigned default U-factors from Table l0-6C.
10. Where a maximum glazngareais listed, the total glazngarea (combined vertical ptus overhead) as a percent of gross
conditioned floor arca strall be less than or equat to that value. Overhead glazing with U-factor of U{.,+0 or less is not included
in glazing area limitations.
I I - Overhead gtazlng shall have U-factors determined in accordairce with NFRC 1 fi) or as speoified in Section 502. I .5 .
12. Log and solid timber'walls with a minimum average ttric*ness of 3-5" are exempt from this insulation requiremenL
Efiedive7n1rc2 33
)
WSEC Residential Construction Checklist
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3
Port Townsend, WA 98368
(360) 379-5095 Fax: (360)344-4619
Washington State Energy Code (WSEC)
2001 Residential Construction Checklist
Complete this form in addition to WSEC forms. Please answer the following questions:
TYPE OF PROJECT:
X 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-offs are allowed with the existing buildingfor WSEC compliance, such as
increas ing ceil ing insulation. S ee WSE C component performanc e forms.
NOTE: A house uddition less than 500 sq. ft. does not require whole house ventilstion.
Spot ventilation is still required.
TYPE OF HEATING - Please check all that annlv:
Electric
.i Wall Heater -i Baseboard -iiForced Air Furnace .i Radiant Floor (Boiler) .i Other _
Non-Electric:
Propane: X Radiant Floor/Baseboard (Boiler) X LPG Stove .i LPG Furnace .i Other LPG.i Heat 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: (insulated slab on grade d drainage fill)
lPlywood with exterior glue
i poly plastic (greater than or equal to 4 millimeter thick)
lBacked batts
o Walls:
i poly plastic (greater than or equal to 4 millimeter thick)
X Face-stapled, backed batts
i Low-perm paint
o Ceilings:
lNot required where ventilation space averages greater than or equal to 12 inches above
insulation
X Face-stapled, backed batts
t Poly plastic (greater than or equal to 4 millimeter thick)
1,,,,,,1i
,,. i.) ,,,:t..,,)l
i Low-perm paint
SEE BACK
C:\DDNDOCUMENTS\North Beach\Application-Residential Energy Code Checklist.doc
Page I of2
STATE UALITY 000 Code
Twne of venfilefinn rrced fhrnrrohnrr t the hnrrsa'.i HVAC Integrated Option X Exhaust Option
Whole House Fan for ooExhaust Option":
r In what room is your whole house fan located?Mud Room/Laundrv Hood
o What size is the whole house exhaust fan? X 50.i-75 CFM (1-2 bedroom house)
80.i-120 CFM (3 bedroom house)
100.i-150 CFM (4 bedroom house)
120.i-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 a day, and have a sone rating at 1.5 or less measured at 0.10 inches water gauge.
Spot Ventilation:
Source specific exhaust ventilation is required in each kitchen, bathroom, water closet, laundry
room, indoor swimming pool, spa and other rooms where excess water vapor or cooking odor is
produced. Bathrooms, laundries or similar rooms require fans with a minimum 50 cfm rating at
0.25 inches water gauge; kitchens shall have a fan with a minimum 100 cfm rating at 0.25 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 lz 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 of net free area of opening for each habitable space.
What type of fresh air inlet will be installed? (See figure below)
,-i Window Ports
X Wall Ports
CTDDNDOCUMENTS\North Beach\Application-Residential Energy Code Checklist.doc
Page2 of2
STRUCTU RAL CALCU LATIONS
For
NICHOLSON RESIDENCE
North Beach
Port Townsend, Washington
'i;:;Y=i.fu EricM.Kankainen
CONSULTING ENGINEERS LLC
BtD0? -0 54
Prepared for
ELDREDGE,& NICHOLSON ARCHITECTS
I75 WEST 2OO SOUTH
SALT LAKE CITY, UTAH 84101
By
l,,i',i'i 2 0 ?ii];/
mmcs 3 -(
il,re*fau rJ l?rea,rsg*\a,rq €* oo+Eric M. Kankainen
CONSUUTING ENGINEERS LLC
JOB
SHEET NO.OF
CALCULATED BY
CHECKED BY
-
DATE
DATE
?- 7* at<
.)t 6r .Ll h tc.t t8 tlr G
-s rl*
?,Yt llr I '.J<l*)\,Jl=r r=lr ,fc I I
N'{l*I e'q t/1[.l.-til b{b J\.I l r€,€r -4r
I (I I
i,o D lf 0 It -rG lrc a r rxl FYi .r ^l i [,vl $d t lrr .-. t,
4,^t{lr
^)
l11 &.f
€
C a AhlJ )s ?i t'l /tc '-o-J F),ti: q 1+il,
h ,l
Lr fr b I,
,
d>,'t/
'-S
t
t n+,1 L e $rnl
Ct )
€tr i tr{r'c-
I
xl^tt . fltl t 'r€l r-'u
4t J I lt/-?>4 I t I t.{
r]ecrj* Frcrn tdE$5 *iJSTa- ;ij't)rinthrg scdice f.ij?.>e88-t:?;' lflzs, I!ic. F!1<!tit:,nri!gh. iJH iili4!8 '5r.?.neb:r !:4{i :;ei llr. Li i9iilrl'3i]5
LO'D-BEARING VALUE OF SO|L 0rs0
1,500 2,(XtO 3,mo > 4,000
C,onventlonal liglrt-frame cor strucffon
1-story ^ 12-\tz t2 12
2-story 15 t2 12 12
3-story 23 17 12 12
rHnch brlck vene€r over llgtrt fram6 or 8-inch hollow concrete masonry
1-story 12 L2 t2 t2
2-story 2l 16 T2 t2
3-story 32 24 76 1Z
8.lnch solld orfully grouted masonry
1-story 16 72 1?t2
2-story 29 2L t4 12
3-story 42 32 2t 16
Drtc;*< -z!-Io7
g .rrw TABLE R4O3.1
CONCRETE OR MASONRY FOOTINGS
(inches)a
iiINIMUMwlDTHOF
R403.1..3.1 Foundations with stemwalls. Foundarions
with stemwalls shall be provided with a minimum of one
No. 4 bar at the top of the wall and one No. 4 bar at the bot-
tom of the footing.
