HomeMy WebLinkAboutBLD07-102 oversize drawings not scannedCity of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Torvnsend, WA 98368
(360)379-s09s
BIJILDING PERMIT
Project Information
Permit Type Residential - Addition/Remodel
Site Address 224 ROSE ST
Project Description
Remodel existing shop into small residence
Permit #
Project Name
Parcel #
BLD07-102
ADDITION
931403207
Names Associuted with this Project
Type Name
Applicant Lee Patricia P
Owner Lee Patricia P
Fee Information
Project Valuation
Building Permit Fee
Plan Review Fee
State Building Code Council Fee
Technology Fee for Building Permit
Record Retention Fee for Building
Permit
Plumbing Permit Fee per Dwelling
Unit - New Residential
Phone #
Project Details
Dwellings - Remodel @30%
Dwellings - Type V Wood Frame
License
Type License # Exp Date
3s2 SQFT
336 SQFT
Contact
$42,026.72
573.0s
150.00
4.50
11.46
10.00
150.00
Total Fees $899.01
CaII 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.
Print
eTh of this ennit shal l'l beot asconstrued to olVIgrantlngp ate s10ns theofapproval orPTMC lawsother or onanyprovl S.regulati certifu
thethat information aas of the thisfor 1Sprovidedpart andtrue toaccurate theapplicationpeflnrt best of know furthermyedge certifu
that am the ofowner eth or theof erownpropertyagent
N ame etcC.<-'Date lssued: 08/15/2007
lssuedBy: PWESTERFIELD
))
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379_s09s
BIJILDING PERMIT
Project Information
Permit Type Residential - Addition/Remodel
Site Address 224 ROSE ST
Project Description
Remodel existing shop into small residence
Permit #
Project Name
Parcel #
BLD07-102
ADDITION
931403201
Names Associated with this Project
Type Name
Applicant Lee Patricia P
Owner Lee Patricia P
Contact Phone #
License
Type License # Exp Date
Fee Information
Project Valuation
Building Permit Fee
Plan Review Fee
State Building Code Council Fee
Technology Fee for Building Permit
Record Retention Fee for Building
Permit
Plumbing Pennit Fee per Dwelling
Unit - New Residential
Project Details
Dwellings - Remodel @30%
Dwellings - Type V Wood Frame$42.A26.72
513.05
150.00
4.s0
11.46
10.00
150.00
3s2 SQFT
336 SQFT
Total Fees $899.0r
CaIl 385-2294 by 3:00pm for next day inspection,
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of lg0
days. Work is verified by obtaining a valid inspection.
ThegrantingofthispermitshallnotbeconstruedasapprovaltoviolateanyprovisionsofthePTMCorotherlawsorregulations. Icerti!
that the information provided as a part of the application for this permit is true and accurate to the best of my klowledge. I further certify
that I am the owner ofthe property or authorized agent ofthe owner.
Print Name Date Issued: 08/15/2007
IssuedBy: PWESTER-FIELD
CITY OF PORT TOWNSEND
PERMIT ACTIVITY LOG
PERMIT #9nbl -/tlz DATE RECEIVED
SCOPE OF WORK:
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Development Senrfces
Residential Building Permit Application
) Applications accepted by mail must include a check for initial plan review fee of $150
F See the "Residential Building Permit Application Requirements" for details on
plan submittal requirements.
Property Owner:Name: Patricia Lee
Address: 1633 Landes Sfreef
City/SUZip: Port Townsend, Washington 98368
Phone: 360-385-2954
Email:
ContacURepresentative :
Nam
City/SUZip:
P
Emai
Go
Name
Emai
State License
City Business License
250 Madison Street, Suite 3
Port Townsend WA 98368
Phone: 360-379-5095
Fax: 360-3444619
www.cityofpt.us
Any known wetlands on the property? No
Any steep slopes (>15o/ol? Less than 15%
I hereby certify that the information provided is correct, that I am either the owner or authorized to act on behalf of the owner
and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code.
Print Name: Patricia P. Lee
Date: \S "-- ? 2eeJL\
Proiect Address:
224 Rose Sfreef
Legal Description (or Tax #):
Addition: Webster's
Block: 32
Lot(s); 5 & ZIS. % of eachl
Office Use Onlv
Permit*bLDOT- lDz
Associated Permits:Parcel # 931403207
Project DesCription i Addition to Existing Shop and Convert to Residence, as existlng
residence is uninhabitable and mav be demolished, Iater.
