HomeMy WebLinkAboutBLD07-149BIJILDING PERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Torvnsend, WA 98368
(360)379-s09s
Project Information
Permit Type Residential - Single Family - New
Site Address I120 55TH STREET
Project Description
New single-family home with garage
Permit #
Project Name
Parcel #
BLD07-149
NEW SFR
97290t40A2
Fee Information
Project Valuation
Site Address Fee
Building Permit Fee
Energy Code Fee - New Single
Family Unit
Mechanical Permit Fee per Dwelling
Unit - New Residential
Plan Review Fee
Plumbing Permit Fee per Dwelling
Unit - New Residential
State Building Code Council Fee
Technology Fee for Building Permit
Record Retention Fee for Building
Permit
Plan Revierv Fee
s218,505.78
3.00
I,660.l5
100.00
Project Details
Decks - Residential
Dwellings - Type V Wood Frame
Private Garages - Wood Frame Addition
r40 SQFT
2,020 SQFT
1,006 SQFT
r 50.00
Units: I
Bedrooms: 3
Bathrooms: 3
Heat Type: PROPANE
Construction Type:
Occupancy Type:
1,079. r 0
150.00
4.50
33.20
10.00
Total Fees
25.00
3,214.95
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.
Thegrantin-qofthispermitshallnotbeconstruedasapproval toviolateanyprovisionsofthePTMCorotherlawsorregulations. Icertifo
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 lhe owner ofthe property or authorized agent ofthe owner.
Print Name Datelssued: ll11212008
IssuedBy: PWESTERFIELD
Date Expires: A5/t l/2009SignatureDate
City of Port Townsbnd
Development Services Department
250 Madison Street, Suite 3, Port Torvnsend, WA 98368
(360)379-s09s
BIJILDING PtrRMIT
Project Information
Permit Type Residential - Single Family - New
Site Address I120 55TH STREET
Project Description
New single-family home with garage
Permit #
Pro.iect Name
Parcel #
BLD07-149
NEW SFR
912904002
Names Associated with this Project
Type Name Contact
Applicant Hockaday Stephen
Owner The Sand Dragon Trust
Contractor Custom Built Structures Mike Gildea
Inc
Contractor Custom Built Structures Mike Gildea
Inc
Phone #
(360) 732-4242
License
Type License # Exp Date
(42s) 718-31s1 CrTY 1096 t2t3U2008
(42s)778-31sr STATE CUSTOBS9Slk Ost02/2009
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 lg0
days. Work is verified by obtaining a valid inspection.
ThegrantingofthispermitshallnotbeconstruedasapprovaltoviolateanyprovisionsofthePTMCorotherlawsorregulations. Icerlify
that the infonnation provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify
that I am the owner ofthe properfy or authorized agent ofthe owner.
Date ll IL
Print Name t {og1^*p. "-
Signature 8
Datelssued: 1111212008
lssuedBl: PWESTERI-tELD
Date Expires: 05/l I 12009
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BIJILDING PtrRMIT
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 I120 55TH STREET
Project Description
New single-family home with garage
Permit #
Project Name
Parcel #
BLD07-r49
NEW SFR
912904002
Names Associated with this Project
Type Name
Applicant Hockaday Stephen
Owner The Sand Dragon Trust
Contractor Custom Built Strucfures Inc
Contractor Custom Built Shucfures Inc
License
Contact Phone #
(360) 732-4242
Type License # Exp Date
Mike Gildea
Mike Gildea
(42s) 7',78-31s1
(42s) 7',l8-3tst
CITY
STATE
7096 t2/3U2001
cu sToB s9 s0k 0 s / 02 / 2009
Fee Informotion Project Details
Decks - Residential
Dwellings - Type V Wood Frame
Private Garages Wood Frame Addition
Project Valuation
Building Permit Fee
Plan Review Fee
State Building Code Council Fee
Technology Fee for Building Permit
Record Retention Fee for Building
Permit
$2 l 8.s05.78
1,660.15
1,019.lo
4.50
33.20
10.00
140 SQFT
2,020 SQFT
I,006 SQFT
Total Fees $2,786.95
Call 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify
that the information provided as a part of the ication for this permit is true and accurate to the best of my knowledge. I funher certify
agent ofthe owner.that I am the owner of
Date Issued
lssued By:
08/28/2007
PWESTERF]ELI)
Print Name
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BIO0?-f49
I
Development Selwices
idential Building Permit Application
) Applications by mail must include a check for initial plan review fee of 91S0) See the "Reside Building Permit Application Requirements" for details on
plan submittal rements
I hereby certify that the information provided is correct, that I am either the owner or a io
and that all activities with this permit will be in accordance with State Laws and
Print Name:
B
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LD()6-oo<DPo6-o66"
of the owner
Municipal Code
Project Address: I
I
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,"tr o tFoo '2_Parcel # 91
Legal Description (or Tax #)
Addition: Mor.j.fe nr
3
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Lot(s
Block: zt-o
Project Descriptio
Property Owner:
Address: Po B
Phone: 34,5 -"
Email: ^/rA,L€
Name
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es
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Email. MA,tLg
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City/SUZip ?a
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Name
Address:
S6'lp t^/,A 98
oe
l71L
g'2t'9'
aJ
Contractor:
Name: M ( KE
State License#'.co
City Business Licen
C 2A€rs
Address S-r O
H8
Email:
G tLI)6 A
Soi
B S95er rcBEx p: t4o2
i(e>
SI
9og
l2 {+l sf
Lender lnformation:
Lender information must be provided for projects
over $5,000 in valuation per RCW 19.22.095.
Name: NONE
Project Valuation:l5a o O
Building lnformation (square feet):
1't floor -1+ o Garage:ioo6
2"d floor / AB o
3'd floor
Deck(s):lt*o
Porch(es):_
Basement: N. A ls it finished? yes No
Carport: N.A Other
Manufactured Home fl ADU u
Newts Addition n RemodetiRepair u
Total Lot Coverage (Buildi ng Footprint):v" 3s'kSquare feet:i,7+6
lmpervious Surface:
Square feet: 2, +t- I :
^{
lt'.
t. i.)
NAny known wetlands on the property? Y
Any steep slopes (>15o/o)? Y
Signature
Ef./c A
Date:e JUL. 2 5 iti:.','
o7
$[:P 1 B 2i]il{i
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Itl (;ii: ii VtE
OITY OT PORT TOlryNSEND
DSD
City of Port Townsend
Development Services Department
250 Madiscn Street, Suite 3
Port Townsend WA 98368
360-379-5095 Fax360-344-4619
'g*tr^tw Fot4
RE#HTtott*FO BUILDING PERMIT # B;-X> O? - ] +2 Revision #
owNER: s-a'- D t>r\,-ia-u sr ADDRESS: ll 2 o 5-5:R sr
Total Value of Revision: $/f ^
Impervious Surface Change? ! yes
nNo
Revisions require 2 sets of plans and a written scope of workthat fully describes the proposed change plus anyadditional information that will be of assistance inissuing your revision. If your plans were stamped by a designprofessional, all revision submittals require a stamp with a wet signature. Be auaie that changes io the existin{
approved plans may also require vou to revise your original building permit application (lot cloverage, impervious
surface, structure square footage, etc.) and energy code documents (changing-*itrdo*r, L"at rour.", et".ftoconform to your proposed changes.
Scope ofwork:€r> P t-a,"-t Pt?..u-.r r>6q b6,;*r,oF<r\ f) aa.,^l T>€'-r^it Ita /1<\ N erz6 -iE l2p'T t O
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Applicant Date
OFFICE USE ONLY:
Submittal date: ? -/8- o(Two sets of plans for revision:ry4
Approval of engineer of record (if original plans engineered): tr Yes tr No n NA
P:\DSD\Department Forms\Building Forms\Application-Revis ion.doc
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.
Iln o) _ /qqDATE OF INSPECTION:
SITB ADDRESS:
PROJECT NAME:
CONTACT PERSON:
TYPE OF INSPECTION:
PERMIT
CONTRACTOR:
PHONE:
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APPROVED ! APPROVED WITH
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Ok to proceed. Corrections will be
checked at next inspection.-. :|
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! NOTAPPROVED
Call for re-inspection before
Inspector
:,/ J
/ - ,'(.' "-'
n
/ z'(tfr
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.
DATE OF'INSPECTION: 1-al 3 PERMIT NUMBER:tl^SITE ADDRESS:
PROJECT NAME:CONTRACTOR:
CONTACT PERSON:PHONE:
TYPE OF INSPECTION:L
t\
tr APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
APPROVED
for re-inspection before
p roceeding.
Inspector '[/C*$'6 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 readyfor inspection.
l
Jefferson Gounty DCD Building Division
Gorrection Notice
PERMIT NUMBER
OWNER
JOB LOCATION ^fc
lnspection of this structure has found the
cJ
violations
You are hereby notified that no more work shall be done
the above ations are corrected, unless noted
been inspection.
Date
BUILDING DIV 379-4450
upon these Premises until
. When corrections have
N HOTLINE(360) 379-4455
THI S NOTICE MU ST B E KEPT WITH APPROVED P LANS ON SITE
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Inspection Report
Project Permit #
lnspection & NotesDateIIlspector
VLqk \N€-
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CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspectionso 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:6-12 rr9.,PERMIT NUMBER:
SITE ADDRESS:
PROJECT NAME:CONTRACTOR:
CONTACT PERSON:PHONE:
TYPE OF INSPECTION:
t(1r
\
tr APPROVED Vo*r*ouED wrrH/cbnnncrroNs
Ok\to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
Inspector Date S-,.Q
Approved plans and permit card must be on-site ond availoble at time of inspection. A re-inspection fee may
be assessed if work is not readyfor inspection.
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CITY OF PORT TOWNSEND
Building and Community Development
BILLING STATEMENT
-2.:_)f
(Name)
7
(Address)llzo ss '7il *TEaar"
, @ate)6t\ c? -: l'rq
(Permit Number- if applicable)
REWSION NUMBER:I
@hone)
$REINSPECTION FEES (tr R-2040 tr c-2041)
($47.00)
($50.00/hour, minimum $25.00)
$_ RESTDENTTAL T. C. O. TNSPECTTON (R-2020)
($e7.oo)
$COMMERCTAL T. C. O. TNSPECTTON (C-2O2t\
($147.00)
$SPECTAL TNSPECTION (tr R-2099 O C-2098)
($47.00/hour, I hour
$ orHER(tr_J
s Z5@cl pr.Ar.r REVrsroN FEE (tr R-2030 o c-2031)
0c)1>+TOTAL DUE $
Building and Permit Fees
Revision Valuation
Originat Permit Valuation
Total Valuation
Fees due based on
Total Valuation(a++c)
(D $ _ PlanReviewFee
(d) $
(e) $PlanRevisionFee 6-aa;
(e) $
Previous Fees Paid (a=e-rg
BuildingPermit Fee
$
$
$
(a) $
o)$
(c) $
Building Permit Fee
PlanReviewFee
Revise d I /6/0 0 lB c d 1t ermits\fotmslBlLlSTlutT. do c
TIANK YOUI
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.
TE OF INSPECTION:lb' 21- 01 pERMrr NUMBER: [4 LDhl - l4q
SITE ADDRESS:
PROJECT NAME:CONTRACTOR:
CONTACT PERSON:PHONE:
TYPE OF INSPECTION:Fnrrhnl n*u"", / <.Lhflt
U
N APPROVED N APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
Inspector Date
Approved plans and permit card mttst be on-site and avoiloble 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.
DATE OF'INSPECTION:q -28-b1 PERMIT NUMBER:o7- t4q
SITE ADDRESS:llzQ =
PROJECT NAME:CONTRACTOR:a
CONTACT PERSON:5EU€ *naztqz4z PHoNE: ZAS-<13<1s
TYPE OF INSPECTION:3
I
('
cc
tu \,
g a C
N APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
Inspector Date
Approved plans and permit card must be on-site and availqble at time of inspection. A re-inspectionfee may
be assessed if work is not readyfor 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-A-b7 PERMIT NUMBER:Bl nn? -nqDATB OF INSPBCTION:
SITB ADDRESS:
PROJECT NAME:HocLa Aa,u CONTRACTOR:
CONTACT PERSON:
TYPE OF INSPECTION:
PHoNE:41,5 ?-79 3L5
o
I] APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
N NOTAPPROVED
CalI for re-inspection before
Inspector Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
I
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.