FOUNDATIONS
Exceptions:
L. Freestanding accessory structures with
an area of 400 square feet (37 m2) or less
and an eave height of 10 feet (3049 mm)
or less shall not be required to be pro-
tected.
2. Decks not supported by a dwelling need
notbe provided withfootings that extend
below the frost line.
Footings shall not bear on frozen soil unless such frozen
condition is of a permanent character.
For SI: I inch = 25.4 mm, 1 pound per square foot = 0.0429 ftN/mz.
t a. Where minimum footing width is 12 iaches, a single wythe of solid
l. :i,ft1,i.-#uted
lz-inch nominal @ncrete mas6'nry irnits is per-
R403.1.42 Seismic conditions. In Seismic DesignCate- |gories D1 and D2, interior footings supporting bearing or
bracing walls and cast monolithically with a slab on grlde
shall extend to a depth of not less thanl8 inches (457 mm)
below the top of slab.
R403.1.5 Slope. The top surface of footings shall be level.
The bottom surface of footings shall not have a slope exceed-
ing one unit vertical in 10 units horizontal (lO-percent
slope). Footings shall be stepped where it is necessary to
change the elevation of the top surface of the footingi or
where the slope of &ebottom surface of the footings wiil ex-
ceed one unit vertical in ten units horizontal (L0-percent
stope).
Exception: For' slabs=on-ground cast monolithically
with a footing one No. 5 bar or two No.4 bars shall be
located in the middle third of the footing depth.
R403.1.4 Mnimum depth. All exterior footings shail be
placed at least 12 inches (305 mm) below the undisturbed
ground. Where applicable, the depth of footings shall also
conform to Sections R403.1.4.1" thro.'gh R403.1.4.2.
R403.1.4.1 f,'rost pnotection. Except where otherwise
protected from frost, foundation wallg piers and other
permanent supports of buildings and structures shall
be protected from frost by one or more of the following
methods:
1. Extending below the frost line specified in Table
R301.2(1);
2. Constructing in accordance with Section Rzt03.3;
3. Constructing in accordance with ASCE 32-01; and
4. Erected on solid rock
R403.1.6 Foundation anchorage. [hen braced wall panels
are supported directly on continuous foundations, the wall
wood sill plate or cold-formed steel bottom track shall be an-
chored to the foundation in accordance with this section.
The wood sole plate at exterior walls on monolithic slabs
and wood sill plate shall be anchored to the foundation with
anchor bolts spaced a maximum of 6 feet (1829 mm) on cen-
ter. There shall be a minimlm of two bolts per plate section
with one bolt loCated not more than L2 inches (305 mm) or
less than seven bolt diameters from each end of the plate sec-
tion. In Seismic Design Categories D1 and D2, anchor bolts
shall also be spaced at 6 feet (1829 mm) on center and located
within 12 inches (305 mm) from the ends of each plate sec-
tion at interior braced wall lines when required by Section
R602.10.9 tobe supported on a continuous foundation. Bolts
shall be at least 1/2 inch (12.? mm) in diameter and shall ex-
tend a minimum of 7 incles (L?8 mm) into masonry or con-
crete. Interior bearing wall sole plates on monolithic slab
foundations shall be positively anchored with approved fas-
teners. A nut and washer shall be tightened on each bolt to the
plate. Sills and sole plates shall be protected against decay
and termites where required by Sections R318 and R319.
Cnld-formed steel framing systems shall be fastened to the
wood sill plates or anchored directly to the foundation as re-
quired in Section R505.3.1 or R603.1.1.
Exception: Foundation anchor straps, spaced as required
to provide equivalent anchorage to 1/z-inch-diameter
(12.7 mm) anchor bolts.
R403.13.2 Slabs-onground with turned-down foot-
with turned down shallSlabs-on-groundings.footings
ahave ofmlnlmum
the footing.
2OGI INTEFNATTONAL HESIDENTIAL CODEO 63
FOUNDATIONS
') Drotc-ttf
| "1"?
{e-?-l*ab
*"e\q"
t1"{6et?
t*" o*f*.
BEARING
MONOUTHIC SI.AB WTH
INTEGRALFOONNG
3.s rN. MlN.
+4 rq"c"J.-
44Grg
y,4.{6s
t ///t L_*-J
h-*-J INTERIOR
INTERIOR
P
3.5 tN. MtN.
P
P
P
GROUND SUPPORT SIABwlTH MASONRYWALL
AND SPREAD FOOTING
BASEMENT OR CHAWLSPACE
WITH MASONBYWALLAND
SPREAD FOOTING
P
For SI: 1 inch = 25.4 mm.
t"JBASEMENTOR CRAWLSP{CE
WTH CONCRETEWALLAND
SPREAD FOOTING
BASEMENTOR CRAWLSPACE
WTH FOUNDATIONWALL
BEARING DIRECTLY ON SOIL
FtcuREnmg.1(1)
coNcRETE AND MAsoNRy rotir,ioanor.r DErAtLs
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CONSULNNG ENGINEERS LLC
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CONSULTING ENGINEERS LLC SHEET NO.4 OF
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Surcharge Load
Due to Drlltlng
lu
hc
h6
Balanced Snow Load
h6
W
FIGURE7.8
CONFIGURATION OFSNOW DRIFTS ON LOIiI'ER ROOFS
10
I
2A
tt,oI
Lo
?,-c
6
4
Pg'
60 80
Snow Load (lb/ftz)
To convert lb/ft 2 to klVm 2 , multiply by O.0479.