Lender lnformation:
Lender information must beBqut*led for projects
over $5,000 in valuation per RCW 19.27.095.
Name:
Project Valuation .c
Building lnformation (square feet):
1"t floor: 688 Garage: N/A
2nd floor: N/A Deck(s): Existing
3'd floor: N/A Porch(es): N/A
Basement:N/A ls it finished? Yes No
Carport: N/A Othe
Manufactured Home i nou i
Newi Additioni Remodel/Repair
Total Lot Coverage (Building Footprint):
Square feet: 1,739 %: 34.8 [with eaves]
lmpervious Surface:
are feet: Same
Signature
AUO 2?. ?00r
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3
Port Townsend WA 98368
360-379-5095 Fax 360-344-4619
ald 1
RE,VISIoN To BUILDING PERMIT # BIOoT.IDZ \Revision #
owNER:fr*r, V*t -l sIrE ADDRESS' ).a{
rotal value "r*.i$t "": $ []s, dNr,,rzz,-,
%'"/
Impervious Surface Change? ! Yes_
U )(N"
Revisions require 2 sets of plans and a written scope of workthat fully describes the proposed change plus any
additional information that will be of assistance inissuing your revision. If your plans were stamped by a design
professional, all revision submittals require a stamp with a wet signature. Be ar.ure that changes to the existing
approved plans may also requireyou to revise your original building permit application (lot coverage, impervious
surface, structure square footage, etc.) and energy code documents (changing windows, heat source, etc.) to
conform to your proposed changes.
Scope work:
67
Signature et" ?/ ?/Date
OFFICE USE ONLY:
Submittal date:Two sets of plans for revision:
Approval of engineer of record (if original plans engineered): U Yes tr No I NA
P:\DSD\Deparftnent Forms\Building Forms\Appl ication-Revision.doc
Prescrip$ve Approach - Simple Form
Forthe Washington State Energy Code (200{ Editionl
GlimateZone i
Site lnfornratlon
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Building Departnent Use Only
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Phone 2
Tahlc6-l
InE$(RIPWE [CAuruilffi{fscr FOn CnOUp R OCCrrpAryC,:r
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bdrote
This profect complbs with the following:{ np proJect ls a single fanfly residence or duptex.{ me project ls wood fiame Ots all of the insulalion is lntEdor or extedor of the franirg.{ nUbuildng components meetthe requlrarnants fsted ln Table &1, Opton lll-{ theBroFctwlll me€t all other provlslons of fie lJltSEC and MAQ.
The proiect wlll take advantage of the followin-g exceptions to the plescrlptlve option:I eOZ.e E<eplion I . 'One door, trat b 24 ft,2 or bss, th* doeg not megt fte standards is allowed.
Localion of the doortatdng tlrls excepfon .^@,u..P /r'tHLW*+/ MA ..._
El OOa.O Excepfion 2. Doors witr a tldador of 0.40 aflorred vdtrord cahulatlons, Oflion ll! only.
Locaton of the door(s) taking this excegion
U.Factor
Qption
Gluing
Arealo
% ofFloor Verticsl Overhesdll
Dooftt
feotor
cd[nd Varlted
c€ilind
Wall
Above
Grade
Walt
rnt{
Below
Crrsde
Wall
Bc4
Below
Grade
Fhof
Slab'&
Crnde
m Ihlimited
GroupRS
Oocupancy
Onlv
o_40 0.58 0r0 R-38 R-30 R-21 R-21 R-10 R-30 R-r0
*31t2trl
2001EDIT|ON
TABLE 6-1
PRESCRIPTIVE REQUIREiIENTSO'I FOR GROUP
cLrMArE zoNE c)
R OCCUPANCY
*ReftrsrceCase
0. Nominal R-values arre for wood frame assemblies only or assemblies buih in accordance with Section 601 .1.
1. Minirnum requlements for each option listed. For examplg if a proposed desip has a glazing ratio to the conditioned floor
arca of 137o, it shall comply widr all ofthe rcquirements of tlre 15% glazing o'ption (or hi$er), Itopose{ designs which cannot
meet the speoific requirements of a listed option above may calorlato conpliance by Ctaptens I or 5 of this Code.
Z. nequirement applies to all ceilings e*cept single rafter or joist vaufted ceilings. 'Adv' denotes Advanced Frmed Ceiling.