66 07-/DATE OF'INSPECTION:
SITB ADDRESS:
PROJECT NAME:
CONTACT PERSON:
TYPE OF INSPECTION:
PERMIT NUMBER:
CONTRACTOR:
PHONE: ,1
O-
eLo d//
L
l"tStttX
,4 ei
! APPROVED
Insp
N APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOT APPROVEI)
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.
fli{n- -3b0 -t/6 i* 't>ft'l
A re-inspection fee may
l
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t City of Port Townsend
Development Services Department
250 Madison Street, Suite 3
Port Townsend WA 98368
360-379-5095 Fax 360-344-4619
REVISION TO BUILDING PERMIT #Revision # I
OWNER:Ss.^ro n zl ^^J -(-EgS< SITE ADDRESS:s R st
Total Value of Revision: $so Impervious Surface Change? n Yes_
dNo
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 auare that changes to the existing
approved plans may also require yqu 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 of work:4Ls qF .Z-l V r nlG S P E Ao-oa .r'l .-t v G 12
l/t-g
2aQa,AE,
Mt FJo€- lLGwtSraJ9 fn r^lfaarcs W Al.u-S
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fpter..i N <r<_l<sU>ay
Date
38 s -+s+ s
OFFICE USE ONLY:
Submittal date Two sets of plans for revision:
Approval of engineer of record (if original plans engineered): tr Yes tr No tr NA
P:\DSD\Department Forms\Building Forms\Application-Revision.doc
JARNOT ENGINEERIIUG, INC.
2541+127th St. SE
MONROE, WA98272
PH. {3601 863-1831
FAX (3601 863-1481
JOB
SHEET NO.OF
CALCULATED BY
-
CHECKED BY-
DATE
DATE
SCALE
EXPIRES 4I'IO I
PROJECT 9AND D TRUST tsUILDING
LOCATION:PORT IIAD WA
CLIENT:CUgTOM DUILT STRUCTUREg
JEI JOB NO.:07 -06- t 02
CODE 2003 tBC
LIVE LOADS:
FLOOR 40 ?5r
SNOW 25 ?5r
WIND'B5 MPH TX? C
SEISMIC:
DESIGN CATEGORY D, 9ITT CLA99 D
DEAD LOADS.
ROOF:5 P5r
FLOOR:
SOIL:
BEARING
I.ATERAL:
A
li.i t1n: ll 1{iJilcrl:ii-i
JARNOT ENGINEERING, INC.
25414-127th Sr. SE
MONROE, WA98272
PH. (360) 863-1831
FA)( (360) 863-148{
9AND @1-lo-l@9
SHEET NO,OF
CALCUI-ATEDBY- DATE-
CHECKEO BY
-
2
E
xlb'
tltN
2:1
$Aa.t $"Loceg*
40 >o
130
60>o
122
lbo
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JARNOT ENGINEERING, INC.
25414-127th St. SE
MONROE, W498272
PH. (360) 863-1831
FAX (360) 863-1481
gAND DRAGON 01-1@-lO'
SHEET NO,
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-
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gAND DMGON 07-06-t02JARNOT ENGINEERING, INC.
25414-L27th St. SE
MONR0E, WA98272
PH. t3601863-1831
FAX 13601863-1481
JOB
SHEET NO.4*OF
CALCULATED BY TJ9
CHECKED BY-
to-29-o7
DATE
DATE
SCALE
LATERAL
WIND: Values lor amglfied method lrom A5CE7 Fqure 6-2
A5 MPI.I EXP. ts I;
Mean Roof lleqhf: 23.O kzti
Eave herqht: l9.O
Mrn horv Vlan dm: 40.O
l= l.OO
2a: 8.O
l- TO RIDGE (plf)
I IWALL I IROOr
Vz: 4.O 9.O
Vr: 9'O
Vean= 4.O 5.O
Note: corner loads are n addtbon lo "matn" loads
Gable fr,?
^tn42 t9 130
95 42 90
42 t9 90
l.o
t.o
Marn
Gable
Corner
fl,?
Corner
Roof prlch:
Wnd pressures:
Wall corner:
Wall man:
?oot corner:
Roof marn:
q.t,
15.2 lZone Al
I O.5 lZone Cl
O.O lZone Dl
O.O lZone Dl
llTo RIDGE (plf)
llwn'r
Gable frr? Dormer
Heoor lleoor llwar r lO psf mrn
Wnd Area I
L P Mod-
Wnd Area 2
L P Mod-
Wnd Area 3
L P Mod-
Wnd Area 4
L P Mod*
Aq
85
to, I
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20
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1.77
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3.50
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2.67
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2.67
4.56
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SAND DRAGON 07-06-t02JARNOT ENGINEERING, INC.
25414-t27th St. SE
MoNROE, WA98272
PH. (3601863-183r
EAX {s601 863-1481
SHEET NO-
c,
OF
TJ5
DATE
DATE
to-29-o7
CALCULATED BY
CHECKED BY-
SCALE
Sfl5MlC
V : O.7.9os-I-W o.o97 w (Multrply by O.7 lor A9D)
C,J5,
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)now load: 25 psl 1ersmc DL: O l.2O. 5n rf 5n>3Ol
WEIGI-IT: FLR 2
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ROOF t5?3r@3.35+23.23):
EXt WALIS 8P5F. 4. 2(4O+55):
tNT WALLS 7P3F.4(- r)(40+55)--
30.54
6.O8
2.66
2,q ?
rLR I
Story l1t: I rlooR toP1r@o.32+20.?3):
EXT WALLS 8P3T-?- 2(40+55):
tNT WALL9 2.66+7.4(-.5)(4O+55):
t7.45
t3.68
2AO
Wt:
35.t
74.4
7,21
SEISMIC DI9TRItsUTION
74.4 E: t O59 7.2t
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f y,/W 7^ : O.4. O.7" 1oe-I-WW: O.252
5IjEAR WALLS DIAPITMGM9
LEVEL h Wh Vwh/Ewh Xfr Ew'tfrDw,F"lwP^tw
L 39.3 t6 707.7 4.62 4.62 ea2 o.t 23 o.t26 AAE
35. I to 35t.2 2.39 7.2t 74.4 o.o97 o.t 26 4.42
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gAND,MGON Q7-O6-t02JARNOT ENGINEERING, INC.
254l+t27th Sr. SE
MONROE, W498272
PH. {3601 863-1831
FAX 1360) 8ffi-r481
JOB
SHEET NO.
(p
OF
CALCULATED BY TJ9
CHECKED BY-
to-29-o7
DATE
DATE
c^6t F
REDUNDANCY
Az:40*32+23-20.2:
VoVsL V
1745 Ar=t745
Ltne Lw Penmeter BavE
2.t o,63
(\ 27
3.O5 47.O Y
t.77 32.O Y
ELw: 73.O
Mrn wallr 32.O > h:> com?hes
Mn bays >2 Comples
rtqI t.u
a.o
Redundancy Check a:
Redvndancy Check b:Overall: Comphes
Lrne VoVsL Lw Penmeter Bays
2.4,
2.8
2.C
o.37
o.50
o. r3
t.77
2.4 t
o.64
27.O
2l.o
t7.9
Y
Y
Y
6.8
5.3
4,5
Kedvndancy Check a:
Redvndancy Check b:
XLw: 65.9
Mrn wall: 17.? > h comV\es
Mrn bays >2 :> ComV\es Overall: Complee
Lrne V2 VoV
1
VoVEL Lw Penmeler Days
I
a
3.O5
t.77
0.63 4.57 0.63 50.O
o.37 2.65 0,37 22.O
ZW:6
Mrn wall: 22.O > h --> comphes
Mn bays >2 :> Comphes
Y
Y
|.1
Aq
Kedundancy Check a:
Redvndancy Checkb:Overall: Comghes
Lrne V2 VoV
1
VoVsL Lw ?enmeLer Bays
I,A
1.ts
LC
1.77
2.4 t
o.64
o.37 2.65 0.37 29.4
o.50 3.6t o.50 7.9
o. t3 0.96 0. 13 2.7>w:6
Mrn wall: 2.7 Vo Keducbon:
Mn bays < 2 :> Does noL comply
Y
Y
Y
6.5
t.6
o,6
Kedundancy Check a:
Redvndancy Check b:
o.o7
Overall
<.33 Comphes
Comp\es
Numbered Lrnes: p: 1 .9
LeLlered Lrnes: p: LO
Fleo[*rr t"or: t !4BS ltigT€ he''irr;r't!n4 i+wi{c 1-6i}j-{ica,{i3i;, lJ&--f-,S, ,ni. Fer*rhorargh, tiFi O:]{tg r,nrsr..!ojr1j.c.irl flei- l,ji: t-i i3:i:i00ii;'0
gAND I,RAGON 07-06-r02JARNOT ENGINEERING, INC.
254r4-t27th St. SE
MONROE, WA98272
PH. {3601863-183r
F$( (3601863-1481
SHEET NO.
CALCULATED BY
TJ5
CHECKED BY-
OF
to-29-o7
DATE
DATE
SCALE
LINE 2,1
E-L-
vv Mll,l-
t_L-
v.:f/l:
EAE
t.ll
o.a6
47.O
65
P= l.O TYPE: P
li: B
<230 <:WALL TYPE IA
vw:W/L:24
Deaqn:O.7 lv:
T61-E:val1:
t7 <230
O.52 O.T. OK by lnsVectron
WALL TYFE IA
LINE 2.2
c-t-aL- t.t I
W: t.79
Wvr1r: l.7O
L: 32.O
v":fJl: 55
vw:WlL:56
Deaqn:O.7 lv--
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Te1-y7: vy7l1:
P= l.O TYPE: P
H:A
<230 <:WALL TYPE I A
4O
o.44
o.45
<230 WALL TYPE I A
O.T. OK by lnspecbon
LINE 2.4
t: t.77
W: O.82
Wvru: Z.Ob
L: 27.O
v":f/l: 66
vw:WlL:77
Deaqn:O.7 lv:
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T61-y7:vyyll:
P= I'O TYPE: P
H=6
<230 <:WALL TYPE IA
55
o.52
o.62
<230 WALL TYPE I A
O.T. OK by lnsVecbon
LINE 2.8
r: 2.4t
W: Ll6
Wvrrq: 3.12
L: zt.O
v.:f/l: I 15
vw:W/L: | 40
Deaqn:Q.7 lv--
Te1-s:v"11:
Te1-y7: vyTll:
P= l.O TYPE: F
fr:8
<230 <:WALL TYPT IA
t05
o.92
I.t?
<230
O,T. OK by lnspecbon
WALL TYPE I A
Reorrlrr Fr:nr NEB5 {tl$T+it6"iiriilting se;al{e 1-Bi{)-81t3'l;327 fu[?-:-, br. Prt,-ri,crc!{t), ,{H 034ig ilr.r1.n€t{:.r.ifr Fi€i- f'lc: a.i 14t3t827o
gAND DMGON 07-06-t02JARNOT ENGINEERING, INC.
254r4-l27th St. SE
MONROE, WA98272
PH. 13601863-l$r
EN( {3601863-148r
SHEET NO.A()OF
CALCULATED BY TJ5
CHECKEO BY-
to-2?-o7
DATE
DATE
SCALE
LINE 2.C
r: 0.64
w: 0.63
Wt,tltt= l.O4
L: t7.9
v.=lJl: 36
yyn:WlL:58
Deaqn:O.7 lv:
T61-s=veH:
Te1-y7:vy7H:
P= l.O TYPE: P
Fi: a
<230 WALL TYPE IA
4t
o.29
o.46
<230 <:WALL TYPE IA
O.T. OK by lnsVechon
Short geqmenL ehearwalls (<2: I aspecL rabo tor setsmrc loads)
LnhELvh/ZwvDrs
2.7 8.O 0.64 t7.9 36 t.48 53 <230 WALLTYPE lA
LINE I .I
E: 4.57
w: 2.40
Wvrru: 1.77
V: 4570
vlposf--Vl6:
v.:f/l: 9l
vw:WlL: 48
Deaqn:O.7 lv:
P= I'O TYFE: F
t-L_
762
5O.O r-i: 9
<t4ro.t.6
<230 <:
(6) 6xG HFZ PO9T5 O.K,4
WALL TYPE I A
2AJ1 <230 WALL TYPT I A
LINE I .2
E: 2.65
W: 3.64
Wrurru: 3.5O
V: 36EO
vlpost:V/4=
vu:f/l: l20
vw:WlL: | 67
Deaqn:O.7 lv--
P= I.O TYPE: P
L: 22.A H: 9
920 <l4lo.L6
<230 <:
(4) 6xG llFz PO9T9 O.K,
WALL TYPE IA
4
I t9 <230 WALL TYPE I A
Fleordrr Frcnr f.iEl}S €UgT{ m'"Frinlinii ssryi.e 1-8$C-$e"!-53i:;' ly'!-};S, loc. P+l.jii,6'!r!gtr, NH 0345e v.ri (.r!eb::.r.)!i:il€L l'Jr: G 14334r0t;e
JOB 9AND DMGON 07-06-t02JARNOT ENGINEERING, ING
25474-727th St. SE
M0NROE, WA98272
PH. (3601 863-1831
FAX (36018ffi-r481
SHEET NO.