To convertleetto meters, muttiply Uy O.SO+a.
0
FIGUBET-9
GRAPH AND EQUATION FOR DETERMINING DRIFT HEIGHT, hd
lu= 600 ft
400
200
lf lu > 600 ft, use
lf lu < 25 ft, uselu = 25 ft
ho = 0.43 tn; {lFa- r.s
Minimum Design Loads for Buildlngs and Other $tnrctrres
100
8S
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CONSULTING ENGINEERS LLC
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AI,..*{or-:o*r o€^ooLEric M. Kankainen
CONSULTING ENGINEERS LLC
JOB
SHEET NO.OF
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Ussx 2 211312006 11:28:494M
Pag€ 1 EngineVeBirm: A.20-16
Mcmber Slope:0112 Roof Slope0/12
All climenrlons tre horltontal.
LOADS:
Analpis is for a Header (Flush Beam) ti/lember. Tributary Load Width: 9'
ftimary Load Group - Roof (psfl: 30.0 Line at '125 % duration, 15.0 D€ad
SUPP9RTS:
Dining Room Fleader
3 Pcs ot 1 112" x7 ll4.' 1.3E Solid Sawn Hem-Fir f2
THIS PRODUCT iIEETS OR EKCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
1 Stud wall
2 Stud wall
Bearing
Length
1.50"
1.50"
lnput
Widffi
Verfcal Reac{ons {lbe}
t-twlDeadn plifttTotal
1215l638I0' 1853
1215/638r0/1853
3'
Detail
By Others - Rim: Rim Board
ByOhers-Rim: Rim Bmrd
Produet Dlagrem 13 gonccptual.
Olher
1 Pty 1 112" x7 1/4" 1.5E TimberSban@ LSL
l Pty 1 1lT x7 1r4" 1.5E TmberStrand@ LSL
3.50"
3.50"
€ee TJ SPECIFIER'S , BUILDERS GUIDE{or detail(s): By Qthers - Rim: Rim Board
DESIGN GONTROLS:
ilaxlmum
Shear(lbs) 1784.
Moment (Ft-Lbs) 3866
Uve Load Def (in)
Total Load Defl (in)
Iledgn
-1M
3866
0.184
0.281
Control
2039
4817
0.289
o-313
Control
Passed (73%)
Passed (80%)
Passed (U564)
Passed (11370)
Locadon
Rt erd Span 1 urder Roof loading
MlDSpan 1 underRoof loading
MID $pan 1 underRoof loadirg
MID Span I underRodbading
-Defleclion Criteria: STANDARD(LL:L600,TL:L/24). Addidonal clrecks tofiour.
-TL:0.313"
-A[cnffable moment was increased br repetitive member usage.
:Bracing(L!): All compre*sion edges- (top and bottom) must be braced at g o/c unhss detailed otherwise. Proper atlachmenl and positioning of lateral braclng
is requii€d to achieve member gtratlility.
-The allowable shear strese (Fv) ha$ not been increased due to lhe potenfial of splits, cfred<s ard shakes. See NDS for applicability of inoease.
-Analysis based on vertcal loads only and assumes strlcftral supporis as noted in the inpul Ardal loads are not consfttered in thb analys'e.
-Anallsis assumes continuous member. Lap joints, splicee and firqger joints sbnificanty reduce member perfurmance and have nol been considered.
-Design assumes adequate continuous lateral suppori offn comprcssion edge.
ApprTtoNAL floTE$:
-IMPORTANTI The analysis presented is output ftom soflrrnare developed by Trus Joist CIJ). TJ wanants the slzing of its produc{s by this sofrlrare will be
accomplished in accordance with TJ produci des'rgn oiteria ard code accepted des[n values. The spedfic product apfli6athn, inpri Oesign loads, and stated
dimensions have been pmvided by the sotrvare user. This ouFut has not b€en revioled by a TJ Asfuate.
-Not all producis are rcadily available. Check wi$r your supplier or TJ technical representatfue for produci availability.
-Solid ss\,wl lumber ana\pis is ln acordance lvitfi 1997 NDS melhodology and is sotely prcseriled br comparison purposes. Program limitatons and
assumptions about lhis analysls are available through the soft,vare's On-line l-krlp. Trus Joist dos not wrnant lhe analysls nor the performance of solid sawn
lumber materials.
-Allorable Stress Design methodology was used for Building Code IBC analfzing the solid sawn lumber material listed above.
-Note: See TJ SPECIFIER'S / BUILDER'S GUTDES for multiple ply conneciion.
