HomeMy WebLinkAboutBLD07-141)
BTJILDING PERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-s09s
Project Information
PermitType Commercial Miscellaneous
Site Address 419 KEARNEY ST
Project Description
New canopy for ATM on west side of building
Permit #
Project Name
Parcel #
BLD07-141
991403601
Names Associated with this Project
Type Name
Applicant Washington Mutual Bank
Owner Washington Mutual Bank
Contractor Hawk Building
Contact Phone #
License
Type License # Exp Date
Sam Atkins (42s)402-1818 STATE HAWKBCr03Or2t23t2007
Fee Informution Project Details
Entered Bid Valuation 15,000 DoLt
Project Valuation
Building Permit Fee
Plan Review Fee
State Building Code Council Fee
Technology Fee for Building Permit
Record Retention Fee for Building
Permit
$1s.000.00
251.25
I 63.3 I
4.50
5.03
10.00
Total Fees $434.09
*** SEE ATTACHED CONDJTIONS **"
Call 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commencedo or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this pemrit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify
that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify
that I am the owner of the
Date lssued
Issued By:
12/19t200'7
SFOSTER
Print Name
of the owner
)
l
BUILDING PERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-s09s
Project Informution
PermitType CommercialMiscellaneous
Site Address 419 KEARNEY ST
Project Description
New canopy for ATM on west side of building
Permit #
Project Name
Parcel #
BLD07-l4l
991443601
Conditions
100. Special Inspection required for high strength concrete and placement ofreinforcing steel
105. Special Inspection required for field welding ofstructural steel. Special Inspection reports shall be copied to the
Building Department.
Call 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commencedo or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify
that the information provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify
that I am the owner ofthe property or authorized agent ofthe owner.
Date Issued
lssued By:
l2/t9/200'7
SFOSTER
Print Name
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CITY OF PORT TOWNSEND
PERMIT ACTIVITY LOG
DATE RECEIVEDPERMIT #
SCOPE OF WORK:
DATE ACTION INITIALS'7- tq - o-r ENTERED INTO CHET
CA - to Planning - No evidence
CHECKED FOR COMPLETENESS
n-7-M-b-7 (h L/,d-fanrt 8/r,la h znJ*>rvn ' r4.tnt onJ J^{oltt-aAnl*tt )-ry> dlEJ /w,a,t'A 07,f
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l-I
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DATE
OF
M
FOR
MESSAGE
TO SEE YOU
PHONE/
MOBILE
TELEPHONED
RETURNED YOUR CALL
PLEASE CALL
WILL CALLAGAIN
CAME TO SEE YOU
Thomas L. Aumock
Consulting Fire Code Ofticial
2303 Hendricks Street, Port Townsend, WA 98368
(360) 385-3938 Email: taumock@cablespeed.com Fax: (360) 344-4604
TO:
DT:
RE:
CC:
PLAI\ REVIEW MEMORANDUM
Plans Examiner, City of Port Townsend Development Services Department
29 hrly 2007
BLD07-141, Washington Mutual Canopy
Mike Mingee, Fire Chief, East Jefferson Fire & Rescue
I am in receipt ofthe set ofplans for the above-referenced proposal from your office.
The above-reference proposal was reviewed by this consulting fire code official, with the International
Fire Code [I.F.C.], 2006 Edition and Washington State Amendments, and applicable N.F.P.A. standards.
The following constitutes this plan examiner's findings and determinations based upon the plans of record
submitted.
Findinss & Determinations:
1. The proposal was reviewed as a stand-alone canopy with a total of 70 square feet of fire area with
assumed Type II-B construction classification. The canopy is associated with the Washington Mutual
Bank facility.
2. An automatic fire suppression system (sprinklers) is not under I.F.C. Section 903.
3. A manual fire alarm or automatic fire detection alarm systems is not required for this occupancy
under IFC Section 907ofsaid Code, and;
Any other applicable or relevant sections of said Code not covered herein shall nonetheloss apply to this
proposal.
t hours time was logged in the review of this proposal, including site inspection.