&
T OF
TJ9 DATE
DATE
t o-29-o7CALCULATED BY
CHECKED BY-
SCALE
LINE I .A
E: 2.65
W: 2.67
Wvru: 3.52
V: 3520
v: l2O
v/posL--V/5:
v"--E/L: 9O
vw:W/L: | 20
Dea7n:O.7 lv:
p= LO TYFE: P
t-29.4 l-l: 9
704 <t4lo- L6
<230 <:
(5) 6xG HFz PO9T9 O.K.4
WALL TYPE I A
65 <230 WALLTYPE I A
Shorl Seqmenl shearwalls (<2: I aspect raho for sersmc loads)
LnhELvh/ZwvDEg
3.4 9 2.65 29.4 90 L32 I t9 <?30 WALLTYPT lA
LINE I .ts
E: 3.6t
w: 2.67
Wvr1r: 4.56
V: 4560
v: 577
v"--E/L: 457
vw=WlL:577
Deaqn:Q.7 lv:
p= l.o TYPE: P
L:7.9 l-1:9
<565 <:WALL TYPE 44
409 <430 WALL TYPE 3ts
LINE
UEe max of ?3O glf, lake balance by canllever Vosts
t.c
E_
^OaL_ V,JO
w: 2.o5
Wvru: 2.O7
V: 2O7O
,,_ -a-v- / o /
AB: v:
ve:ElL: 356
vw:WL:767
Deaqn--O.7 lv:
P= l.O TYPE: P
L: 2.7 H: 9
767 -760 I 12' AD @ 12" oc
WALL TYPT 3A
4
<430
544 <5C5 <:WALL TYPE 4B
Use max of 23O plI, take balance by canLtlever posts
ileorder iis:or l{€Bi {U3TC. $,8"'i).intiiig seryi{r 1-siu-t6iie3:;' i!!ZS, }oi. PellJllrorira,i Nfj 0ii4s.3 !*v!,,.rie:ii:.ccri Fiei l-.ti: ti l43lia-427'0
9A,., DRAGON 07-06-t02
JARNOT ENGINEERING, INC.
25414-727th St. SE
MONROE, WA98272
PH. 13601863-1831
FAX {3601863-1481
LOSHEET NO.OF
ilJ o7-ot -o7
CALCULATED BY-
CHECKED BY-
DATE
DATE
VERTICAL
Tosls Conlrbuhon aL Lrne LB
F.:
tr.,b,
t-,
h:
b:
d:
LDF;
Type:
l75O psr
lTOO ksr
I 650 Vst
o.a
9lt
5.25 n
5.5 n
t.6
Por+rr-n: lQ'2O.5+2" IO- lO=
Fsruow+rrn: I O- 20- 25 + 2 l O. 40:
Mrq:6-(3.6, -.23-7 .9)/6. 6.51 1 .512:
Mwrruo: 9. (4, 5 6-. 23. 7 .9)l 6/ 2:
t.2 k
5.8 k
5. I 6 fr-k
2.06
G (s=sawnlumber,G=qlvlam,Y-rotnd 7ie,M=machrne nted)
Compresston:W'
3: 26.47 n3
7'a: 2640 Vsr
fcl: 2880 gsr
75 t6(W+f): 246t psr
tb(W/z+f): l5BO Vst
leld:
IYE-
E-I cE-
F.llF* .:
ct_la-
t"(9.12):
75 t.(5):
2BOO pst
t 5.7
nq
o.4to
?88O pst
t.o28
2157 pst
?8.8E n2
142 psr
I E2 pst
f cE:Kw'EllJA)
r'.:r' J( +F.elF JZc-IKl +r dr' )/2c')2 -f
"EF' Jclosl
lnf-eracilon: $Jf)2+Vlrb(t-rJr€)l
.75W+.755: O.99 < I .O OK
4.?LY 2X6 P.T. GLts (GRUEN-WALD)
Pole Tootrnq
d:N\(r +{( r +4.36hlA))
A:2.34?/9tb
f ootrnq: fsorr:
+:lEfisorl.7os):
2.OO P--
2.t t 24',
/.u
P : (3G t O-23O.7 .9)16. 6.51 t .5/2:
h:. I It
b: 2.OO ft
d: 4.5O ft
5: 4OO pst (bage valve)
a-a^ J l- bvv
A: 1.263
d: 4.Ol tt OK
647 tb
24' DIA x 4'-6" DP
F?eordr:r i'rorr llFl]$ €UST4't*'"i.ierti*g Seavl{e 1'eiii'r+t8r.:32;'
^JF?S,
hr;. Fe!rr!,sro!rg,t. !.lH 0.34Eil t*!*r.{iEbii.rjri:Fhi l.Ji: {i i43:l0ri:ii-ll
5A'", DRAGON 07-06-r02
JARNOT ENGINEERING, INC.
25414-t27th St. SE
MONR0E, WA98272
PH.13601 863-1831
FAX {360} 863-1481
CALCULATEDBY FfJ
JOB
SHEET NO.W OF
o7-o t -o7
CHECKED BY-
DATE
DATE
caAr tr
?osts ConLrtbubon al
f.i
tr.
F,tb.
k:
h:
b,:
d:
LDF:
Type:
/ 75O 7st
lTOO Vst
/650 psr
o.8loft
5.25 n
5.5 n
/.6
P4:11.5-11.5-5:
PsNow:ll'5. 11.5-25:
Mro:6.5/ t .5. .96/2:
M*t*o:2.O7/214:
0.6 k
3.3 k
2.OB tr-k
o.26
G (3:sawnlumber,G:4lulam,?=round pile,M:machnerated)
Compressron Dendrn4:
9: 26.47 n3
f'v: 2640 7st
fcrt: 2332 psr
75 t6(W+f)= 795 7st
tc-
leld:
^t_U_
Itr:
c_I cE-
F\JF* ":
.75 I.:
28OQ Vst
t7.5
o.4t8
2332 Vst
o.833
I917 psr
ZB.E8 nz
IOZ pst
f t:KYE'El(lJd)
F'.: F. "[( | + f "!r, ) 2 crl(( I +r
"dr. ) t 2 c\2 -r
"Ef
' J clo's I
lnferacbon: $Jr,)z+vF b(t -rJFd)l
.75W+.759: O.32 < LO OK
4.PLY 2X6 ?.T. GLts (GRUEN-WALD)
Pole Footnq
d: N 2( t +"'l( r + 4.36h/ A))
A:2.34P/9rb
Toottnq: fsol_:
6:"!f thot/.7 85):
2.OO
t.58
P--
lgu
2O
P:6.51t.5.960/2/4- 52O lb
h: Aft
b: 2.OO ft
d: 4.OO ft
9; 4OQ Vst (bage value)
JI_ JJJ
A: Ll4l
d: 3.78 ft OK 24' DIA x 48' DP
fteonlr:r Fion t{E*3 eU*<Tet!e"F ir}iini} seryire 1-BO0*e3-63':;'
^JEES,
tnc. P.ii3iiin'o{d}. l..lH 05458 irys-netnj.c.j.tiit iiai G 143ifJ.i270
JARNOT ENGINEERING, INC.
2541+t27th St. SE
MoNROE, WA98272
PH. (3601863-183r
FAX (3601863-1481
,o, SnND DMGON 07-06- lO2
SHEET NO.lu OF
CALCULATED BY
FTJ o7-o t -o7
CHECKED BY-
DATE
DATE
SCALE
tsm I Purhn
L: 12
w:25*2:
d: 5.5
6'V
M:tlewLz=
V:w(UZ-dlt Z):
lvrru: I B
R:wU2:
&IL
50
tn
t80
o.Eo
o.28
o.30
LDF; I
7tt
E: l600 kgr
<1.15-O.72 -1.15:O.95
< 1 .15* 4.52
2t 6: o.7o
2xGDFZ @ 24" oc
Bm 2 End Rafters
L: I 3.5
w:7,5*30:
ws:/.i-li:
d': I 1.3
6:U
M:t/owLz=
V:w(U2-dlt 2)=
I - taorMlN- t JC
lu6r(u): 24O
R:wV2:
Ru:wuUZ:
ft LDF;S
225 ?lI
t A7.5 ptf
tn
24O 6u'V
5.t3 <t.15. 4.48
I ,3 I <l .15. I .69
t.52
t.1/
GLB Cv:
b:
k:
r.05
5.13
I
ro
360 E: l3OO kgr
6:
6r-r-:o.30
2 zxt 2 f,rz
Bm 3 DeckDeam
L: 17.5
w:4.65:
ws:\"QQ=
d: lO.5
6'U
M:tlawL?:
Y:wUZ-dll2):
I _ 4AA
f MlN- Jaa
I - lqarMlN(LL)- avL
R:wVZ:
Rs:wttl,/l:
fr
260
?40
tn
240
9.95
2.O5
2,20
2.lQ
LDF N
VE
?tt
6u,V 360
< I E.O3
< 5.92
t: IOOO ksr
4?4
494
5:
6u:
o.c2
o.57
(2) 314 MB :> 3.OB O.K.
5.116 X I O.I 12 GLB (PRTS9URT TREATED)
Fea.iivi-r6ftldlil5{UST4H"irriiltit:gieni{e r-aiflJ-geijr.i327 /tEa:}.q. lni.P.:lriit,carBtifl,-t0t-!5e !.$+!-.,€br6ori Flri I'ic: 6 14:r3!ril;'0
9AI'ID DMGON 07-06-t02
JARNOT ENGINEERIT{G, INC.
254l+127th St. SE
MONROE, W498272
PH. (3601 863-1831
FAX (3601 863-1481
CALCULATED BY flJ
SHEET NO.t3 OF
o7-ot -o7
CHECKED BY-
DATE
DATE
SCALE
Uehft
Tnb areas:
lrtss ?osf:
End Postt
Corner TosL:
A: IO-21 .5:
A:7.5. lO:
A:7.5-6.75:
2t5
75
5t
lUse I OOI
lUse 5Ol
[Use 50]
DL;5 ps|
IOO gf
-to.8 +.6D:
-15.2 +.6D:
-24.O +.6D:
Zone l:
Zone 2:
Zone 3:
-7.8
-t 2.2
-?t.o
50 sf
-ll.l +.6D=
-16.9 +.6D=
-26.O +.6D=
-8.1
-t3.9
-zc.v
a:7.212:3.6
Zone2*Zone3
50: -13.9
IOO: -12.2
-?3.O
-21,o IOO gf
-t2.2
-21.o
50 sf
-t3.9
-23.OwZ:
t2.o
a6
(Trugg)
Tonel*Zone2
-49 -to3 -t t4
(End Rafter)
5Or -b.l
IOO: -7.8
t2d
-t2.2 IOO sf 50 sf
-B. t
-t3.9W2:
ro.o
-43 -45 -53 -59
(Trvss) (End Rafter)
Matn truss vV|It
Net uplrft:5*(I 2.2. A+7.8. (?O-O))+79. B+43-(2O-O). 2 I 04
Cons aVVrox of vplttt al qable ends - nd posls
P -AO I O+ 27 5' (21 | 3.5 + 216.5)= I25 P t:(l l 4+ 23' L5-59- 1 3.9' Lsf 4:
w:59* 13.9'l .5: BO
275
(End ?ost)
Cons approx ol vVhlt at cotners
-t 49
-An-wr:-59-13'9. 1.5:
wz:-l I4-23a | '5:
-ao
- 149
t3.3
-574 -7G6
(Corner Tost)
FteortrrFrr:eN{Bt€U$1'9:t*'irr;rrtingieil4{e l-6todtil.+-i3i7'y'{€6s,,il.PeirntDrolgfr.NiJil3r.5g ri!?.nsiliror,Fli l-Ji. G l4XICCi;-o
Residential Building Permit Application
Parcel #972904002,1120 s5th St. port Townsend.
Lot 3, Block 40, Montana Addition
TABLE OF CONTENTS
1. Building Permit Application
2. Checklist
3. State Energy Code Forms
4. 8.5"x11" Site Plan
5. Grading and Drainage Calculations
6. Street Development Permit SDP06-066
7. Permit Receipt 1116107 BLD06-005
8. 2 Copies of Engineering Calculations
9. 2 Copies of Plans
Site Plan Wl
Grading and Drainage Plan W2
Utitity Service Plan W3
Tree Plan C2A
Engineered Building Plan I
Engineered Building Plan 2
Engineered Building Plan 3
Construction Detail Supplement
Construction Detail Plan
Grading Plan
This checklist is
what you intend
dResidential
{WashingtondTwo
{
d Foundation
I If architectural
ilf engineered,
A
1
2
3
4.
5.
6.
7.
8.
9.
1.
2.
3.
4.
5.
6.
7.
dw^
1.
2.
3.
4.
5.
6.
7.
8.
9.
1.
2.
3.
4.
5.
{Floor
{ro, new dwell construction, Street & Utility or Minor lmprovement application
Z
RESIDENTIAL BUILDING PERMIT APPLICATION
CHECKLIST
new dwellings, additions, remodels, and garages. The purpose is fo show
build, where it will be located on your lot, and how it witt be constructed.
application.