3. Requirenrei* applicable only to singte rafter or jois* vaultpd ceilings.
4. Below grade walls shall be insulated either on the er<terior to a minimum level ofR-10, or on ihe interior to ffre same level as
wallsabov.ograde. Exteriorinsulationinstalledonbelowgradervallsshallbeawaterresistantnraterial"manufanturodforits
intended use, and installed according to fte manufrcfireds specifications. See Seclbn 602.2.
5. Floors over crawl spaces or exposcd to irmbient air conditions.
6. Required slab pbrimeter insulation shall be a wder resistad material, manuftcfired for ig intended u$e, and installed
accotling to manufactureds specifications. See Section 602.4.
?. hrt denotes sbndard framing 16 inches on center with headers insulat€d wift o riti6'm of R-5 innrlation.
8. This wall insutation requirernent denotes R-19 wall cavity insulation plus R-5 foam sheathing.
9. Doors, inqluding all fire doors, dnll be assigned default u-frc[ors from Table l0{c.
10. Where a morimum glazing area is liste4 the tobl glazirg arda (combined vertical plus overlrcad) as a percent of gross
contlitioned floor area droll be less than or equal to that value. Overhead glazing with U-factor ofU{.40 or less is not included
in glazing area limimions.
l1- Overhead glaang shallhave.U-fhctors detennined in acoordance with NFRC 100 or as specified in Section 502.1-5.
12. Log and solid timber walls with a minimum average thictmess of 3.5' ore et<enrpt from this insulation rcquiremenl
Option
Ghzino
Arceq
016 of Floor
Glazino t.l'Fdor 'Doore
U-Fac{or c€flingl Vaulted
Ceflings
Wall
Above
Grade
Walle
hd
Below
Gnade
Walb
e:d'f
Below
Grede
Fbof
$hb{
on
GradeVerticaloverheadlt
L lWo 0.35 0_58 0.20 R-38 R-30 i'ntsi R-I5 R-10 R-3t)R-10
ILT l5o/o 0.40 0.58 0.20 R-38 R-30 Mr R-21 R-10 R-30 R-10mUdimited
Orolp R-3
Oocupancy
Onlv
0.40 0.58 0.20 R-38 R-30 Rtl R-21 R-to R-30 R;10
Efrecl.tue7fr1fi2 33
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CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
Rrc,o+ loLDArE oF rNSpEcrIoN: l1 - 27 - O-7 r^ERMIT NUMBER:
SITE ADDRESS:
\PROJECT NAME: CO
CONTACT PERSON:PHONE: 3OI'
TYPE OF INSPECTION:
'trc 6Nt
U
cil-_/0 (r/
N APPROVED ! NOTAPPROVED
be Call for re-inspection before
proceeding.
Inspector Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
CORRECTIONS
Ok to proceed. Corrections
APPROVED
at next
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.
ll-Y-d7 PERMIT NUMBER: BLDOT - I 02 ,DATE OF INSPECTION:
SITE ADDRESS:
PROJECT NAME: LEE-
CONTACT PERSON:
TYPE OF INSPECTION:
CONTRACTOR:
PHONE:
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q)wt-L AIL]o
! APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections
checked at next inspection
Inspector Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
N NOTAPPROVED
for re-inspection
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
DATE OF INSPECTION:\6-rs -^1 PERMIT NUMBER:RLD 61 - /OL
SITB ADDRBSS:)24 Rnse- Sf
IPROJBCTNAME: /gg co
CONTACT PERSON:
R:
PHONE:
OF INSPECTION:
Z 11
! 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
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 360-385-2294by 3:00 PM the day before you want
the inspection. For Monday inspections' call by 3:00 PM Friday.
PERMIT NUMBER: ih^\ N) - i 8>DATB OF INSPECTION:
SITE ADDRBSS:
PROJECT NAME:CONTRACTOR:
CONTACT PERSON:PHONE:
TYPE INSPECTION:kI{1
/L,
L*
^J F
,T
! APPROVED D APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
Insp Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
?A
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 pM Friday.
A-t -7-Da PERMIT NUMBER: AI DD-7 - ta 2_DATE OF INSPECTION:
SITE ADDRESS:
PROJECT NAME:
CONTACT PERSON:
a
LJ
CONTRACTOR:(-R;PHONE: ,? Al -31"1-7
.-4
TYPE OF'INSPECTION:
$/
rb
! APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections
checked at next inspection
Inspector
Approved plans and permit cord must be on-site
be assessed if work is not ready for inspection.
Date
! NOTAPPROVED
Call for re-inspection
and avqilable crt time of inspection. A re-inspectionfee may
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
For Monday inspections, call by 3:00 PM Friday.