C:\Documents and Settings\Tom\My Documents\Ilusiness\City Confract\Plan Review & Correspondence\E}LD 2007\BLD07-141 WaMu Canopy.doc8/3/07
iE DCI E,NCINEERS J. Mark D'Amato ' Gu)/ A. Conve/s,ano
Elizabeth A. Jensen . Roger L. Heeinga . Mark D. Aden
Harry Jones Il . Troy E. Bean . Tom C. Xia, Ph.D.
Richard L. Hemmen . Gtant C. BuckinghamD,AMATO CONVERSANO INC.
WAMU ATM Cover - Port Townsend
4I9 Kearney St.
Port Townsend, WA 98368
Structural C alculations
$l o
| !:):
Prepared For:
Phoenix Planning and Construction Services, lnc.
13-Jul-07
07-31-057 8{, 07-31-074
400 SW 6m Avenue, Suite 605 . Portland, OF.}72O4. Phone: (503)242.2448 . Fax: (503)242.2449
Bellevue Spokane Everett Portland San Diego
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subject LaAb \NPur BY AbT
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DCI EI{GI.\EERS
D,AMATO CONVERSANO INC
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DCI'tr, l'.TCI N tr,tr,RS Project #
Proj. Name
Page#
o7-rvo14
Mrrutl AfM 6ovar '?ortln|cd
2 Date: 7/ lt/ O7
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D,AMA:TO CONVERSANO INC
' 400 SW 6th Avenue, Suite 60 5 * Ponland, Oregon 97 204
. Phone: (503) 242 - 2448 * Fax: (503) 242 ' 2419
WIND DESIGN - METHOD 2 PROJECTED AREAMETHOD<UBC DESIGN AS PERMITTED BY
TABLE I6-F-WIND STAGNATION PRESSURE AT STANDARD HEIGHT OF 33 FEET
Basic wind rp..A =FGiI-l Qs=16.4 psf
B
I*=1.0
EXPOSURE
Wind Pressure Profile
Co=2 Wstructure less then 40ft
c"P:C "C Q ,1,,
0-15
20
25
30
40
60
80
0.62
0.67
0.72
0.76
0.84
0.95
1.04
peak roofheight
roofplate height
Foundation
TotalWind Shear=
Maximum Width=
14.28::plf ,,
15.35 psf ,
20.25,
35
30
25
7
l5
10
5
0+ 10.0 fi
+ 10.0:ft
datum
10.0 15.0 20.0 25.0 30.0
P (psf)
Lateral Wind Load
TotalWind S
3 wind 85 100 110 120 130 140
wind 70 80 90 100 ll0 t20
Pressure q, (ps|12.60 16.40 20.80 25.60 31.00 36.90
1.3 fr
trib/ level 0-15 <20 <25 <30 <40 story wind
shear vw13.2 psf 14.3 psf 15.4 psf 16.2 psf 17.9 psf
Roof 1.2ft 0.0 ft 0.0 ft 0.0 ft 0.0 ft
8.5 ft
=
DCI tr,NGINE,tr,RS
D,AMATO CONVERSANO
4UU SW 6th Avenue, Suite 605' Pot'tland, UreSon 97 2U4
Phone: (503) 242 - 2448 * Fax: (503) 242 - 2449
Project # :
Proj. Name :
Page#:
Engineer:
a-1-44
WAi!1U AfM Cwar - ?q*fo*verdNCtDate7/ tt/ 07
toJ
r8C2003, EARTHgUAKE LOADS - SECTION 1615
Soil Site Class: D . ref' soils report:
Response Spectral Acceleration (0.2 sec) = 1.310 g
Response Spectral Acceleration (1.0 sec) = 0.416 g
Site Coefficient F, = #DIV/O!