Energy & Ventilation Code forms
(2) sets plans with North arrow and scaled, no smaller than /a" = 1 foot:
site plan
. Legal and parcel number (or tax number),
lines and dimensions
from all sides of the
pinned ndary line survey
parking and driveway with dimensions
Street
ng
mes and any easements or vacations
and diameter of existing trees
proposed structure to the property lines in accordance with a
Utility s
lf ble, existing or proposed septic system location
Deli critical areas boundaries and buffers
plan
Footi s and foundation walls
Post a beam sizes and spans
Floor ist size and layout
s
Fou n venting
Room and dimensions
ll panel locations
plan
Loca
Wall
WA
Sm detector locations
Attic
Plumb g and mechanical fixtures
Occu ncy separation between dwelling and garage (if applicable)
, skylight, and door locations, including escape windows and safety glazing
size, reinforcement, depth below grade
Found wall, height, width, reinforcement, anchor bolts, and washers
Floor size and spacing
size and spacing
Hea
Wall
Sheet
size and spans
weather resistant barrier, and siding material
and insulation
Cei
, ceiling joists, trusses, with blocking and positive connections
height
ng, roofing material, roof pitch, attic ventilation
ns (all four) with existing slope of the land in relation to all proposed structures
designed, one set of plans must have an original signature
ne set of plans must have one original signature
s
-'.)
Prescriptive Approach - Simple Form
Forthewashinst"n"i,HTr"=fi r"Xrr".de(2001Edition)
3
Site lnformation
Lor 3 Btoctz tlO /hornn^A
Address: //2o SSTA -s-
City:Po,er TaDNs€7lD
State: WA 7+:.qg3bg
Contact:STEPIE){ U-Z*r+A+y
Phone:3bo- 3tS - elsvs
Phone 2:
3bo- 3qo- 4zzo
Building Department Use Only
Pernit #:
Notes:
F tv.
Table6-1pRrs(HprrvE REeUIREMEI\rrsi qr Fon cnoup R occupAllcr
CI,IIUAITZ)IIE I
See the code text for footnote references
This project complies with the following:/ tne project is a single tanily residence or duplex.
/ m" project is wood frame OR all of the insulation is interior or extedor of the
/ *U building components meet the requirements listed in Table 61, Option llly' tn" project will meet allother provisions of the WSEC and VIAQ.
JUL 25 , ,'1
It.t:'t
'i,;1. lrl)
The-project will take advantage of the following
X OOZ.O Exception 1. One door, that is24 ft.2
exceptions to the prescriptive
1ril
i
bption:ir, l'
or less, that does not meet the standards isab-ded.
Location of the door taking this exception GAe.AGe
E 0OZ.O Exception 2. Doors with a tlfactor of 0.40 allowed without calculations, Option lll only.
Location of the door(s) taking this exeeption
Copyrigt{ 200a WSUCEEP02-056
Copbd by permission ftom the Wastrington State University Cooperative Bttension Energy Program
Frescriptiw - Simple Fom - Climate Zone I
GlazingU-Factor
Option
Glazing
Arealo
o/o of Floor Vertical overheadlt
Dool
U.
factor
CeilingS Vaulted
c"ilind
Wall
Above
Grade
Wall
Inta
Below
Grade
Wall
Ec4
Below
Grade
Floof
Slab'
On
Grade
R-10
n Unlimited
GroupR-3
Occupancy
Onlv
0.40 0.58 0.20 R-38 R-30 R'I R-21 R-30 R-10
5/31nffiz
b L"D ,7 nf/t77
LUPoT-aot
rvry P aV - naf
/"eWZ -A0Z-
.0/1
City of Port Townsend
Development Services Department
BUILDING NUMBER APPLICATION
Name of Property Owner:S 4.,Ar -Ttz"l sr sT6? u aiJ d{o.,r.ox1o 7
Mailing Address:?a Box l32z-Pr es3( &
Telephone:3(6 iB5-s t
is located in:
[ddi1i6n; A.a.offf a,-ra Block(s)z*o Lot(s):3
Faces/Access is from: 5.:s sf.
parcelNumber I 7 Z9 o Li-o o 2-
Directions to the Pronerfw raw vicinitv maD on back)
SstL
If this is a new ADU, has a building permit been applied for? Yes No Date:
Notes: Req v G-sa ll2-o ssQ sr
HOUSE NUMBER ASSIGNBD: // r-o . J3-zf A/
Date of Approval ,-aT
For Department Use Onlv:
Application Fee Received ($3.00, TC 2200)Date
Copy to I Finance
U Sheriff
tr Public Works
U Fire Dept
tr Police
tr DSD database
tr Post Office
tr GIS
I Assessor's Office
For address changes: tr Qwest Address Management Center -206-504-1534
P:\D6D\Departrneot Fornn\Building Forms\Application-Address Number.d oc ; 6/12l$6
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Parcel Number: : 97290400
Parcel Number: 9729A4AA2
Owner Mailing Address:
THE SAND DRAGON TRUST
PO BOX 1372
PORT TOWNSEND WA9B36BOO25
Site Address:
Section:34
Qtr Section: NW1/4
Township: 31N
Range: 1W
Sub Division: MONTANA ADDITION
Assessor's Land Use Ccde: 9100 - VACANT LAND
Property Description:
MONTANAADDiTTON I BLK 40 LOTS 1 & 3 | I I
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Tax Code: 100 jlL
Planning area: Port Townsend (1)
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Parcel # 972904002,1120 Ssth St. port Townsend.
Lot 3, Block 40, Montana Addition
Construction Detail Supplement
1. Fans and Ducts
.
50 cfm f4o itt each bathroom and in laundry (see Construction Detail plan)
100 cfm fan in kitchen (range hood, see construction Detail plan)
Exhaust fluct material galvanized or PVC pipe, rigid and flexible
20 cfm w,all pon in living room and all bedrooms (See Construction Detail plan)
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Fire Protection
Fire Bloqking to 2006IRC building code
5/8" GWB (Type x) with 7' O.C. nailing between dwelling and garage on garage side
Smoke ditectors in all bedrooms and seCond floor hallwuy (S." bonstructi[n Uietal nhn;
20 minutp fire-rated doors between garage and dwelling
Safety E$ress to building code through windows in all bedrooms
3. Sheetrodk and Insulation
Sheetrocf GWB %"
Insulatioir fiberglass material Roof R-38, Exterior walls R-21,
Slab insUlation R-10 over 6 mm polythene vapor barrier
I
4. Footing Drains
4" perforated pipe, filter membrane to surround bedding and pipe
Bedding 4" gravel surrounding pipe on all sides, placed I' beyond outside of footing
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Parcel # 972904002. 1 100 55s St. Port Townsend. Prepared by Stephen Hockaday, January I 1, 2007
Grading Plan
Scale 1" : 20'
Extracted from Street Development permit SDp06{d6, plan C2A
Prepared by MacLeamsberry Engineering p.S. October 3, 2006
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Notes:
l. Area to be filled lies to the north and east of the 97' contour, and will be filled to 97.0' level.2. Comp4cted clean granular pit run with marcimum l" minus diameter rock fill to level 976' or
above ln areas L and R, with cut as necessary to achieve minimum 6- depth fill.3. 0.0' toi2.0' retaining wall located as shown with 2'k l2'o &2"x 6" boards attached to
4"x 4"x12'posts on 8'0'o centers (typical); all foundation quality treated lumber.
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tr Low-perm paint
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P:\DSDUDepartuent Form$Building Forms\Application-Rcsidcrtlal Encrgy Code Checklic.doc
Page I ofl
City of Port Townsend
Development Sgruiccc DepartPent
250 Madison Stroet, Suite 3
PortTownwnd, WA 98368
(360) 379-5095 Fax: (360) 344-4619
Washington State Energy Code (WSEC)
2001 Residential Construction Checklist
Complete this form in ad,ditipq to WSEC forms. Please answer the following questions:
TYPE Of'.JROJHCT;p 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 stucture 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 allowedwith the existing buildingfor I{SEC,compliance, such as
increasing ceiling insulation. See WSEC component performance forms.
NOTE: A hoase addition less than 500 sq.fL does not require whole house ventilation.
Spot ve4tilation is still reqaired.
TYPE OF HEATING - Please check all that applv:
Elcctric
O Wall Heater tr Baseboard D Forced Air Furnace n Radiant F'loor (Boiler) ti Other
Non-Electric:
Propane:fl Radiant Floor/Baseboard (Boiler) X t pC Stove Et fpC Furnace &Other LPG
D Heat Pump n Oil Furnace tr Woodstove (can only be used as secondary heat source)
VAPOR R.ETARDERS:
Vapop retarders shall be installed toward the warm surface as represented below. Select one
option for floors, walls, and appropriate ceilings:
e Floors:
tl Plywood with exterior glue
EtPoly plastic (greater than or equal to 4 millimeter thick)|ol co.r<sefa €t"t6 F'coor{
D Backed batts
o \ilalls:
E Poly plastic (greater than or equal to 4 millimeter thick) -rgvq,rr oe sr r.,rc...A
X.Face-stapled, backed batts (oe <y!ex) tBo)
U Low-permpaint
r Ceilings:
tr Not required where ventilation space averages greater than or equal to 12 inches above
insulation
B Face-stapled, backed batts (.,c- <yw€r<r <e>)
ELPoly plastic (greater than or equal to 4 millimeter thick) $rv C o a' ,.S ( r* rlA.4
Type gf ventilatio4 used throughout the house:X gVeC Integrated Option tl Exhaust Option
Whole House Fan for r.Exhoust Option,':o In_what room is your whole house fan locatedr What size is the whole house exhaust fan?tr s0-75 cFM (1_2 bedroom house)
X.80-120 CFM (3 bedroom house)[ 100-150 cFM (4 bedroom house )E 120-180 cFM (5 bedroom house)
Note: the whole house fan shall be readily accessible and controlled by a 24r.hour clock timerwith the capability of continuous operad;n, manual *J uuto*utic control. At the time of finalinspection' the automatic control timer sp[ ue rct t" rpr*:" the whole house fan for at least ghours aday, and have a sone rating at r.5 or ress;;;;" 0.r0 inches;;;gauge.
Spot Ventilation:
source specific exhaust ventilation is required in each kitchen, bathroonr, water closet, laundryroom' indoor swimming pool, spa and other rooms *rtor1*"rss.water vapor or cooking odor isproduced' Bathrooms, laundriei or similar ro;T;;d; i'un, *itr, uffiil;; 50 cfm raring at*3fl,,!ffi:*o sauss; kitchens shali have
" fh";'1h;minimum iod;il;ing ar 0.25 inihes
Outdoor Air Inlets:
outdoor air shall be distributed to each habitable IgoT by means such as individual inlets,separate duct systems: 9r,u forced-air system. Habitable rooms include all bedrooms, living anddining rooms but not kitchens, bathroorns or utility rooms. where outooo, uiisupplies areseparated from exhaust points by doors, ::"d:;ii"g ;o.ol, a minimunr of %inchabove thesurface of the finish floor covering, distribution duc[, iniiuttution or grilles, transoms or si.milarmeans where permiued by the uniform Buildingcodl. 'iirrt.n
the system provides ventilationthrough a dedicated opening, such as a windowlr-tr"ougr,-*ufl vent, these openings must:r Have controlled and secure openingsI Be sleeved or otherwise designed s]o as not to compromise the thermal properties of the wall orwindow in which they are pUda.I Provide not less than 4 tquate inches :.f Tt t"r Tuu of opening for each habitable space.what type of fresh air inret wil be instailed? (see fig"* i-r"*lI Window ports
fl, Wall Ports
P:\DSD\Departnent Forms\Buitding Fonhs\Apptication Rasidentiar Energy c.ode checkrisrdoc
Page2ot2
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LEGAL DESCRIPTION Lot 1, Block 40, Montana Addition Par@l #972904002 LEGEND - wa - Water line - s - Swerline Building stback line SHEET INDEX Sheet Title w-'t w-2 w-3Site Plan Grading & Drainage Plan Utility Seryi@ Plan 20 1 1xg{ = 10 EET
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1 1
Grading and Drainage Plan
for
Pmcel # 972904002,1120 55tr St. Port Townsend.
Lot 3, Block 40, Montana Addition
Prepared by
Macleamsberry Engineering
June7,20A7
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l' 1. Introduction
The proposed building project is for a home on Lot 3, Parcel # 972904A02, located to the northwest of the
intersection of 55th St. and Cleveland Street in Port Townsend (See Figure 1).
Lot 3 is in Block 40, of the Montana Addition, and consists of approximately 0.12 acres of forested land,
which slopes gently down from the south to the north at an average gradient of approximately 3.5 Yo. The
east-west slope of the rear (northern) property line is approximately 2.5 Yo. T\e property is not located in
an environmentally sensitive area. The underlying soils are identified as San Juan gravelly Sandy loam,
which appear to be consistent with SCS soils Group "A" (See Figure 2 and Table 2.3).