PR(NECT INFORTATION:OPERATOR INFORMATION:
Eric Kankainen
1174 Hanison Ave
Salt Lake City, UT 84105
Phone: 8O1gXVg444
kankainen@qu€sl.net
Copyri-ght O 2005 by ?rus itoist, a Eeyerhaeuser Business
e)foooV#*=.*
T.lAoanO 6.20 S€fial NutM 70051 17376
Dining Room Header
3 Pcs of I 112" x7 1l4'1.3E $olid Sawn Hem-Fir #2
THIS PRODUCT ilEETS OR EXCEEDS THE $ET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
8'8.00"
1853
L2L5
1.50 (w)
Usel: 2 Zt3f20(b 11:28:5OAM
Pags 2 Engine v€rsion: 6.20.16
Load Group: Primary Load Group
Max. Vertical Reaction Total (Ibs) 1853
Max. vertical Reaction Live (lbs) 1215
Required Bearing Length in 1.50(w)
Max. Unbraced Length (inl 108
Loading on all spans, tDF = 0.90 , 1-0 Dead
shear at suppolt (lbs) 511 -511
t{ax shear at support (lbs) 6L4 -6L4
Menber Reaction (lbs) 6L4 6L4
support Reaction (Ibs) 638 638
liloment (Ft-r.bs) 1331
Loading on all spans, r,DF : 1.25
Shear at support (lbs)
L{ax Shear at Support (lbs)
Menber Reaction (lbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
Live Deflection (in)
Total Deflection (in)
PROJECT INFOEIUIATION:
l--0 Dead + 1.0 Floor + 1.0 Roof
1484 -1484
1784 -1?84
1784 1784
1853 18s3
3866
0.184
0.281
oPERATOR INEORiIATION :
Eric Kankainen
1 174 Hanison Ave
Salt Lake City, UT 84105
Phone: 8019729444
kankainen@qwest.net
copyriqht O 2005 by Tns Jolst' a lleyerha€us€r Business
e)fuAgg_-"__ FirepraceHeder
rJ€€eoo6.20ssdern,iba,*ffi3ffi* 3 lr8' x1A il2" Glassic Glulamil (24F -V8 DFIisi iltr*lffi:;H rHts pRoDucr MEETs oR ExcEEDs rHE sEr DEsreN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Membcr Slope:0/12 Roof Stopeori2
All dimenelons trc horlzontal.
LOADS:
Analysb is for a Header (Flush Beam) ilbmber. Trihrtary Load Wirlth: g
Ptimary Load Group - Roof (psf): 30.0 Live at iZS % duration, is-O Dead
SUPPORTS:
Produet Dllgrlm le Conccptual.
1 Stdwall
2 Str.rduall
lnput
Wid0r
3.50"
3.50"
Boarlng
Lengitt
r-9["
1.94"
ByOthers
ByOthers
None
None
Verdcal Reactlons (lbs)
LftrelDeadltlpllftrTotal
168{t/896/0/2576
1680/896/0r2576
Dotall Otlrer
€ee TJ S?ECIFIER'S, zutLDERS GUIDE brderait(s): By Ortrers
DESIGN GONTROLS:
liaxlmum lleign Gontrol Contnol LocadonShear(lbs) 2514 -2147 6563 Passed(33%) Rt.endSpanl underRoofloading
Ittornsnt(Ft-lbs) Sltgl 8691 1/*355 Passed(60%) MtDspanlund€rRooftoadlng
Live Load Defl (in) O.U7 0.456 Passed (U472) MID Span 1 under Roof loadlng
Total LoadDeff(in) 0.0A2 O.O&l passod(u:t0g) MtDspanl un<lerRmfloading
ileflection Criteria: STANDARD(LL:L/O60,TL :LI24A\
-Bracing(Lu):Allcompressionedgel-(topandbottom)mustbebraaedat13'otcuntessdetaibdotherwise. Properattacfimentandpositioningoflateral bracingis required lo aChbve member stability.
-Design aseumes adequale contnuous lateral support ofthe comgeesion edge.
ADDITIONAL NOTES:
-IMPORTANT! The analyt*r pr$ented is oubut ftom softraredenelo@ by Tnrs Joist (tJ). TJ wanants ttre sizing of its producb by thb sofirrarc will beaccomplished h accordanceuith TJ- produd d€Flbn crikria ard code accepied desQn valries. The specific prodfi appfiiaUon, inpft Cesign toad$, and stateddimenslons haw been provided bythe soflrrvarc user. fnb ouput tras not been revidreo ty a Tl nssbdae.'
-Not all produsts ar" readily available. Ched< with your supplier or TJ tecfinlcal r€presentative for product availability..THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANAI-YSIS.
-Allowable Stress Desbn melhodology was used br Building Code IBC analyzing the TJ Distibution product lisFd above.
-The analysis presented is appropriate for classic Glulamm beams byweyerhaeuser.
P,ROJEGT !]{FOBMATTON:oPERATOR tNFORilATtON:
Eric Kankainen
1174 Hanison Ave
Salt Lake City, UT 84105
Phone: 8019729444
kankainen@qwest.net
Copyrlght @ 2OO5 by ?rus aloiEt, a neyerhaeuser BEinesg
Tat-B€aS la a reglstered trademrk of TnE Jolst,Classic Glulann i.s a traderark of neyerhaeuser.
e)Fireplace Header
3 1r8" x 1A U2" Classic Glulamil (24F - V8 DF)
THIS PRODUCT iiEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Us€l:2 213,20(tr tl:2i:Ol Al,l
Pegp 2 E{rg[nev6dm: 6.20.16
Load Group: Prirnary Load Group
13r 8-00il
Max- vertical Reaction Total (Ibs) 2576
Max. vertical Reaction Llve (1bs) 1680
Required Bearing Length in 1.94(I{)
Max. Unbraced Length (in)156
Loading on all spans, LDF = 0.90 , 1.0 Dead
shear at Support (lbs) 747 -747
Max Shear at Support (lbs) 814 -874
Menber Reaction (lbs) 874 874
support Reaction (lbs) 896 896
Moment (Ft-Lbs) 2988
2576
1680
1.94 (tr)
Loading on all spans, LDF : 1.25
Shear at Support (Ibs)
Max shear at suppolt (lbs)
Menlcer Reaction (lbs)
support Reaction (Ibs)
ltoment tFt-Ibs)
Live Deflection (in)
Total Deflection (in)
PROJFGT TNFORMATTON:
copyright o 2005 by Trus JoLst, a fleyerhaeuser Business
TJ-Beam is a registered tradeerk of Trus atoi.st'
Classic Glul@- is a tradeurk of lleyerhaeuser.