/
DATE OF'INSPECTION:
SITE ADDRESS:
PROJECT NAME:
CONTACT PERSON:
TYPE OF INSPECTION:
C
PERMIT NUMBER:
CONTRACTOR:
PHONE:
q
ha JE SCL SFP-
O rl -sr
30_OD
+
.'tJ
is iJ
t e
! APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
p
Inspector Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspectionfee may
be assessed if work is not ready for inspection.
R, *{
F
],
*-
ll
*
'/'tt (
)It"".CITY OF PORT TOWNSEND
STREET & UTILITY INSPECTION REPORT,;'.
U2ol-l oz
D
%ERMIT NUMBER:
,Site Address
Contractor
Owner l*ee*
Date of lnspection
Worksite or Cell Phone#
tr Sewer Main'/ Manhole
tr Side Sewer
tr Water Main
O Street Prep
K PercTes;t-
EA
tr Street Paving
tr Driveway Prep / lnstallation
tr Storm Drainage / Culvert
tr Trail(s)
E Erosion / Sediment Control
,.tr Hydrant
tr ROW Landscaping
tr Temporary Occupancy
tr Final lnfrastructure
Additionalfees may be assessed for multiple re-inspections. For Re-inspection, call Inspection Message
1\
Line at (360) 385-2294 prior to 8:00 AM. (NO OCCUPANCY UNTIL APPROVED BY DSD.)
PPROVED D APPROVED WITH CORRECTIONS tr NOT APPROVED
sEE BELOW SEE COMMENT(S) BELOW
..4'rtt-\O l,t. ,\' ,t,,i.t,V) \t 1,+
li
i n;,_ i[l.l L. t,t+. | '),'' Lr \ t" W I f-1.,. r'f L- ''.
Approved plans and permit card must be on-site and available at time of inspection.
lnspector
ii..n,l.. ,t !A"','.;r Iii'' ,.'ir(:l Date
, '! .' \!, ..-: '" . .-:/'
Acknowledged by Date
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City of Port Townsend
Development Services Department
250 Madison Street, Suite 3' Port Townsend, WA 98368
(360) 38s-0644 FAX (360) 344-46ts
June 13,2007
Patricia Lee
1633 Landes Street
Port Townsend, WA 98368
Dear Ms. Lee,
This letter is regarding building permit BLD07-102 submitted May 18 to remodel an accessory building
at224 Rose Street into a single-family residence.
Staff has visited the site, and has determined that in addition to the above building permit a Minor
Improvement Permit (MIP) is required. The MIP is required because the current property does not have
a formal driveway access from Rose Street.
The site plan submitted with BLD07-102 did not indicate a driveway or the location of two on-site
parking spaces (each a minimum of 9 ft. by l9 ft.) required for the single-family residence. Public
Works Inspector Alex Angud witnessed a perc test on May 17. Please submit the same copy of the site
plan showing the location of the proposed 15-foot infiltration trench with the completed MIP. Attached
is an application.
In addition, the City will prepare aNotice to Title that speaks to restricting the use of the
"uninhabitable" existing residence so it does not become another residence. Two residences cannot be
allowed on that lot, unless one was an Accessory Dwelling Unit. The application stated the use of the
existing building would be "aprivate studio...with storage loft." Please tell us what kind of studio (art,
music, etc.?) and if any remodeling work will be done now or in the future to make the structure
habitable. We distinguish storage buildings from studio buildings, as people typically do not spend any
length of time in a storage building, but do in a studio. We want to make sure the existing building
would meet life safety standards if it were being used for an1'thing other than storage.
Please contact me if you have any questions. Thank you.
U)aauv,v^
S assmer
Land Use Development Specialist
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Peesv l/ee Pfgnosed Reqpodel and Addition, a+d Chanee of Use gf Exisfine Reqidence
Proponent
Peggy Lee
1633 Landes Street, Port Townsend, WA 98368
Phone 360-385-2954
Prpiect Sitq
224 Rose Street, Port Townsend, Washington
Parcel #931 403 207
Websteros Addition, Block 32,Lots 5 & 7, South % of Each
Scone of Proiect
The proposed project is to convert an existing shop of 352 square feet to a primary
residence and add an addition of380 square feet.
5L-e
Existins Residence
795 square foot single story structure with storage loft
Existine Shop
Existing single story 352 square feet, with a proposed addition of 380 square feet to
include remodel of existing to bedroom, bath, and utility, and addition to include kitchen,
living, and dining room.