The proposed structure has ground area coverage of 1,745.75 square feet. The proposed house and garage
roof footprint is 2,030.75 square feet. In addition, there are proposed concrete aprons outside of the garage
and entry door with coverage of 390.00 square feet. The remaining segments of driveway and footpath
are proposed to be permeable surface.
The proposed total impermeable surface area is 2,420.75 square feet, and a percentage impervious area of
48.4%. (See Table 1 for calculation of areas.) According to City of Port Townsend Engineering Design
Standards, this percentage impervious area causes the proposed project to be a medium impact project
which requires development and submittal of a drainage plan.
2. Grading Provisions
The site plan Plan W-l shows the existing surface contours and grade. To facilitate building construction
and site drainage, all areas within the building ground footprint below the 97' contour will be filled to the
97' level, as shown on Plan W-1. The finished grade will be sloped away from the buildings with a
minimum 2o/o slope for 5' from the buildings, except as required for garage driveways. All trees will be
cleared prior to glading.
3. Storm Drainage Provisions
Plan W-l is a dimensioned site plan of the entire property. As there is no concentrated surface water
entering the property, no drainage route through the property, no significant discharge from the property,
and no surface waters, these items are not shown on Plan W-l. Plan W-l shows the location of the
proposed building and other impervious surfaces, and their dimensions. Plan W-2 shows the discharge
locations of the roof downspouts.
Flow control design was performed in accordance with the new City of Port Townsend procedures
contained in Appendix A. Figure 3.1 from this Appendix shows the selection procedure for roof
downspout controls. Drywells are proposed for this project in conformance with Figure 3.4. This figure
illustrates a standard 48-inch diameter drywell capable of serving up to 1000 square feet of impervious
surface. Three 48-inch drywells would be required for this project (see impervious area calculations). Due
to area limitations on the lot, two larger 60-inch drywells are proposed. Calculations are enclosed that
demonstrate equivalent retention volume and infiltration surface area.
I
A. Strycture Ground Area Coverage
Building
Garage
Total Ground Area Coverage
B. House and Garage.Roof-print
Eaves (18"' Overhang)
Total Roof-print
C.Impervious Surfaces
Garage Apron
Concrete Entry Path
Concrete Arbor Path
Table 1
Impenious Area Calculations
Lot 3 Structure
Area (sq. ft.)
1,280.00 (40'x 32')
465.75 (23'x 20.25')
1,745.75 Square Feet
285.00 (190 linearfeet)
2,030.75 Square Feet
300.00 (20'x t5')
40.00 ( 5'x s')
50.00 ( 5'x Io')
Total Concrete Aprons 390.00 Square Feet
Total Impervious Surfaces 2,420.75 Square Feet
(Note: Driveway andfootpath are pervious surfaces, other thunthe impervious oprons and paths listed above,)
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Dryr,vell Design Lot 3
Standard 48-inch drywell per Figure 3.4
Bottom infiltration surface area: rcr.2: (3.14) (2),:t2.57 st.
% Side-wall infiltation surface area: 0.5 n d h: (0.5) (3.14) (4) (4) : 25.15 sf.
Total infiltration surface area : 12.57 + 25.15 : 37.72 sf.
Volume in voids of washed rock:0.3 n f h: (0.3) (3.14) Q)'g): 15.08 cf.
Impervious surface area : 2420.7 5 sf.
Infiltration surface area required: (2.42) (37.72): 91.28 sf.
Retention volume required : Q.42) (15.08) :36.49 cf.
Alternate 60-inch drywell
Bottom infiltration surface area = nf : (3.14) (2.5)r: 19.63 sf.
7z Side-wall infiltration surface area:0.5 n d h : (0.5) (3.14) (5) (4) :31.42 sf.
Total infiltration surface area: 19.6j + 31.42: 51.05 sf.
Volume invoids of washedtock: 0.3 nf h: (0.3) (3.14) (2.5)'(4):23.56 cf.
Infiltration surface area provided : (2) (51.05) : 102.10- sf.
Retention volume provided : (2) Q3.56): 47.12 cf.
6
DEVELOPMENT SERVICES DEPARTMENT
250 Madison Street, Suite 3
Port Townsend, Washington 98368
Phone: (360) 379-5095 Fax: (360) 344-4619
STREET AND UTILITY DEVELOPMENT PERMIT
Building Permit Nutnber:Street and Utiliry Permit No: SDP06-066
Hockadav, Stephen
PO Box 1372
Port Townsend, WA 9E368
Phone: (360)732-4242
PROPERTY OWNER INFORMATION CONTRACTOR INFORMATION
.'ERRY R. LINDSEY EXCAVATINC' *
PO Box l47l
Port Townsend' WA 98368
Phone: (360\732-4242
ParcelNunrber:972904002 Addition: Montana Block: 33 & 40 Lot(s): 1,3,5,6'7,8
Project Address; 55th Street
Nature of Work Street irnprovements & water & sewer extensions for future single-family residences. Hockaday applying
on behalf of 2 other families besides himself.
PERMIT REQUIREMENTS
r€$pg,!0ry E ryEo",' nLsf 9!Tf n t'99!t'ol
.Erosion and sediment control rneasures artd construction entrance must be instatled and inspected prior to construction. Measures
;must be maintained throughout construction'
TESC Approval: ' ; nPProval Date:
Streets
Open and pave 55th Street from Cleveland to St eri{an per approved engineered plan.
,Only the trees marked on the redlined Sheet CzA (15 in all) are approved for removal. No additional ffees may be removed
without prior approval ftom the City of Port Townsend. Install tree protection for trees to remain.
,lnstall drainage system in the 55th Street right-of-way per approved engirreered plan.
Pave each driveway apron.
lnstall a culvert under each driveway
Streets Approvah Approval Date: '
Sewer
Extend g" pVC sewer main in 55th Street from existing maintenance hole at 55th & Cleveland to 55th & Sheridan. lnstall a
,nraintenance hole at Sheridan & 55th.
Stub out the service lines per red-lined plan. Note that service line to lots 3 & 5 will be via one dual service tap. See redlined plans
Sheet C2A.
Sewer Approval: I
Water
,Extend an g'. water main in 55th Street from Clsveland to Sheridan with all appurtenances per approved engineered plan. Fire
,hydrant exists at 55th & Cleveland.
Water Approval; I APProval Date: i
Call 48 hours before you dig for utility line locates
l-800-424-5555
Pagc I ol?
i lpproval Date: I
-.)
Stormwater
Constnict stonnwater fhcilities for the 55th Street righrof-way per approved plan.
For drainage for each lot, submit a drainage plan showing how the site stormwater will be rnanaged on-site. With each building
application, submit a Minor Improvement Permit application for the connection to the utilities.
Stormwater Approval: Approval Date:
Other Conditions/Reo uirements
,Permit conditions attached are made part of this permit.
If proposing a latecomer agreemen! submit a complete application with fee to the City prior.to commencernent of work.
Other Req. Approval: . Approval Date: . :
No Protest Agreement Required Prior to Occupancy
/ Record Drawings Required Prior to Occupancy (As Builts)
Submit a Mylar and e-file as-builts prior to sign-offof these permit requirements.
/ Conveyance of Utilities Reguired Prior to Occupancy
LATECOMER - If a latecomer agrcement is contemplated, application and estimates must be submitted prior to
start of contstruction.
All work sh?l! be nerformed in accordapcp with the Citv gf P, ort ToryJnsqr.rd Enqineefing,Dcaien St?ndaTds.
Standards are ayailable for viewirg at lhe City H.all.250-Madispn St. 3rd Floor. NOTE: Rock walls" fences.
hedqes. a$d arbors arq not allowed in thp oublic rlsht'of-wav lrnlesg 4pJJ.ovpd through the Street Develooment,
PerFit and a Street Use AgreerTenh witF an on-site fevigw of thelfoooqal.
ALL REQUIREMENTS UNDER THIS PERMIT MUST BE COMPLETED, INSPECTEI), AND APPROVED
BY THE PUBLTC wOnXS TNSPECTOR PRTOR TO REQUESfTNG A FTNAL INSPECTTON FROM THE
BUILDINC INSPECTOR PERMIT MUST BE ON SITE DURING CONSTRUCTION. CALL 36C385-2294
FOR ALL INSPECTIONS.
nL1
S I cNATU xn &z*czzz- -4* t*l.b)ltil4/1006
cdv Townrond
Propcdy
ATTACTIMENTS
:l Permit Conditions
'y': Erosion and Sediment Control Practices
/: Detail T-9-Paved Street Detnil
t/l Detail T-19 Driveway Standard
Other Detail:
. Notice to Title
No Protest Agreement
y'' Conveyancc and Acceptance of Public Faclllties
'1t Latecomer lnformation and Applicntion
Side Scwer As-Built Form
Othert
Date Approved
SDP Review Hrsl
SIGNATURE
Call 48 hours before you dig for utility line locates
l-800-424-55s5
I%gc 2 af?
7"\tCity of Port Townsend
'Development Services
250 Madison $t. Ste 3
Port Townsend, ltJA 98368
***X**:t**************t***:f **************
Res* s/Rcpt#; 003-00007581 [ hl ]
Account'ing Date: Tue, Jan 16, 2007
Date/time: Fri, Jan 12, 20CI7 4r51 P|4
*t*******f *******x******:k{it(*****t****+*x
20IORESIDENTIAI PLAN REVIEII
BLD06-005
Ref S:
Fee Amount : $2,094.66
2OOORESIDENTIAL BUILDIl.l(j PERHIT
BLD06-005
Ref #:
Fee Amount : $3,222 .55
2OOORESit)ENTIAL BUILDING PERI'IIT
BLD06-005
Ref Sr
Fee Amount: $47,00
2OO5STATE BLDG CODF FEE
BLD06*005
Ref *:
Fee Amount: $4.50
22{]OHOUSE NU|4BER
BLD00-005
Ref *:
Fee Amount : $3,00
9992RECOR|IS RETEtiTiONIMGMT
BLD06-005
Ref S:
Fee Amount: $10.00
21 1 sSUBDIVlSIi]N/SHORT PLAT
LUP07-005
Ref $:
Fee Amount: $150,00
99g2RECORDS RETENTION/l'4Gl4T
LUp07*005
Ref S:
Fee Amount: $7,50
Total Due = $5,539.21
*)fi *tt*****t****t**:t*t****'+**************
Payment Data:
Pmt* r 1
Payer : HOCKADAY/KAIGHN #1560
Method: CKAmount = $5,539.21
* * *:i * * t* t * )k * x( * ** * * * * * * * * + * **** * * t * * * * * * *
Receipt Summary
**t**:t:t*t**f *t*+*{:****x**************+**
Total Tendered = $5,539.21
Total Due = $5,539,21
Change Dr.re = $0.00
***********tt**********tt***+f x**f t**f *x
Thank You!
* * t f ** ** :i X ** t** t * t * * ,t * * * * * t * t I * :l * * * * * {:**
I
JARNOT ENGINEERING, INC.
25414-I27th St. SE
MONROE, W498272
PH. {3601863-1831
FAX {3601863-1481
SHEET NO.OF
CALCULATED BY-
CHECKED BY-
DATE
DATE
SCALE
PROJECT:gAND DRAGO TRUST BUILDING
LOCATION:PORT IIADLOCK" WA
CLIENT:CUSTOM BUILT STRUCTUREg
JEI JOB NO.:07-06- t 02
CODE:2003 ttsc
LIVE LOADS:
FLOOR:40 P3r
SNOW 25 ?5r
WIND,65 MPH TXF C
SEISMIC: 9*:1,35 . 5 -o
DESIGN CATEGORY D. 5lTT CLA99 D
DEAD LOADS,
ROOF 5 P1F
FLOOR:ro PSr
SOIL:
BEARING:2000 P1r
I.ATERAL:
D(P|FES: 4/10/
fieor*srt-;qntlEliS{t!$T€M'-printhrgs€!ryicr 1-a*088i1'(Gii'fuefls,tni.P.ii.:rt,o,ou9ti.hlliti345€'$rs.ii€tr:!r(ri Fiei. l.Jn: G 1A'Jllryi?7c
.lnR 9AND a1-a6-la2JARNOT ENGINEERING, INC.
25414-r27th St. SE
MONROE, WA98272
PH. (3601 863-183r
FAX (3601 863-1481
SHEET NO.
/)-
OF
CALCULATED BY-
CHECKED BY-
DATE
DATE
SCALE
4.4 4A 2@ 3.4 5-9 4J
30
2t
VA E160
,@
t4.?
BA
2:1
tr
340
DtsL PRE.IiF6 TFU99 s
tr
xl6'tltN
2l (2)2x12 RAFIER$
I1AIN FLOOR
5CALE' l"=lO'
fi ve" APA,ad 6 6" oc.EDGE
12" oc.FIELD,
BLOCK PANEL ED6E9
Fteorrtrr F;ur N!65 {*ST{,,ff''t}rir}tin* 5ervi{e t-6{x:r.68a{*2;' futPs, }nir. P*1*rt,orcudl, NJ'!o::i4!lj rrfti..reti:j.cri*1 iief. l'la: fi 1433cr27o
JARNOT ENGINEERING, INC.