1-0 Dead + 1-O Floor + 1.0 Roof
21 47 -2L47
2514 -2514
23L4 25L4
2576 25't6
8591
o.34't
0. s32
OPERATOR INFORMATION:
Eric Kankainen
1174 Hanison Ave
Salt Lake City, UT 84105
Phone: 8019729444
kankainen@qwest.net
-) ')
s 1rB_, * rnTffiT[il,"',,* (z4F -vs DF)
U'A,r.z AIEMT:o8:3aPMpasol Eneinov6rsion:6.a,.r6 THIS PRODUCT ffiEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AI{D LOADS LISTED
Mcmbcr $lopc: Ot12 Roof SlopGoll2
All dlmsnsions ere horlzonhl.
LOADS:
Analpis is tor a tbader (Flush Beam) lbmber. Trlbutary Load Widtr: 12'
Primary Load Group - Roof (pef):20.0 Live at 125 % duration, 15.0 Dead
Wnd Load Group - 12.0 Live, 15.0 Dead
SUPPORTS:
18' ,;
Product Diegrrm ls Cons.ptual.
1 Stud ruall
2 Stud rvall
lnput
width
5.50"
5.50"
Bsarlng
Lengifft
2.97
2.92',
Vertical Reac'tions (lb*)
LivetDeadlUpllfr/Total
2180r 1712t-2Ii7 tfi72
21WI1712t-267I3872
Dstall O$er
ByO$ters
ByOOnrc
DESTGN CONTR9LS:
texlmum
Shear(lbs) 3729
Moment (Ft-Lbs) 16158
Live Load Defr (rn)
Total Load Def (in)
€ee TJ SPECIFIER'S t BUILDERS GUIDE tur detail(s): By Others
None
None
Locaffon
Rt end Span 1 under Roof (Primary Load Grcup) loading
MID Span 1 wder Roof (rrimary Load Group) loadirB
MID Span I under Rmf (ftimary Load Gruup) loading
MID Span 1 under Roof (Pdmary Load Group) loading
oPEBATOR INFORilATTON:
Eric Kankainen
1174 Hanison Ave
Salt Lake City, UT 84105
Phone: 8019729444
kankainen@qwest.net
Deoign
-3191
16158
o.423
0.758
Gontrol
8438
23730
0.578
0.867
Control
Passed (38%)
Passed (68%)
Passed U192,
Pas$ed (,EI1l
-Def eclion Criteria: STANDARD(LL:L|!!60,TL:L240).
-Bradng(Lu): All compession edges (top and bottom) must be bnaced at 13'o/c unbss detaild othemise. Proper attrachment and positioning of lateral bradng
iS rcquired to achbve momber stability. [13' o/c due to ftimary Applicatlon Loads: '13' 1/4" o/c due to Wird Application Loadsl
-Des[n assumes adequate continuous lateral support ofthe compreeslon edge.
An9rTtoML NOTES:
-IMPORTAI{TI The analysis presenbd b ouput from sofluare devebped by Trus Jolst (tJ). TJ warrants the sizing of its producis by lh'rs softrare will be
acconplished h accordance with TJ fduct dedgn criteria ard code accepted design vahns. The spedffc ptoduct applicaton, input design loads, and stated
dimensbns harrc been provi{Fd bythe softrarc user. This ougut h6 not been revie$,ed by a TJ Assodate.
-Not all products are readily available. Check with your supplier or TJ technlcal representaltue for produc't availablllty.
.THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design melhodology was used for Building Code IBC anatyzing the TJ Disfibution prcduct listed above.
-The analyris presented is appnopriate for Classic Glulamil beams byWeyeriaeuser.
PRGTFCT TNFORMATTON:
Nicholson Residence
Pofl Townsend
Copyright O 2OO5 by Trus Jolst, a lfeyerhaeuser Buainessu-Beam is a reglstered tradffirk of Tns atol.st.
Classic clule* is a tradenark of, tleyerha€uss.
.) ')
g)ferov^&^.*
^- BedroomRidgeBeam
rJ€oa,,o6.z,se{id*',*-- H^ 3 1/8" x13112" Classic Glulamil (24F - V8 DF}
us.z ?'u?o67:08:38PM
paso2 Ensinsv€nron:6.2o.16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Load Groupi Pfimary l,oad Group
17r 4-00f
Max. vertical Reaction Total (lbs) 3872
!!ax. vertical Reaction Live (lbs) 216A
Required Bearing length in 2.92(Wl
Max. Unbraced Length (in)
Loading on al"I spans, LDF = 0.90 , 1.0 Dead
shear at Support (Ibs) 1411 -1411
Max Shear at Support (Ibs) L649 -1649
Meftber Reaction (Ibs) L649 1649
Support Reaction (lbs) L7L2 L7L2
Moment (Ft_I&s) 7L4S
3812
2160
2.92 (w',)
156
Load Group: ttind toad Group
17' 4.00"
Max. vertical Reaction ?otal (lbs) *267
Max. vertical Reaction Live (lbs) -1296
Reguired Bearing Length in 2.92lwl
Max. Unbraced Length (in) 156
Loading on all spans. LDF = 1.25
Shear at Support (lbs)
Max shear at Support (Ibs)
Meniber Reaction (lbs)
Support Reaction (lbs)
lloment (Ft-IJcs)
Live Deflection (in)
Total Deflection (in)
Loading on al1 spans, LDF = 1.60
Shear at support (Ibs)
traax Shear at Support (lbs)
Member Reaction (lbs)
support Reaction {lbs)
Moment (Ft-Lbs)
Live Deflection (in)
Total Deflection (in)
1.0 Dead + 1.0 r.loor + 1.0 Roof
3191 -31913129 -37293729 3129
3872 3812
15158
o.423
0. ?58
-267
-1296
2.92 (s',t
0.6 Dead + 1,0 wind
-22r 221
-259 259
-259 -259
-267 -267
-112L
-0.254
-0.053
(uprift)
PRGIECT INFORiIATION;
Nicfrolson Residene
Pofi Townsend
Copyright O 2005 by Trus Joist, a neyerhaeuser Busine6s
r.t-Beam is a registered trademark of alus iroist.