Impervious Surface, Qata
224 Rose Street, Port Townsend
. Lot Size: 5,000 square feet. Existing Structures [with overhangs]:
o f - i'" Le u s-ed 0",r Ly &r S1"r ryn " sw
Shop:
Shop Slab:
412 sf
80 sf
ExistingUninhabitableHouse: !65_sf
Total Lot Coverage = 11357 sf
Proposed Addition to Shop:382-qf
Total Impervious Surface= 1n739 sf
Percentage of Impervious Surface:34.8%
Percolatipn Test Dqta
Percolation rate results are 12" in 15 minutes which equals 0.8 inches per foot rate.
The proposed roof area of the subject project is less than 1,000 square feet of contributing
area, and Per Table 1, "Infiltration Trench Length" the infiltration trench length defaults
to the fifteen [15] foot minimum.
:
C:\Documents and Settings\TomWly Documents\Business\Business Statements 2007\Lee Remodel-Addition\Lee Project Impervious
Surface Data.do c 5 / 18 /2007
The proponent will provide positive connection to downspouts from the roof areas and
place underground tight-line to the infiltration trench. The trench itself will meet basic
infiltration trench design standards. See the project plot plan for graphic details.
Prepared by T. Aumock, Aumock Designworks
C:\Documents and Settings\TomMy Documents\Business\Business Statemerrts 2007\Lee Remodel-Addition\Lee Project Impervious
Surface Data.do c 5 / l8/20M
)
Lee Residence
GENERATTi NOTES. SPECTFICATTONS. ANp CgNSTBTJCTTON NO.TES
1. All work shall conform to the applicable International Building Codes and standards. In case of any
conflict from the method or standards of construction or materials of plan calls, the I.R.C. code, code
standards, and manufacturer's installation standards shall govern, at a minimum.
2. Design based on the loading conditions noted on "Basis of Design" sheet, however, the International
Residential Code and International Building Code, and Washington State Energy Codes prevail.
3. All information shown on the drawings is relative to existing and known conditions, and is given as
the best present knowledge. Owner and Contractor shall field verif, all existing conditions for site layout
and construction.
4. Unless otherwise indicated, dimensions for all work are measured from face of stud.
5. Owner and contractor shall veriff all plan design and construction elements, from design plans, and
from independent architect's specific engineering and design drawings. Do not scale drawings.
6. Numbered dimensions normally take precedence over scaled dimensions. In general, dimension
should not be scaled from drawings. All plan dimensions shall be confirmed by contractor for items such
as washer and dryer, hot-water tank, sinks, etc.
7 . Drainage at footings to be provided per plan call. Drain to daylight whenever possible.
8. Any engineered wood joist spans shall be solid blocked or bridged at mid-span or every 8'-0" on
center whichever is more frequent, or manufactureros standard for manufactured joists.
9. All windows within 24 inches of doors, and 18 inches of the floor line shall be safety glazing, as
consistent with the I.R.C.
10. Owner and contractor shall veriff all window and door location, size and dimensions, type, style,
operation, swing path, and hardware requirements.
11. Owner is responsible for all final choice plumbing fixtures and trim, and compatibility with drawings.
12. All electrical to comply with National Electrical Code currently in force
13. Owner and contractor shall be responsible for final compliance with Washington State Indoor Air
Quality Code, and Washington State Energy Code as per plan.
14. The contractor shall be responsible for providing all wall blocking as required for all wall and ceiling
mounted items, and other as located by owner specifications.
15. All construction shall be stabilized against lateral movement in accordance with the requirements of
the International Residential Code; as specified by the plans of record submittals, and at plan calls and
any attached plan specifications by others.
C:\Documents and Seftings\TomWly Documents\Specifications\Design Specification\General Notes.doc s/6D007
16. Provide double joists below all parallel partitions, above and around all openings not indicated on
drawings, unless manufactured joist headers are used per manufacturer's specifications.
17. Plumbing in unheated areas shall be insulated to R-3 minimum.
18. All concrete to be 2000 PSI minimum at28 day duration, or as required by the I.R.C.
19. Soil bearing to be assumed or confirmed to be 2000 psf minimum, or as required by the I.R.C.
20. Rebar to be 40 grade steel minimum, or as required by the I.R.C.
21. All wood lumber plan calls used in construction of exterior decks shall be treated. Fasteners for
treated wood (nails, bolts, screws, hardware, etc.) shall be galvanized or manufactured for outdoor use
when used in lieu of plan calls. Railing may be of cedar meeting I.R.C. requirements, if specified by
owner.