2541+127th St. SE
MONR0E, WA98272
PH. {3601863-1831
FAX 136018ffi-r481
.toB SAND DRAGON 01-ab-@2
SHEET NO,z OF
CALCULI{TED BY-
CHECKED BY-
DATE
DATE
SCALE
'-!
!
!
I
Iq
"!'F,rh.l
-t-----
im
ii,,-,l
L _l_
I
I
UFFER FLOOR./ROOF FRI'1'G ffi t|o', ApA,ad a b', oc.EDGE
e- At E- lr -lal
12" o.c.FIELO,
BLOCK PANEL EDGEo
b:1
3
oz
J
N.I
IL
Io
1.@ >o a3 1.@ t@
tet
TRU99
Ipel eeeixra
I
I
120
I
E=+lElg9==
I
I
l@9
10
OtsL
2.1 te
2.4
Beonjsr F;r:m i*Ii35 {UgT-4.1b:'"Fri.tln$ tsroice 1-4,!O-aEii{:27 }l€r-';S, l.i:. p.:trrl,o/.vgir iJtJ 034te .ff*.{i*b.r r.)r PEi l'lo: G 14?30C!70
JARNOT ENGINEERING, INC.
254I+L27th St. SE
MONROE, WA98272
PH. (3601863-1831
EAX (3601 863-1481
CALCULATED BY MEI
GANtn npA^nht o'7_ac_t a9
L=t
SHEET NO.OF
DATE
DATE
o7-o t -o7
CHECKED BY-
SCALE
LATERAL
WIND: Values Ior lffi?lfited method lrom A)CET Ftqvre C-2
65 MPTi EXP. C I :
Mean Roof fletqhl: 23.A
Eave herqhf: l9.O
Mm horv plan dtm: 4O.O
l= t,33
2a: LO
r.o Rool prlch:
Wnd Vressures:
Wall corner:
Wall matn:
Root corner:
Roof marn;
5:12
ZQ.l lTone Al
13.9 VoneQ
O.O lZonebl
O.O Vone Dl
Note: corner loads are n addtbon lo "man" loads
J- To RIDGE (plf)Gable
Corner
frt?
CornerI IWALL I |ROOF Man ro mrn
v2-
vl-
Voan:
4.O
9.O
qn
9,Q E'
125
70
25
55
5t
r30
90
roo5.O
llTO RIDGE (rlf)
llwa' ,
Gable f,? Dormer
I lpooF I lpnnF I l\MAt I
Gable
Corner
flt?
Marn Corner I O pst mrn
Vz= 4'O 4.5 t tB 35 65
'L:leeward, W:wndward
Lrne above
2.65
t.70
2.65
t.7Q
t.o9
2.OA
t.o9
2.O8
4.36
2.6t
2.5 t
t.Eo
/22
9tr.q
3.54
3.52
3.89
4.67
t.o5
l.l5
Wnd Area I
L F Mod*
Wnd Area 2
L P Mod.
Wnd Area 3
L P Mod*
Wnd Area 4
L P Mod-
Mrn
?,t 20
20
lt8
65
a35
22,
Mrn
20
20
|8
85
^2E
2.4,
Mrn
t6
t6
56
r30
25a
2.O
Mrn
t6
IG
56
r30
a25
Mrn
2.65
t.70
o 125
?o
a55
Mrn
o,oo
o.oo
20
zv
125
90
1.3
Mrn
2.65
t.70
9.9
qq
t25 a55
I.A
Mrn
t.o9
2.06
t6
t6
t25
90
a55
I,B
Mrn
L09
2.OA
t6
t6
125
90
5705 roo
t.c
Mrn
o.oo
o.oo
I t.5
ll.5 roo
a 3l
bEEl - 5an4 DEIon
iiri ijo: ti ld3lli0iT0Beordar l-rq:rt l{{l}5 fugT+'t}t irr;,}tiiig serui{.' 1.6t'c{{jii.+:?7 }y'€Eii, ln'r P.ri,iri,.n!si:, tif, ?r:-:,!$: r'r.#-lrr-'tr:i..Jii;
JARNOT ENGINEERING, INC.
25414-L27th St. SE
MoNROE, WA98272
PH. {3601 863-1831
FAX (3601 863-1481
CALCULATED BY MEI
JOB qAND DRAGON 07-oc- I 02
SHEET NO.OF
DATE
DATE
o7-ot -o7
CHECKED BY-
SCALE
Sfl5MtC
V : O.7.9os'I-W : O.O97 W (Multrply by O.7 lor ASD)
q_.r3'
p.
I:
R
1.35
6.5
LO
Fa: l 'OO
1v1:f tir: 1 ,35
3os:2/3 91as: O.9O
l1fte Class Dl
Snow load: 25 pst Sesmrc DL: O l.2O " 5n rf 5n>3Ol
WEIGI-1T: FLR 2
SLory l1t: I
ROOF t5?9rG5-43):
rxT wALlS 8?3F. 4. 2(4O+ 32):
rNT WALLS 7P9r.4? t)(40+32):
22.58
4.6t
2.O2
29.2
rLR I
Story flt: I ROOF: lSP5F(Z4.5.23.2):
rlooR torcre2.40):
EXT WALL9 EP5r.9. 2(55 + 4O):
tNT WALL9 2.O2+7. 4(-.5)(32+4O):
b.53
t2.80
r3.68
3.U3
WT:
38.O
b/,1
6.52
SEI9MIC DI9TRItsUTION
67.2 E: 9OG 6,52
f r/W r" :O.2. O.7*1es*I*W px: O. 1 26
f ,,lWr :O,4' O,7*]ss*I*W py: O.252
STiEAR WALLg DIAPTiRAGMS
LEVEL h Wh Vwh/Ewh Xfr Xw,Xf/Dw,f olwr"t?,
L z3.z t8 525.6 3.78 3.76 2?.2 o.t 29 o.t29 3.76
3A.O lo 3AO.3 2.74 G.52 67.2 o.o97 o.t26 4.79
Lzbtal - Sana D6qon
Fs,t IJa: Ci 1.tsltot2?oFreoriilr F.,!n trlEg$ {tt$T{.,1$'pr;ntiilg Eerulca 1.t,:r0-f:*3'63::7 lta-?S, ,n4. Persllinriuah HH +:ia;il lur!,:rEh!.f,rrn
JARNOT ENGINEERING, INC.
254t+727th St. SE
M0NROE, W498272
PH. (3601 863-1831
FAX (3601 863-1481
CALCULATED BY MEI o7-o t -o7
JOB SAND DRAGON 07-oc-t02
SHEET NO.{"OF
CHECKED BY-
DATE
DATE
SCALE
sEISMIC
V : O.7-Sos-I.W o.o97 w (Multrply by O.7 lor A9D)
5st
R:
I:
R
t.35
6.5
r.o
Fa-- t.OO
9ye:Fr$r: L35
3os:213 5*E: O.9O
f)fte Class Dl
Snow load: 25 pst Setsmtc DL: O |2O' 5n rf 9n>3Ol
WEIGI-1T: FLR 2
Story frL: I
ROOr t 5?9rG5.43):
EXT WALL9 8P9F. 4* 2(40+32):
rNT WALL9 7?9F.4(- t)(40+32):
22.58
4.6t
2.O2
29.2
rLR I
9tory l1t: I ROOF: t5PSre4.5'23.2):
FLOOR tOPSY(32.4O):
EXT WALL9 OP3r.9- 2(55 + 4O):
tNT WALLS 2.O2+7. 4(-.5)(32+4O):
8.53
12,6Q
13.68
3.O3
Wt:
38.O
67.2
6.52
9EISMIC DISTRItsUTION
67.2 l= ?OG 6.5
F eJW p, :O.2- O.7" 3De-I*W 7: O. I 26
F p/Wr :O,4* O.7*Ses^I*W,,": 0.252
9IjEAR WALLg DIAPI-iRAGMS
VwhDwhLEVELhWh sr.Xw,Xfr/Ew,rdw?*lP,
e7a229.2 t8 525.6 3.7E 29.2 o.t29 o.t29 3.78
3B.O to 34O.3 2.74 6.52 G7.2 o.o97 o.t26 4.79
Fleoirl;rFi<*td*11${USTd-..nt'"Frintingteroic* r-a{ri'Siiii-{..347 /VE:l?g,lnir.P.{.Jd,cr.uglt.iJHO34ae }ivsj.rretirj.c{jnr flet IJi: G 1433C.J:;'0
JARNOT ENGINEERING, INC.
254r4-t27th St, SE
M0NROE, WA98272
PH. t3601 863-1831
FAX (3601 863-1481
JOB SAND DMGON 07-06-t02
SHEET NO.OF
CALCULATED BY MEI
CHECKED BY-
o7-ot-o7DATE
DATE
SCALE
REDUNDANCY
A2=j/r'Q:
VoVsl
l28O At:32.40+20.2-23:
Lw Perrmeler
1745
Lrne bays
a,t
t,3
o.50
o.50
89
89
29.O
t 6.o
Y
Y 4.O
Redvndancy Check a
Redvndancy Check b
ZLw:45.O
Mrn wall; 16.0 > h :> com?heE
Mn bays >2 ComVles Overall: Comphes
Lrne VoVsL Lw Penmeler Days
2.4,
2.8
o.5o
o.50
.49
Aq
27.O
25.I
Y
Y
6.8
a2
Redundancy Check a:
Redvndancy Checkb:
ILw: 52.1
Mrn wallr 25.1 > h comphes
Mn bays >2 --> Comphes Overall: Comgles
Lne V2 VoY
1
VoVsl Lw ?enmeter tsays
.2
t.E9
o.oo
1.89
o.32 2.76 0.42 32.O
o.50 1.36 0.2t 17.9
o.t E 2.39 0.37 27.O
>t*:@
Mrn wall; 17.9 > h :> corn?he5
Mn bays >2 :> Compltes
Y
Y
Y
7.1
4.O
6.O
Redvndancy Check a
Redundancy Checkb Overall: ComVhes
Lrne V2 VoV
1 VoVsL Lw Penmeler Bays
.A
.ts
.C
t.89
t.a9
o.oo
o.37 2.O9 0.44 26.4
o.5o 3.26 0.50 7.9
o. t 3 0.36 0.06 2.7>w:ffi
Mrn wall; 2.7 Vo Reducion:
Mn bays < 2 :> Does noL comply
Y
Y
Y
5.9
I,B
4.6
Redundancy Check a:
Redvndancy Checkb:
o.o7
Overall:
<.33 ComVhes
Comples
Nvmbered Lrnes: p:
LeLtered Ltnee: p=
r.oo
r.oo
Fieord6rl-;dnf'itlls{UiT€,lS'*FrinfhrE'rrvi{e l-aiF)-et.j-{irtz;'IVFBS.,o!r.P.r,riir,Eug,r.Nt't34ti,! !'r,1i*ii€t,:c.nn ilel Hi: Li 1433C0:i7C
JARNOT ENGINEERING, INC
25414-t27th St. SE
MoNROE, WA98272
PH. (3601 863-1831
EAX {3601 863-1481
JoB SANn nRAGON 07-06- lo2
SHEET NO.
*
OF
CALCULATED BY FTJ DATE
DATE
o7-ot -o7
CHECKED BY-
SCALE
uNr 2.1
F-
wvttr:
t-L_
v.:fl1=
t.B9
2.65
L70
29.O
65
P= LOO TYPE: P
H=A
<240 <:WALL TYPE I
vw:WL: 9 |
Deaqn:O.7v: 64 <24O
T61-5:vrH: O.52
T61-yy:vy7H: O.73
E' (.6-. t 49os) DL: (.6-. t 43ps )W(Lw/z+ -Lo):
W: .6 DL:.6W(Lwl2+-Lo): O.74
W:6".O15+.06: O.t5
Lw: lO.5 Lo: 3.O
E: UVhft.: -O.O7
W; Uplrfl: -O,O I <-
WALL TYPT I
o.59
LINE 2.3
tr-
Wurru:
t_L_
v.:f/l:
|.q,q
oaEL,OJ
t.70
t 6.o
ll8
P= l.OO TYPE; P
H-o
<240 <:WALL TYPE I
vw:WlL: | 65
Deaqn:O.7v: I 16 <24O
Te1-s:vsll: O.95
Te1-y7:vynlj: 1.32
E: (.6-. I 43og) DL:(.6-. I 496 )W(LwlZ+-Lo): O.5O
W: .6 DL:.6W(Lw/2+-Lo): 0.63
W:6.,O l5+.06: O.l5
Lw: O.O Lo: 3.O
E: UVlttt: O,45
W: Uplrft: 0.69 <
WALL TYPT I
FiecrrlrrrFrcrrf'tEl]S*UiT$ffijrrintingstruire 1-aOJ€aiJ-$-1?7 AJEES,inr.F.i1lJrioriilqh.Nl-jil34{e i.r'iq.!idb!.r.r7i Fiei. l.,Jar aj 143:10t2;'o
9AND DMGON 07-06-t02JARNOT ENGINEERING, INC.