Classic Glulur is a trad@ark of tleyertraeuser.
OPERATOR INFORMATION:
Eric lGnkainen
1174 Hanison Ave
salr Lake ciry, uT 84105
Phone : 8019729444
kankainen@qwest.net
elr*v:sil*:
T+B6amO8-4, Ssrisl Nrmb€r: 7ul5ll73?6
H#? ffiffi:'.X.'" rnrs
Typical Roof Joist
1 112" x I {14" 1.3E Solid Sawn Hem-Fir f2 @ 16' olc
PRODUCT MEETS OR EXCEEDS THE SET DESIGN
GONTROLS FOR THE APPLICATION AND LOADS LISTED
7f Ucmuer Slop€: 1 0rt2 Roof Slopelotlz
All dimensioni rrc horizontal.
LOADS:
Analysis ig for a Joist Member.
Primary Load Group - Roof (ps$: 30.0 Live at 125 % duralion, 15.0 Dead
tMnd Load Group - '12.0 Live, 15.0 Dead
$UPPORTS:
16'
Vertical R€ctoru
(lbcl
Livsf DoadrUpliftf lotal
320 t2A8 I -3 t 528
320 t 208 t -3t 528
I}etail
ByO$prs - Rim: Rim
Board
ByOfters-Rim: Rlm
Board
Produd Dlagrrm is Conccptual
Odrer
'l Ply 1 1/2" x 9 1/4' '1.5E
TimberStran@LSL
1 Ply 1 1/2" x 9 1r4' 1.5E
TimberStrand@ LSL
l Studwall
2 Gluhm orsolid saurn lumber
beam
lnput
width
3.50u
3.50"
Bearing
Lensth
r.50"
1-50"
€ee TJ SPECIFIER'S , BUILOERS GUIDE tur detail(s): By Odrers - Rim: Rim Boad
DFSTGN CONTROLS:
PRO.|ECT TNFORISATTON:
Nicfrolson Residence
Port To,vnsend
Location
Rt. end Span I under Roof (Primary Lod Group) loading
Beadng 2 underRoof (PdmaryLoad Group) loading
MID Span I under Roof (Primary Load Group) loading
MID Span I un@ Roof (Pdmary Load Group) loadiqg
MID Span 1 underRoof (Primary Load Gmup) loadilq
OPERATOR INFORMATION:
Eric Kankainen
1174 Hanison Ave
Salt Lake City, UT 84105
Phone: 8019729444
kankainen@qwest.nel
llarimum Deeign
470
515
M
0.69
1-154
Control
867
9'll
2396
1.014
1.352
Gontrcl
Paesed (54%)
Passed (56%)
Passed (84%)
Passed (L/i148)
Passed (Lt211)
Shear (lbs)
Vertcal Reaciion (lbe)
Moment (Ft-Lb6)
Live Load Def, (in)-Total Load Def, (in)
515
515
2W
-Defeclion Criteda: STAI.IDARD(LL:U240,TL:U1 8tl).
-Allo^.ablg moment was incrreased for repetilive member usage.
-Bradng(Lu): Al cornpession edges (top and bottom) must be braced at 6' 2" o/c unless detaibd olherube. Proper attacftment and positioning of lateral
bradm b rcquired to schieve member etablllty. [6 / o/c due to Primary Applicafrn Loads; 6' 3' o/c due to tMnd Application Loads]
-The allqrabb sfnar sfies (Fv) has not been increased drr b the potendal of splits, cfieds and shakes. See ND$ fur applicability of increase.
.Analysis based m vertcal bads ody and assume sfudural $pports as noted in the input. Axial loads am not onsil,ered in thb analysb.
-Deslgn asaumes adequate continuous lateral support of lhe compression edge.
ADDITIOI{AL NOTES:
-IMPORTANTI The analysls presented is ou$ut from sofrware developed by Trus Joist OJ). TJ warranls the sizing of its producG by this soft,vare will be
ammpllshed in acordance with TJ produci design criteria and code accepted design values. Tlc specific product applicdion, input design loads, and stated
dimensions have been pmvirled by the soflrrvare user. This ouSut has not been rcvieuled by a TJ Associate.
-Not all produds are readily atrailabb. Ctrcck wilh your supplbr or TJ tedrnlcal representative for produci availability-
€olkl sawt lumber analysis is in accodane with 1997 NDS methodology and b solely preoenbd ftr comparison purposes. Program limitations and
assumptions about lhis analysis are available lhrough the soffware's Orrdne Hetp. Trus Joist does not wanant the analysis nor the perbrmance of solid sawn
lumber matGrials.
-Allo^rabh Sfess Design methodology was used for Building Code IBC ana@ng the solid sawn lumber matedal listd above.