Site Coefficient F": 1.52
' Max considered Earthquake Acc. Sys: FuS, #DM0!
Max considered Earthquake Acc. Sy1 : F 51 = 0.73
@ SVoDamPed Sp5 = 2/3(Sys) #DMOI
Design Se1 :2/3(Sy1) = 0.484
ESAIVALENT LATERAL FORCE PROCEDURE
Building Structure Type: Inverted Pendulum Systems
Basic Seismic Force System: Cantilevered column systems
DEFAULT SOIL CLASSD
Figure 1615(l), I6l5(2) or Zipcod lookup at
USGS ZIPCODE LOOKUP
tBcTABLE 1615.1.2(1)
TBCTABLE 1615.1.2(2)
tBC Eq. 1&38
IBC Eq. 1639
IBC Eq. 1&40
IBC Eq. 16-41
IBCTABLE 1604
sEcTloN 1616.2
rBC TABLE 1616.3(1)
tBcTABLE 1616.3(2)
tBc TABLE 1617.6.2
ASCE 7-02 TABLE 9.5.5.3.2
0.75
lBc TABLE 1617.6.2
ASCE 7-02 Eq 9. 5. 5. 3.2-1
Building Use Classification: II - ALL OTHER STRUCURES
Seismic Use Group: I
Seismic Design Category for 0.2 sec: #DMO!
Seismic Design Category for 1.0 sec: D
Sl < 0.759 Note a, does not aPPIY
SDC: #DMOI control exception 1616.3 does not apply
Diaphragm Type: flexible
Structure Type: All Other Structures
Building Height = 10.0 ft Height Limit =
Approx Fundamental period, T" = Ct(hn)" =
0.8Ts= O.8(SpliSps)= #DIv/o!
Is structureRegular&< 5 stories ? yes
Response Spectral Acc.( 0.2 sec) Ss: L.310 g
Response Spectral Acc.( 1.0 sec) Sl = 0.476 g
@ So/oDamped Sos = 2/3(Sys) = l-23
Design Sp1 : 2/3(Sy1) = 0.48
Response Modification Coef. R = 2.5
Over Strength Factor Wo : 2
ImPortance factor IB I
Seismic Base Shear V: C,W
C,:
Site Coefficient Fo: #DIV/O!
Site Coefficient F,: 1,52
Ct: 0.02
R/IB
35 ft
0.1L sec
#DIViO!
= O.492
= 1.720
= 0.054
(R/rE).7
IBC Eq. 16-40
IBC Eq. 16-41
lBc TABLE 1617.6.2
IBCTABLE 1617,6.2
IBCTABLE 1604.5
ASCE 7-02 TABLE 9.5.5.3.2
ASCE 7-02 TABLE 9.5.5.3.2
ASCE 7-02 TABLE 9.5.5.3.2
ASCE 7-02 TABLE 9.5.5.3.2
or need not to exceed, C. =
Min C, =
Use C, =
besign base shear V =
=
DCI T, I\TGI NE,E,RS
INC
Project #
Proj. Name
Page #
bnglneer
o7-1-O74
WAJtltl AfM Cwar '?qtofunserd
NJ
D,AMATO CONVERSANO
40U SW 6th Awnue, Suite 605* Portland, Uregon 972U4
Phone: (503) 242 - 2448 + Fax: (503) 242 - 2449
ELEMENT LUMP
WEIGHT
LINE LOADS AREALOADS # Pcs WEIGHT
LENGTH LNIFORM AREA WIFORM
Ceiline 32 sq-ft 0.9 psf I 28 rb
l/2" Plates I sq-ft 20.4 psf 4 8t tb
Roofs 0eft. risht. center)52 sq-ft 0.9 psf 1 46 tb
Blockine 2 so-ft 0.9 psf 6 1l tb
6ft Ribs 7 sq-ft 1.8 psf 7 92 tb
6ft Display Frame 9 sq-ft 1.8 nsf 2 33lb
6ft Disolav Window 7 sq-ft 0.8 psf 2 l1 tb
6ft Lieht Mount 15 sq-ft 1.8 psf 2 55lb