25414-L27th St. SE
MONROE, W498272
PH. {3601 863-1831
FAX (3601 863-1481
JOB
SHEET NO.a OF
rTJ DATE
DATE
Q7-Ot -O7CALCUL/TED BY
CHECKED BY-
SCALE
LINE 2.4,
E_L_
Wvttt't:
t-L_
v":fll:
P= I'OO
<240 <:
P= l.OO
TY?E: 7
TYPE: 7
WALL TYFE I
l-l: I
H:B
t.89
rno
2.06
27.O
/U
vy1--WlL:77
Deaqn:O.7v: 54 <24O
T61-g:vrH: A,56
Te1-y7=vy7H: 0.62
E' (.6-. I 45ps) DL:(.6-. I 45os)W(LwlZ+-Lo): O.39
W: .6DL:,6W(Lwl2+-Lo): O.5O
W:6..O15+.06: O. l5
Lw: 5.O Lo: 3.O
t: Uplfii: A.l7 <
W: UVltt: O.l?
WALL TYPE I
WALL TYPE I
LINE 2.8
c_L_
vvMlN-
t-L_
v":l/l:
r.89
t.o?
2.O8
)qt
75 <240 <:
vw:WlL: 03
Deaqn:O.7v: 5E <24O
Te1-6:vel1: 0'60
Te1-y7:vy7F1: 0.66
E: (,6-. I 43Ds) DL:(.6-. t 43ee )W(Lw/z+-Lo): O'32
W: .6 DL:.6W(Lw/2+-Lo): A.4l
W:6..O15+.06: O.l5
Lw: 3.O Lo: 3.O
t: UVlft: O.28 <-
W: UVhft.: 0.26
ShorL Seqment shearwallg (<2: I asVect raio lor seamc loads)
Lnh1.Lvh/2wvDEe
WALL ryPE I
3.O B.O t .89 25.1 75 1.33 lO0 <240 WALLTYPE I
fleortli:r i'rr*ri N!$5 CUiT&&i"irriirt rg seayice j-dit)-eajii'te!7 ly't?s, tn.i. Periiilo,a(r,jh. Nli 0!45.ii +,^s*,.nEhs.r.xir Fl.:i. I'lr: {i i431t002/O
JARNOT ENGINEERING, INC.
254r+r27th St. SE
MONROE, WA98272
PH. {3601 863-1$r
FAX (36018ffi-r48r
JOB 3AND DRAGON 07-06-t02
SHEET NO.I€t OF
CALCULATED BY R-J
CHECKED BY-
DATE
DATE
o7-ot -o7
SCALE
LINE I .I
e- a-aL- L, / O
W: 4.36
\At a a tvvMlN- L,o t
V: 4360
v: 136
Aa-.,-
p= l.OO T\fE: P
L: 32.O t1: I
t36 <t90
<240v":f/l: EG
vw:WlL: 136
Deaqn:O.7v: 95 <24O <:
T61-s:vrll: O.7 B
T61-y7=vy7ll: I .23
E: (.6-.143e)DL:(.6-. 1456)W(Lw/2+-Lo)= O.52
W: .6 DL:.6W(Lwl2+-Lo): 0.66
W:4..O I +.06: O.lO
Lw: 16.0 Lo: 3,O
E: Uphft: 0.26
W: Uplt*.: O.57 <
FO5T5 0.K.
WALL TYPT I
WALL TYPE I
PO9T9 0,K.
WALL TYPT I
WALL TYFE I
UNT I.?
E: t .36 p= l,OO TYPE: P
W: 2.51 <-
Wvrru: l.8O
v: 25 to L: t7,9 n-- I
v: l4O
AB: v: l4O <l9O
v":f/l: 76 <24O
vw:W/L: | 40
Deaqn:O.7v: 9B <24O <=
f 6n-e:vsl1: A.69
Te1-s7:vy7H: I .26
E' (.6-. I 49Dd DL--(.6-. I 45se )W(LwlZ+ -Lo): O,28
W: .6DL:.6W(Lwl2+-Lo): O.35
W:4'.Ol +.06: O. lO
Lw= 5.7 Lo: 3.O
E: U7hft.: Q.4l
W: Uplttt: O.9 I <-
4
Dre4on
iiei. i!o: fi 143itCC27CBeorJrrt;oml{lBSeugT|FM"'t}.iriti[giervir* i-a{r]re86,ti3;7 NtfJS,ln..irei*ri,oriardr,r{Hil34!i; i.rLv,./-!iEbr:.6rii
Late9l
t6tr 5AND DRAGON o7-o€,- I 02JARNOT ENGINEERING, INC.
254I4-L27th St. SE
MONR0E, WA98272
PH. (3601 863-183r
FAX {3601863-1481
SHEET NO.tt OF
CALCULATED BY FIJ
CHECKED BY-
o7-o t -o7DATE
DATE
SCALE
LINE I .3
E= 2,39 9= I 'OO TYPE: P
W: 4.33 <
WvrrN: 2,59
V: 4330 L: 27.O 11: I
.,_ t a^v- I bL/
AB: v: 160 <l9O
v":f/l: O9 <24O
vw:ML: I60
Deaqn:O.7v: I 12 <24O <:
T61-6:vrl1: O.OO
T61-ry:vy7ll= 1.44
E: (.6-. I 43p) DL:(.6-. I 43og)W(Lil2+-Lo): O.45
W: .6 DL:.6W(Lw/2+-Lo): O.57
\M:4..O I +.06: O.lO
Lw: l3.O Lo: 3.O
E: Uphft: O.35
W; Uplrft: O.B7 <
PO5T5 O,K,
WALL TYPE I
WALL TYPT I
PO9T9 0.K.
WALL TYPT I
WALL TYPE I
UNT I.A
E-aaa
W: 3,54
Wr,,rtr.r: 3'52
V: 3540
v: 134
AD: v:
ve=flL-- I lo
L: 26.4 t1: I
134 <t?Q
P= l.OO
<240 <:
TYPE: P
vw:W/L= 134
Deaqn--O.7v: 94 <24O
Te1-6:v"l-l: O.99
T
-.,
H-I p1-yy: VyTf'l = | .2 I
E' (.6-. I 43e) DL:(.6-. I 45os )W(lwl?+-lp): O.22
W: .6 DL:.6W(Lwl2+-Lo)= 0.26
W:4..O I +.06= O. lO
Lw: 3.4 Lo: 3.O
t: Uphtt: 0.76
W; Uphft= O.?2 <
thorl Seqment shearwallE (<2: I aspect rabo lor eesrntc loads)
LnhELvhlZwvDEs
9 2.89 2G.4 r O t .32 145 <240 WALLTYPE I
4
Bear4s;FrcmNEllSlUSTl.ftt'ilr;rrtinsservire l-8ar0-3ta-&:27 Nffi-c,lnd.P.ii.jri')neu9li.NHC3454 fJ'rr'r.neh:;.c.jri,q.i fJe: ti 143i1.Jrif?0
JARNOT ENGINEERING, INC.
2541+t27th St. SE
MONROE, WA98272
PH. 13601 863-18s1
FAX (360) 863-1481
JOB SAND DRAGON 07-oG-t02
\4
SHEET NO.OF
CALCULATED BY FTJ DATE
DATE
o7-o t -o7
CHECKED BY
SCALE
LINE I ,ts
E--
Wvttt't:
3,lb
3.89
4.67
4674
p= t.OO TYFE: P
t_l-ad H- aI .J I I- J <3* 3385.6
U1ET.1ff WALL AT TYPE I :> I 096#
WITIJ PO5T5 IN CANT
LINE I,C
E= 0.36
W: l.O5
WvrN: L l5
V: I l5O
P= l.OO TYPE: P
< 2* 3345.6
PO5T5 IN CANT
gHEARWALLTYPE I 7/16" APA; 8D @ 6' O.C. EDGE; l2' O.C. iELD
BLOCK FANEL EDGE9
Fteorcsrtro*f.liffsCU5T*'fu1'';:rintlngr:rylat t-6txi-i!66'tjGra;'l/!f:*:,lrx].F.rt!:ri,n'o!oli,tf'-itt4ie r-.ivs,r!diri:iqiii!iiai- t{or & 143300!70
JOB SAND DMGON Q7-Q6-t02JARNOT ENGINEERING, INC.
2541+727th St. SE
MONRoE, WA98272
PH. (3601 863-1831
FAX {3601 863-1481
r3
SHEET NO.OF
rTJ o7-ot-o7CALCULATED BY
CHECKED BY-
DATE
DATE
SCALE
VTRTICAL
Posts Conf,rbubon af, bne I .B
tr.lc'
E:
Fut
k:
h:
b:
d:
LDf :
Tyve:
/ 75Q psr
lTOO ksr
/ 650 pst
o.6
I ft,
5.25 n
5.5 n
/.6
Ppr+rn: Io-20'5+2- lO" lO:
PsNow+rrn: I O- 20. 25 + 2* I O. 4a:
My71xp:9'(4' I 6- l'9Y6:
l.2 k
5.A k
3.39 ft-k
G (S:sawnlumber,G=qlulam,P=rovnd ?le,M:machneEtea)
Compresaon:W'
3: 26.47 n3
Fo: 2640 7st
fcrt: 28BO psr
fb(W+f): t537 psr
tb(Wl7+f): 768 .sr
tc-
le/d=
-t_U_
Itrr:
F-I cE-
tcflt c-
Et_
t.(912):
fc (9):
?5QO psr
t 5.7
o.9
o.4t6
2B0O gst
t.o20
2157 Vsr
28,88 n2
142 psr
242 Vsr
F""=K-7'E/(lJd)
r' ": r" J( t + r el r' J 2 c' -t( l + r d 7 J 2 d2 -r df J clo's )
lnterachon: (tJ7')2+Urlb(t4Jrd)l
W+912= 0.62 < l.O OK
5+Wl2= O.33 < l.O OK
4-PLY zXG P,T. GLB (GRUTN-WALD)
Tole Footnq
d: NZ( t +\l( t + 4.36h/ A))
A:2.34?13tb
Foohn4: fsorr_=
b:lF/tuo,,l.zar=
2.OO
2.t t
o_t-
a'+
7.O
p-t-
h--.2. I O:
b:
).u,
q,
a_Jl-
)-
266 tb
I,B TT
2,OO tt
3.50 lt
4OO Vsl (base value)
467
o.722
r.60 fb oK 24' DIA x 3'-6' DP
BeordorFr<rnNEBS€elsT{'t*'"F.!*tiFsssnice 1-Eril}-e!16.6.j27 i/€,-is,,n..P.:i.jrlrororit,r.NiJ0:1.15e ?r,vi{.r*b;j.crxi ftei Nrr: L: 1433CO:l7o
JARNOT ENGINEERING, INC.
25414-t27th St. SE
MONROE, WAgg272
PH. (3601 863-1$r
FAX (3601 863-148r
CALCULATED BY FTJ
qANN NR 07-oc- t 02
SHEET NO.l+OF
DATE
DATE
o7-ot -o7
CHECKED BY-
SCALE
PosLs Contlbuion at Ltne I .C
Ftct
F.
Fv,
k:
L,il.
b:
d:
LDF:
1y?e
/ 75O Vsr
/7OO kst
/650 psr
U.D
loft
5.25 n
5,5 n
/.6
p
-tt Errt E*(-rDL-'r,JIt.JJ-
p
- t I E+ I I EiaE-I SNOW- t t,J t t.J LJ-
Mwruo: lO- l.l5/4:
0.6 k
2.9 ft-k
G (S=sawnlumber,G=qlvlam,?--rcuna ple,M:machneraled)
ComVresston:W'
5: 26.47 n3
F'v: 2640 7st
Fcrt: 2332 Vsr
fbW+f): t3O3 7st
tv(WlZ+F)= 652 pst
tc-
le/d:
-l-o-
IYE_
tct
I cE' c
t"(9.12):
fc (9):
28OO pst
t7.5
O,9
o.4t8
2332 Vsr
o.833
l917 Vst
26.8E na
78 psr
135 pst
rcE=KvE El(tJd)
f'.:F
"l(
t + r dlr' )/ 2 c -tlJ t + r AF )/ 2 c\2 -r dF' J clo'ul
lnleractron: 6S7S2XSy'r1t_tSr*,1
W+3/2: O.5l < I .O OK
3+W/2= O.27 < l.O OK
4-PLY 2X6 P.T. GLts (GRUEN-WALD)
Pole Foott
d:NZ(t +t +4.36h/A))f oohnq: fsorr-:
O={Fltuo,,l .z os):
2.OO
t.5E
o_t-
lgu
3.9
A:2.34P/3tb
o_t-
h--.2- I O=
b:
d:
q,
C-Jl-
)_u-
zEE Ib
ztt
r.50 ft
3.50 lt
4OO Vst (base valve)
467
o.963
z.Ot ft OK 24' DIA x 24' DP
Freorder i-r:n f.llF5 {U.tTgfd*t}rir}tiilg 5tfl4&! r.6i{) 8tU-{i:!7 /VI-/JS, l1c. P.r,::ri,rirc(!{ji'. Nti ri54:e !.}:1i?.r!eb:j cori!Pat. Hr: G lqiiilc"trJf?O
gAND DMGON 07-06-t02JARNOT ENGINEERING, INC.