{Minimum cut length) = (Overall horizontal lenglh) x 1.302 + 7 l1116"
Copyrtght O 2005 by Trus itoist, a lfeyerhaeusar Business
")
1 il2-n e {t4" ;:E'ffil."!"*n Hem-Fir #z@16'o/c
Uss: 2 2nr206 5:40:3'l PM
pasc2 Ensr'pv€'Eim:6.2).16 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLIGATION AND LOADS LISTED
Load Group: Primary Load Group
15'?.OO(
Max. Vertlcal Reaction Total (1bs) 528
Max. veltical Reaction r,ive (Ibs) 32O
Selected Bearing Length (in) 1.50(W)
Max. Unbraced Length (in)74
528
320
1.50 (wl
toading on all spans, LDF = 0.90 ,
Shear at Support. (Ibs)
Max strear at Support (lbs)
Menber Reaction (lbs) 2O3
Support Reaction (lbs) 208
Moment (Ft-IJrs)
Loading on all spans, tDF = 1.25
shear at support (lbs)
Max Strear at support (lbs)
Member Reaction (Ibs)
Support Reaction (Ibs)
Moment (Ft-Lbs)
Live Deflection (in)
Total Deflection (in)
Load Group: Itind Load croup
-185
-203
203
208
1.0 Dead + 1.0 Floor + 1.0 Roof
414 -470515 -515515 515
528 528
2004
0.699
1. 154
15' 7.00"
-3
-128
1. s0 (w)
0.5 Dead + 1.O Wind (uplift)
-33
-33
-3 -3
-3 -3
-a2
-0.280
-0. 00?
1-0 Dead
185
203
790
Max. vertical Reaction Total, (1bs) -3
Max. vertical Reaction f,ive (Ibsl -128
selected Bearing tength (in) 1.50(w)
Max. Unbraced tength (in) ?5
Loading on all spans, LDF = 1.60
Shear at Support (lbs)
Max shear at Support (lbs)
Member Reaction tlbs)
Support Reaction (lbs)
Moment (Ft-Lbs)
Live Def,lection (in)
Total Deflection (j.n)
PROJECT.INFORMATION:
Nicfrolson Residence
Port Townsend
oPERATOR TNFORMAT!9N:
Eric Kankainen
1174 Hanison Ave
Salt Lake City, UT 84105
Phone: 8019729444
kankainen@qwest.net
Copyright @ 2005 by Trus Joist, a weyerhaeuser Buainess
-') ''1)
e) fuag#*_..,* ^. MainRk,geBeam
r.l€oomo6.2os",.",r,,**-TtiEfF#3* 3 1r8" x1O 112" Classic Glulamil (24F - V8 DF)
Ure,|'2 mtffi6:17:l5Pllpq.l Ensinev€Eidr6.2o.,6 THIS PRODUCT IiIEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Itember Slope: Ot12 Roof Slopcorlz
18'
All dlmenslons rrc horizontel.
LOADS:
Analpis is for a Header (Flush B€am) fr4ember. Tributrary Lod Width: 15'
Pdmary Load Group - Roof (paf):20.0 Live at125 06 duration, 15.0 Dead
\Mnd Load Group - 12.0 Live, 15.0 Dead
SUPPORTS:
10'
Produot Dlagrem ls Concepturl.
Dstail Other
45'
lt t7,
Boadng
Leng8t
2.7t
4.49"
2.29
2.71"
1.50"
€ee TJ SPECIFIER'S / EUILDERS GUIDE tur detall(s): By Otters
I Studwall
2 Glulam or solid sawn lumb€r beam
3 Glulam or solid sawn lumber beam4 Glulam orsolid saurr lumberb€am5 Glulam or solid sawn lumber beam
DESTGN COI{TROLS:
tuimum
Shear(lbs) -5003
Moment (Ft-Lbs) -12974
Live Load Oeff (in)
-Total Load Defl (in)
lnput
Wadffi
5.50'
5.60"
3.50'
3.50"
5.50"
Verticat Reacdom (lb*)
LhdtleadtllpllftlTohl
2043r1542r€34/3586
5143t3967r-726t911',
2867 I 16Xit -110014553
3U3tU77 t -142t 5501
1942t1WlI-236r2U3
ByCIhers
ByOtrers
ByOthers
ByOftem
ByOthers
None
None
None
None
None
Daign
-{415
-12974
0.4€
0.7il
Gontol
6563
14355
a.5n
0.783
Gontrol
Passed (67%)
Passed (90%)
Passed (U425)
Pass€d (L/249)
Locadon
Rt. end Span 1 urder Roof (Primary Load Group) ADJACENT span loading
Bearing 2 urder Roof (Primary Load Group) ADJACENT span loadlng
MID Span I under Roof (Primary Load Group) ALTERNATE span loading
MID Span I under Roof (Primary Load Grcup) ATERI.IATE span loadiqg
oPERATOB TNFORilATTON:
Eric lGnkainen
1174 HanisonAve
Salt Lake City, UT 84105
Phone : 801972u444
kankainen@q$/est.net
-Defecdon Cnleria: STANDARD(LL:|-I!}6O,TL:L/240).
-Uplift exceeds 10fl) lbs fur unbalanced load.
-Bracing(Lu): All compreesion edges (t@ and bottom) must be braced at 13' ofc unless detaibd otherwise. Proper atachmeot ard positionirXg of lateral bradng
is required to achieve member stability. [l3 o/c due to Primary Appication Loads; 13' lr4 otc due to Wird Applbation Loads]
-The load conditions consider€d in thie desQn analpis indrde altemate and adjacent member pattem loading.
-Design assumes adequate continuous lateral support of the compression edge.
APDTTTOI{AL NOTES:
{MPORTANI The analysis pt€€nted is ou$rn from softurae devdoped by Tn6 Joi$ Cru). TJ rrvarrants the sizing of its producie by this soffnare will be
accompllshed in accordance with TJ troduct &sign cdte& and codc aepted design valLes- The specific poduct applicaton, input desgn loads, and strated
dimensftrns haw been provided by the softrare user. This oubln has not bcen reviewed by a TJ Asso<fate.