22. Y erify all music/audio/computerA/ideo/CATV requirements of owner.
23. Owner to verify any and all existing private land/building code, covenants, and restrictions for the
subject property, and shall seek building approvals with City of Port Townsend, Washington prior to plan
initiation.
C:\Documents and Settings\Tom\My Documents\Specifications\Design Specification\General Notes.doc 5t6t2007
Lee Resident"ial Remodel
International Residential Code, 2003 Edition
DESIGN CRITERIA
' Seismic Design Category @D-2. RoofSnowLoad@25 PSFr Wind I-oad @ 85 mph. Wind Exposure @CategoryB
' Stories: One [1] with "Loft" fTotal Two Floors]
BASIS OF DESIGN: RESIDENCE RAFTERASSEMBLY
Loadine from IRQ,TaFle 8301.6 For Roof Apsemblv. Roof Pitch: 10:12. Roof Dead Load = 10#r Roof LiveLoad:12#
lVlfr'd Trusses and engineering. 24 inches on center and Simpson Hl.5 or equal hold-downs
Roof framine fastening sche4uler Per Table R602.3.[1] and R802.5.1[9]
BASIS OF DESIGN: FLOORASSEMBLY
Allowable Loadine from IRC Table R301.5. Live Load:4D# [Default Highest Value]lr Dead Load:10#. Floorjoist spacing: 16" o.c.. Allowable Deflection :L1360 per IRC Table 301.7
Joipt Calls from 4gise Cascade Besidential Floor Snan.kble - 14'-6" PIan Call Span. Allowable Deflection:L1360 but defaults to Boise Cascade Table @L480r Joist Max. Plan Call Span: 14'-6". Joist Spacing: 16" O.C.r Use 9-I/2" BCI 5000-1.7 Series Joist il5'-7" maximum Mfr. span allowancel
Floor framine fastgnins Scheduler Per Table R602.3.[1] and R802.5.I [9]
Sogrces:
Owner and Builder Specifications
Inlernatiorul Residential Code, 2003 Edition. International Code Council
International Buildine Code, 2003 Edition. International Code Council
Plan Analvst, IHC Global. and ICC
International Building Code. 2003 Editio.n. International Code Council
BJ!: Boise Specifier Guide WSG 1l/2005
Sirypp&n 6!rcus Tie:lMood Constuction Connectors, C-2006
) ---)
I
C:\Documents and Settings\Tom\My Documents\Specifications\Design Specification\Crawl Ventilation Calculation.doc
5l6DOO7
LEE : CRAWL VENTILATION CALCULATION
Formula:
16" x 6" vent :96 sq. inches : 0.67 sq. feet
Required Vent Area
Ratio l-150.l
0.67
Ventilation Calculations
Crawl Area in SF :
Ventilation Ratio in SF :
Typical Mfr. Vent [6 x 6] :
Ventilation Area Required :
Number of Mfr. Vents Req'd :
: Number of Vents
336 s.f.
I 50:1
0.67 s.f.
2.24 s.f.
4 vents Min.
o
a
a
a
a
LEE RESIDENTIAL REMODEL
Prescriptive Method Specification Sheet
For Braced Wall Lines and Panels
International Residential Code, 2003 Edition
Desiqn C{ileriqo Wind Load: <85 mph. Seismic Zone: D2
r Exposure: Co Live Loads: per IRC Table R301.5r Allowable Deflections: per IRC Table R301.7o Wall Height[s]: l't Story = 8 feet
Proqgsed Coqnliance Path Elemqntsil
nd
tr
n
Exterior Braced Wall Lines
Interior Braced Wall Lines
Alternate bracsd wall panels
Cripple Wall Bracing
Other:
fl Continuous sffuctural panel sheathing
fl Interior Braced Wall Line Fndn. Support
Brace4 Wall Method bv Plan 94Il Qvmbol:
Wood structural panel sheathing with a thickness not less than 5 /16 inch for 16-
inch stud spacing and not less than 3 /8 inch for 24-inch stud spacing. Wood
structural panels shall be installed in accordance with Table R602.3(3). Each
braced wall panel shall be at least 48 inches in length, covering a minimum of
three stud spaces where studs are spaced 16 inches on-center and covering a
minimum of two stud spaces where studs are spaced 24 inches on center.