2541+t27th St. SE
MONRoE, WA98272
PH. {3601863-1831
FAX (3601 863-1481
t4SHEET NO.OF
rTJ o7-o t -o7CALCULATED BY DATE
DATECHECKED BY
SCALE
tsm I Purlrn
L; lZ
w:25-2:
d: 5.5
6'V
y,4:t 1uwL2=
V:w(VZ-d/t 2)--
lvrtt: I E
R:wV2:
ft
50
rn
tBa
o.ao
O,2E
o.30
LDF: 5
7lt
E: 1600
<llt5. O.72
<1.15. o.52
/t
ksr
" t .t5:O.95
6= o3o
2x6DFZ @ 24" oc
Bm ? End Ralters
L: 13.5
w:7.5*30:
ws:/.$*l$:
d: I 1.3
6'U
t, ,2lvl: /swL =
v:w(u2_d/t 2):
r - loarMlN- t J-
lruru(u-)= ?4O
R:wU2:
R1.;:wsV2:
ft
225
t 87.5
tn
240
C IQ
t.3l
t.52
t.27
LDF; 3
7lt
7tt
6u,V
< I .15. 4,48
<1.t5- t.69
356
356
GLB
b:
k:
t.o5
5.l3
I
lo
360 l3OO ksr
6:
6u-
u.5e)
o.30
2 zxt2nrz
Bm 3 Decktseam
L; 17.5
w:4*65:
wtr:4.60--
d: lO.5
6'U
M:tlawLz=
v:w(U7-dll2):
lrvru: 348
r - laalMtN(LL)- au.
R:wU2:
Rs-:wpt/2:
ft
260
240
rn
240
ooE
2.O5
2.28
2.tQ
N
ptI
vtf
6u:U 360
< t8.o3
< 5.92
E: \SOO kst
494
494
6=
6r-r-:
o.62
o-57
(2) 3/4 MB :> 3.OB O.K.
5- | lb x t o- | t2 GLB (PRE59 URT TRTATED)
Fleo{ti Do* ttl85 €tlsT€"ffi''l}riE}ting siflire 1-4('1.?BA.€i327 IV*S, Inc. P.i.jri,nE!ar:. hjH 0::4ta !..i!,r'.iBbi:.c(,!i Fei llo: G 1.13110ti2;'0
SAND DMGON 07-06-t02JARNOT ENGINEERING, INC.
25414-t27th St. SE
MONROE, WA98272
PH. (3601 863.1831
FAX (3601863-1481
JOB
SHEET NO.lVe OF
I lJ o7-ot -o7CALCULATED BY
CHECKED BY
-
DATE
DATE
SCALE
Uplft
Trtb areas:
frvsg ?osl:
End Post:
Corner ?ost:
A_ tn*a I E_n-tv at,J-
A:7.5* I O:
A:7.5.6.75:
2t5
75
5l
LUse I OOI
LUse 5Ol
lUse 50)
DL:5 psI
IOO gf
-tQ.6 +.6D:
-t5.2 +.6D:
-24.O +.6D:
Zone l:
Zone 2:
Zone 3:
AQ
-r2.2
-2t.o
50 sf
-|,t +.6D:
-16.9 +.6D=
-?6.O +.6D=
qt
-t3.9
-23.O
a:7.2/2:3.6
Zone2*Zone3
qn' -r?q
IOO: -12.2
-23.u
-2t.o IOO sf 50 sf
-t 2.2 -t3.9
-2t,o -23.OWZ:
t 2.o
2A-t J
(Truss)
Zonel*ZoneZ
-49 -ro3 -t t4
(End Rafter)
5Or -6.t
I OO: -7.6
-t3.9
-t 2.2 lOOsf
_74
-t2.2
50 sf
-B.t
-13.9W2:
lo.o
-43 -45 -53 -59
(Truss) (End Ralter)
Man Lruss vpltlt
Net uplrft : 5. ( t 2. 2. E + 7 . O. (2O- B)) +7 9- I + 43. (2O-O), 2 I 04
Cons approx oI upltlf, al qable ends - rfid ?osLg
P-AO't0+275'(2/ | 3.5+zle .5)=925 P 3(t t 4+23- I .5-59- t 3.9' | .5)'4:
w:59* 13.9'I .5: AO
275
(End Post)
Cons aVTrox ol up|it aL corners
-t 49
-EO wr:-59- 13.9. I .5:
wz:-l l4-23 I.5:
-BO
I ia
r3.3
-574 -7GC
(Corner PosL)
B.O 4.O
I 4.O
Br:oribrir<,raFllB$€US?6.fif'J:riritinE:erv,.e l-uC{l€aA-ejr;/ f,b-FS.ln{.F.:!ijriJnr.,!,{fi.NtjO34:ir n!i!.*€b!.c.rin ilEi f.Ji: G 1433Clt7o
1 9
t
Parcel #972904002,1120 55th St. Port Townsend.
Lot 3, Block 40, Montana Addition
Construction Detail Supplement
L. X'ans and Ducts
50 cfm fan in each bathroom and in laundry (see construction Detail plan)
100 cfm fan in kitchen (range hood, see Construction Detail Plan)
Exhaust duct material galvarrized or PVC pipe, rigid and flexible
20 cfm wall port in living room and all bedrooms (See Construction Detail Plan)
2. Fire Protection
Fire Blocking to 2006IRC building code
5/8" GWB (Type x) with 7" O.C. nailing between dwelling and garage on garage side
Smoke detectors in all bedrooms and second floor hallway (See Construction Detail Plan)
20 minute fire-rated doors between garage and dwelling
Safety Egress to building code through windows in all bedrooms
3. Sheetrock and Insulation
Sheetrock GWB %"
Insulation fiberglass material Roof R-38, Exterior walls R-21,
Slab insulation R-10 over 6 mm polythene vapor barrier
4. Footing Drains
4" perforated pipe, filter membrane to surround bedding and pipe
Bedding 4" gravel surrounding pipe on all sides, placed I' beyond outside of footing
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Parcel # 972904002. 1 100 55s St. Port Townsend. Prepared by Stephen Hockaday, January lt, zoo7.
Grading Plan
Scale l" :20o
Extracted from Street Developmenr permit SDp06{66, plan CzA
Prepared by Maclearnsbeny Engineering p.S. October 3, 2006
.>
{t.
NIN
2F
JJI
3
u
?a
.a
b{AQ EA
8
4#
96'
\,AL
AR.EA
\t
3
7.
9>
AI
,*id
oe
5g
tN (,
Notes:
l. Area to be filled lies to the north and east of the 97' contouro and will be filled to 97.0, level.2. Compacted clean granular pit run with marcimum l" minus diameter rock fill to level 976' orabove in areas L and R, with cut as necessary to achieve minimum 6. depth fill.3. 0.0' to 2-0' retaining wall located as shown with 2'k 12* &2"x 6,, boards attached to4"x 4"x12'posts on 8'0" centers (typical); all foundation quality treated lumber.
,..f,I
City of Port Townsend
Development Services Department
250 Madison Street Suite 3
Port Townsend WA 98368
(360) 379-5095 FAX (360) 344-4619
MEMO T)L->of * l('{q '
TO:Patty Voelker, Finance#FROM
DATE:
CC
RE
Scottie Foster, DSD
Stephen Hockaday
February 12,2008
Refund for BLD06-005
On January 16, 200, Stephen Hockaday paid $5539 .21 for a Building Permit for a
duplex and a Land Use Permit. The duplex was never built.
Therefore, please refund $5,381 .71to Stephen Hockaday: P.O. Box l372,Port
Townsend,WA 98368. A copy.of the receipt, showing the old trans codes, is attached.
{'-',City of Port Townsend. .,' De.-*\rpment Services
250 ,,idison St. Ste 3
{_i I
Port Townsend, t{A 98368
********************tt**t*******:i*******
ResS */Rcpt*: 003-00007581 [ hl ]
Accounting Date: Tue, Jan 16, 2007
Date/time: Fri, Jan 12,2007 4:51 PM
*********x*****************x************
20lORESIDENTIAL
Ref fl:
Fee Amount: $2,094.66
2OOORESIDENIIAL BUILOING PERMIT
81006-00,
Ref S:
Fee Amount: $3,222.55
2OOORESIDENTIAL EUILOING PERI4IT
Ref S
Fee Amount: $47.00
zOOsSTATE ELOG CODE FEE
BLoo6-oou Y
Ref S:
Fee Amount: $4.50
2200H0USE NUI.iBER t1
81006-00U t
Ref S:
Fee Amount: $3.00
sss2REcoRt)s *rtr*ll3l{13p.^/
tU(?gDcoab
YJf**,\,
0( sF /r
4
Ref $:
Fee Amount: $10.00
21 I5SUEDiVISION/SHORT PLAT
LUP07-005
Ref S:
Fee Amount: $150.00
9992RECORDS RETENTION/MGI,IT
LUP07-005
Ref f:
Fee Amount: $7.50
Total Oue = $5,539.21
***************************+************
Payment [)ata:
PmtS :1
Payer : H0CKA0AY/KAIGHN il1560
Method: CKAmount = $5,539.21
**********x********;t*******************+
Receipt Summary
****tr********x************+**f ****r****
Total Tendered = $5,539.21
Tota'l Due = $5 , 539 . 21
Chanse Oue = $0.00
********t***************t********t***t**
Thank You!
***t****f *************************t*****
,1 a
Receipt Nunter:ffiffiffi
BLD07-149 972904002 Plan Review Fee $2s.00___$3{g
Total: $25.00
$o-oo
KCHEC r08 $ 25.00
Total $25.00
genprntrreceipts l%ge 1 of 1
''\ of Port Tonnsend
-', c loprnent Serv ices
- 250 Madison St. Ste 3
Port Townsend, llJA 98368
*********tt*+*f *t**********i(****:i(,t******
Regs t/Rcpt*: 003-00007581 [ tll ]
Accounting Oate: Tue, Jan 10, 2007
Date/time: Fri, Jan 12, 2001 4:51 P|4
*******(t**********************f ****X***
20lORESIDENTIAL PLAN R
B
Ref s:
Fee Amount : $2,094 ,
2OOORESIDFNTIAL BUILDiNG
Ref S
Fee Amount: $3,222,
2OOORESII]EI'ITIAL BUILDING P
s:
Fee Amount: $47
2OO5STATE BLDG CODE
B
Ref *:
Fee Amount: $4
22I]OHOUSE
Ref S:
Fee Amount: $3.
g9g2RECORI}S RETENTI
211
ggg2RECORDS RETENTION/MGHI
LUP07-005
Ref *:
Fee Amount: $7.50
Total Due $5,539.21
x**:t**xt***t**********
Payment Oata:
Pmt$ :'l
Payer : H0CKADAY/KAIGHN s1560
Method: CKAmount = $5,539.21
***********t**************+*************
Receipt Summary
*****:f ******tr(*********************+****
Total Tendered = $5,539.21
Tota'l Due = $5,539.21
Change Due = $0.00
****t****t****X(*t*****x***********t*****
Thank You!
***x***********X(***************f *x******
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Qo*rf App #
DateIrsned
EqrhationDate
Re-isrue Dats
Date Closed
Lact Astion
Site.Ad{1cs
krjectNeme
-TECH
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a
Receipt Nunber, mmW
BLDOT-149
BLDOT-149
BLD07-149
BLDOT-149
BLDOT-149
BLDOT-149
BLDOT-149
BLD07-149
BLDOT-149
972904002
9729040A2
972904042
972904002
972904002
972904002
972904002
972904002
972944002
$3.00
$1,660.15
$100.00
$150.00
$1,079.10
$150.00
$4.50
$33.20
$10.00
Total:
$3.00
$1,660.15
$100.00
$150.00
$r,079.10
$150.00
$4.50
$33.20
$10.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
Site Address Fee
Building Permit Fee
Energy Gode Fee - l,lew Single Famil
Mechanical Permit Fee per Drelling
Plan Review Fee
Plumbing Permit Fee per Dwelling L
State Building Code Council Fee
Technology Fee for Building Permit
Record Retention Fee for Building P
$3,189.95
07-0991
CHECK
1111512007 Plan Review Fee
5003
Total
$25.00 BLD07-149
$ 3,189.95
$3,189.95
genprntrreceipts l%ge 1 of 1