-Not all produds are readily available. Chedt with your supplier or TJ tedrnical representalive for product availabilily.
-THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS.
-Allowable Stress Design methodology was used for Building Code lBC anaiyzing the TJ Distribution ploduct listed above.
-The analysis presenled is appropriate for Classic Glulamil b€ams by Weyerhaeus€r.
PRO.IECT INFORMATION:
Nicfrdson Residence
Port Townsend
Copyright @ 2OO5 by Trus Joist, a lleyerhaeuser BusLnessTJ-Beam is a regl.atered tradeark of Trus tol.st.Classic clule! is a tradsark of neyerhaeuser.
, Memhar Raa.l- { An t I }ia I
Load Group: Prirnary I,oad Group
shear at Support (lbsl
Max Shear at Support (lbs)
Menber Reaction (Ibs)
Support Reaction (l"bs)
Moment (Ft-I&s)
15'8.00"12' 0.00"
9111-
5L43
4.49 (n)
156 155
?'0.00"
4553
2857
2.24lw',)
156 155
1.0 Dead
-776 44s
-1014 683
]^696
1696
-1031 -31
_tE?-(aq -, oa -20?_1qo
fifuvffi*.^*
TJ-B6am@ 6.20 S€rial Nqnb€c' 70051 1 7376
Hil; ffiffl1'#.'. THts
Main Ridge Beam
3 {r8" x 1O ll2" Glassic Glulamrm (24F - V8 DF}
PRODUCT iiEETS OR EXCEEDS THE SET DESIGN
CONTROLS FOR THE APPLICATION AND LOADS LISTED
Max. Vertical Reaction Total (1bs) 3586
Max. vertical Reaction Live (lbs) 2043
Required Bearing Length in 2.70(tl)
Max- onbraced Length (in) 156
Loading on all spans, LDF = 0.90 r
9, 8.00"
5501
3223
2,71 (w)
156 1s5
2343
1342
1. 50 (rf )
L232
1465
1465
L542
-1924 7525
-2185 1782
3967
3967
-5643 1a74
-7r.0 1091 -690
-948 t329 -9232277 923
22'11 1001
-1961 L8294605
Loading on a]-l spans, I,Dr - 1.25 , 1-O Dead + 1.0 Floor + 1.0 Roof
shear, at Support (Ibs) 2818 -44LO 3489 -1??5 101? -L625 2496
t{ax shear at Support (lbs) 3351 -4999 4077 -23L9 1561 -2169 3040
Merrber Reaction (lbs) 3351" 9076 3880 S21O
Support Reaction (lbs) 3529 9076 3880 5210
Mo(ent (Ft-IJ}s) 10534 -12909 2685 -2359 -?1 -4485 4!
r,ive Deflection (in) 0.40L 0.022 -0.008 0.
Total Deflection (in) O.7!2 -0.048 -0.015 0.
-15?9
-2L12
2LL2
2290
84
062
111
ALTERNATE span loading on odd # spans, LDF = 1-25 , 1.0 Dead + 1.O Floor + 1.0 Roof
shear at support (Ibs) 2875 -4354 2787 -995 94O -I7O2 L847 -1081
Max Shear at Support (Ibs) 3408 -4942 3210 -1386 1484 -2247 2238 -7-464
Metnber Reaction (Ibs) 3408 8]52 2870 4484 1464
support Reaction (Ibs) 3586 8L52 287A 4484 1589
ltoment (Ft.-Lbs) 10895 -12017 1435 -1073 994 -3?40 2799
Live Deflection (in) 0.443 -0.070 0.013 A-422
tbtal oeflection (in) a.754 -0.086 0.00? 0.070
ALTERNATE span loading on even * spans, tDF: 1.25 , 1.0 Dead + 1.0 Floor + 1.0 Roof
Shear at Suppott (lbs) 1968 -3226 3208 -2055 808 -1091 2443 -L632
Max Shear at support (lbs) 235r. -3649 3797 -2599 1199 -L482 2987 -2]-65
Menber Reaction (lbs) 2351 7446 3?98 4468 2165
support Reaction (lbs) 2476 7446 3798 4468 2343
Moment (r't-Lbs) 7216 -10158 3356 -298t -1L04 -3970 4399
Live Deflection (in) 0.159 0.074 -O.O24 O.O72
Total Deflection (in) 0.470 0.088 -0.030 0.120
ADJACENT span J"oading over support * 2, r,DF = !.25, L.0 Dead + 1.0 Floor + 1.0 Roof
shear at suppolt (1bs) 2814 -4415 3519 -1744 649 -1250 2463 -1612
Max shear at Support (1bsl 3347 -5003 4tO7 -2288 1040 -1641 300? -2145
Meniber Reaction (lbs) 33,117 9111 3328 4648 2145
support Reaction (lbs) 3525 9111 3328 4648 2323
Moment (ft-IJos) 10508 -7-2974 2853 -2059 -648 -4164 4318
I,ive Deflection (in, 0.398 0.029 -0.017 0.058
Total Deflection (in) 0.709 0,046 -0.023 0.11?
PRO.IEGT INFORMATION:
Nic*rolson Residence
Port Townsend
copyright @ 2005 by Trus itoist, a lteyerhaeuser Busiress
TJ-Bea@ Is a registered tradenark of lrus Joist.classic Glulil- is a trad€Mrk of l{eyerhaeuaer.
OPERATOR INFORMATION:
Eric Kankainen
1174 Hanison Ave
Salt Lake City, UT 84105
Phone: 8A19729444
kankainen@qwest.net