96 inches in length applied to one face of a braced wall with rypsum board with
minimum I /2 -inch thickness placed on studs spaced a maximum of 24-inches
on center and fastened at 7 inches on center with the size nails specified in Table
R602.3(1) for sheathing and Table R702.3.5 for interior gypsum board.
48 inches in length where applied to both faces of a braced wall panel with
gypsum board with minimum I /2 -inch thickness placed on studs spaced a
maximum of 24-inches on center and fastened at 7 inches on center with the size
nails specified in Table R602.3(1) for sheathing and Table R702.3.5 for interior
gypsum board
Y
v
v
I SteppedFoundation
Alternate braced wall panels constructed in accordance with Section
R602.10.6 permitted to replace any of the above methods of braced wall
panels. Simpson Strong-Wall Shear Panel-wood, per ES Report No. PFC-
5485, ICBO Evaluation Service, Inc. are an accepted inclusion
v
FRAMING AI\D CONNECTIONS
The framing and connection details of buildings located in Seismic Design Categories Dl and D2
shall be in accordance with Sections R602. I 1 . I through R602. 1 1 .3.
WALL AIYCIIORAGE
Braced wall line sills shall be anchored to concrete or masonry foundations in accordance
with Sections R403.1.6 and R502.11. For all buildings in Seismic Design Categodes Dl and D2
and townhouses in Seismic Design Category C, plate washers, a minimum of 3 116 inch by 2
inches by 2 inches in size, shall be provided between the foundation sill plate and the nut.
ALTERNATE BRACED WALL PAI\-EL METHOI)
Alternate braced wall lines constructed in accordance with one of the following provisions shall
be permitted to replace each 4 feet of braced wall panel. Lengths of alternate braced wall panels
shall be in accordance with Section R602.10.6.
One-storv buildinss Alternative Braced Wall Panel
Each panel shall have a length ofnot less than 2 feet,8 inches and a height ofnot more than 10
feet. Simpson Strong-Wall Shear Panel-wood, per ES Report No. PFC-5485, ICBO Evaluation
Service, Inc. may deviate from this standard.
Each panel shall be sheathed on one face with 3 /8 -inch-minimum-thickness wood structural
panel sheathing nailed with 8d common or galvanized box nails in accordance with Table
R602.3(1) and blocked at all wood structural panel sheathing edges.
Two anchor bolts installed in accordance with Figure R403.1(1) shall be provided in each panel.
Anchor bolts shall be placed at panel quarter points. Each panel end stud shall have a tie-down
device fastened to the foundation, capable of providing an uplift capacity of at least 1,800 pounds.
Provide minimum of two (2) anchor bolts installed in accordance with IBC, into foundation wall
at each panel placed a panel quarter-points and Simpson HPAHD22 hold-down at concrete wall
(Min. 1800# uplift capacity rating) installed per manufacturer's specifications.
The panels shall be supported directly on a foundation or on floor framing supported directly on a
foundation, which is continuous across the entire length of the braced wall line. This foundation
shall be reinforced with not less than one No. 4 (min. grade 40) bar top and bottom.
When the continuous foundation is required to have a depth greater than 12 inches, a minimum
12-inch-by-12-inch continuous footing or turned down slab edge is permitted at door openings in
the braced wall line. This continuous footing or tumed down slab edge shall be reinforced with
not less than one No. 4 (min. grade 40) bar top and bottom. This reinforcement shall be lapped 15
inches with the reinforcement required in the continuous foundation located directly under the
braced wall line.
PANEL JOINTS
All vertical joints of panel sheathing shall occur over studs. Horizontal joints in braced wall
panels shall occur over blocking of a minimum of 1-1 12 inchthickness.
COI\NECTIONS
Braced wall panel sole plates shall be fastened to the floor framing and top plates shall be
connected to the framing above in accordance with Table R602.3(1). Sills shall be fastened to the
foundation or slab in accordance with Sections R403.1.6 and R602.11. Where joists are
perpendicular to the braced wall lines above, blocking shall be provided under and in line with
the braced wall panels.
SHEAT4ING ATTACIIMENT
Adhesive attachment of wall sheathing shall not be permitted in Seismic Design Category D2
))
FRAMTNG ANQ COI{|IECTTONS
The framing and connection details of buildings located in Seismic Desigu Categories DI andD2
shall be in accordance with Sections R602.I 1.1 through R602.1 1.3.
WALL A|ICHqRAGE
Braced wall line sills shall be anchored to concrete or masonry foundations in accordance
with Sections R403.1.6 and R602.11. For all buildings in Seismic Design Categories Dl and D2
and townhouses in Seismic Design Category C, plate washers, a minimum of 3 116 inch by 2
inches by 2 inches in size, shall be provided between the foundation sill plate and the nut.
I
Parcel Details
Parcel Number: 93140320
Page 1 of2
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Parcel Number: 93L443207
Owner Mailing Address:
PATRICIA LEE
1633 LANDES ST
PORT TOWNSEND WA9B36BB32B
Site Address:
224 ROSE ST
PORT TOWNSEND 98368
Section: 2
Qtr Section: SW1/4
Township: 30N
Range: lW
Sub Division : WEBSTER'S
Aclqrqq*r'q I ;,rnrl lJqo l-ne'l<r'
ffnfis'*ten Fn*estd!v
School District: Port Townsend (50)
Fire Dist: Port Townsend (B)
Tax Status: Taxable
Tax Code: 100
Planning area: Port Townsend (1)
1100 - HOUSES (single units, non-farm)
Property Description:
WEBSTER'S I BLK 32 | 5 & 7 (S r/2 OF EA,) I WrrH EASE I
Click on photo for larger image.
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http://www.co jefferson.wa.us/assessors/parcel/parceldetail.asp?PARCEL_NO:93 I403201 512912007
Assessor Detail Building #1 Page 1 of 1
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Parcel Number: 93t4A32O7
Hraiidinq Nr*mber Yemr$s€!*Yean Rernode$md
1 lo 0
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Building Type: HOUSE
Building Style: 1.5 STY (FIN)
Foundation : POST & BLOCK/PIERS
Exterior: SIDING/STUCCO (LAP)
Roof Cover:WOOD SHINGLE
lst Floor Ateai 776
2nd Floor Area: 192ri-iirf? i"", t?oY
r-oft Area: o 89Y)4,
ilfflf#^:::,fY
lnt, Walls (Cabin):
leafl-EL{CTRIC BB/WALL
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=loor Cover (2):
ffiuiEdin* Rs$$rs ffisbEEe *lorne Saveqe
Bedrooms:0
Full Baths: 0
Half Baths: 0
Make:
Model:
Length:
width:
Year Built
Skirting:
Area: 0
rype:
Area: 0
Exterior:
Roof:
Carport Square Footage: 0
1s€ Additle*r's 2*d Addfit*sn
l-ype: Additions
\rea: 352
rear auilt16gz\
ixterior: PV#n
loof: Composition
fype:
Area: 0
t/ear Built: 0
lxterior:
Roof:
3"m wieus e*:**her bu$ld$ng mss$q:Emted wfitl.c th*m marcefr. Se$mct bxlld*ng r * H S
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http://www.co jefferson.wa.us/assessors/parcel/assessordetail.asp?Parcel_NO:931403207 512912007
Legal Description:
Land Use Checklist
_r lL-32
,s a .r lz af
Location:o sr.A+ts
Zoning ffr
Recorded Plat Shows Lot Size as:5CX(Oa/ ;L**+< 6n,
Assessor Shows: | -/
ArcReader Shows
Critical Area?AJU-| fitzwp ps),
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Other Permits?
Part of a Plat or BSP or PUD? (Conditions, Tree Conserv...)AJs
Site Visit?
Building meets setbacks?'DoPs^'t hotr- [th* +L-.- {*+ o- Sorlkr,Ju drc,r,
Building meets lot coverage?A,Vs
Notice to Title needed?& rhaw
Restrictive Covenant needed? /1f o "
Lots of Record needed?No,,
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Receipt Nunber:
BLD07-102
BL]]0T-102
BLD07-102
BLD07-102
BLD07-102
931403207
931403207
931403207
931403207
931403207
$11.46
$4.50
$150.00
$573.05
$10.00
Total:
$1r.46
$4.50
$150.00
$573.05
$10.00
$o.oo
$0.00
$0.00
$0.00
$0.00
Technology Fee for Building Permit
State Bullding Code CouncilFee
Plumbing Permit Fee per llrelling L
Building Permit Fee
Record Retention Fee for Building P
$749.01
07-0454
CHECK
0511812007 Plan Review Fee
131
Total
$150.00 BLD07-102
$ 749.01
$749.01
genprntrreceipts Fage 1 of 1
Receipt Nunber:
BLDOT-102 931443207 Plan Review Fee $150.00
Total:
$150.00 $0.00
$150.00
CHECK 124 $ 150.00
Total $150.00
genprntrreceipts Fbge 1of 1