8ft Frame 16 sq-ft 1.8 psf 2 57 tb
8ft Display Window 9 sq-ft 1.8 psf 2 33 lb 12.7 pst
8ft Lisht Mount 19 sq-ft 1.8 psf 2 67 rb
Comer 4 sq-ft 0.9 psf 4 15 lb
Ceilins Hieh Int 13 sq-ft 0.9 psf 2 23 tb
Misc. Equipment 150 tb I 150
701Ib
CANOPY LOADS
Dead Load
Lateral Seismic Load
Total Building Weight for Design =>
Wind Base Shear vs. Seismic Base Shearffitl'l
Seismic Controls
Design Base Shear= 345#
distributed
weight
;::1,il:::'.Ti::T=
TotalSeismic
Live Load
345 #
Snow Load (S)25 psf
Load Cases
1.2xD + 1.6*3
1.2*D+1.3*w*+.5*s
1.24,D+1.3*Wy+.5*S
1.2*D + 1.O*EQ*
1.2xD + 1.O*EQ*
.9*D + 1.3*W,
.g*D + 1.0*(.2*D*sDS)
<-- Wind Uplift
<-- Seismic Vert. Accel.
4AN -P Y $oD Vt --
v r..( 6\6
\A)
IB
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2A'
l9
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tsxe
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6120107 15:12:27sAP2000
SAP2000 v10.0.0 - File:0731057 Canopy 06019007 - 3-D View - Kip, in, F Un its
)(,
SAP2OOO 6120107 15:10:34
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SAP2000 v10.0.0 - File:0731057 Canopy 06019007 - Deformed Shape (1.2D+1.6S) - Kip, in, F Units
=
DCI.tr,NT(] I T{tr,tr,RS
D,AMATO CONVERSANO INC
400 SII/ 6th Avenne, Suite 605* Portland, Oregon 97204
Plrcne: (503) 242 - 2448 * Fax: (503) 242 - 2449
o7-1-O74
WIIAU l(M Cwer '?q+fmvetd
7 Date: 7/lt/O7
tvJ
Project #
Proj. Name
Page#
Engineer
Column Design
Cantilever Column Analysis
. neset ro iriir,ur Uiris I un1" l!j!lin-.!Jli
for Frame Obiert 3 (H556X6X.rB?5)
Worst Load Case in Longitudinal Direction:
1.2*D + 1.3 W_ + .5*S
P: 1.63 kips
Try:HSS6x6x3/16
A: 4.27 n/2
S*: 7.93 l.;l,n3
F5 46 ksi
Interaction:
l 63 kips
O5* 427:ta'246ksi
12.53 kip in
05 - 293 in"3 - 46 ksi
M: 12.53 kip in
+0.0711 <1.0
OK
USE:HSS6x6x3/16
USE: Beyeled weld + 3/16" fillet to develop HSS to top and bottom plates.
a )
DCI'LifiC; I FJ [:i[iRS
l),AM.A'TO CONVERSAN()
400 SW 6lh Avenue, Suite 605r Poriland, Oregon 97204
Phone: (503) 242 - 2448 | Fax: (503) 242 - 2449
Project #
Proj. l.iame
07-wO74
WAMU AfM Cwer '?rt'(o'unsenAINCPage#: B
Engineer:.
Date '7/tt/ o7
tvJ
Golumn Base Plate - Moment Desion LRFD AISC JOURNAL 0q.33
Loads
Golumn
Plate
Bolts
15.3 lfin.
1106.03 in.
a=8
!= 153
c= 21
Y
' 3.500
3.600
4.000
Results != 3.60in
Pt = 0'72 kiP
Concrete Brg. o c = 130 Psi <
Bolt Tension o r = 1.2 ksi <
Plate Bending do = 2.0 in
Mpbb = 1.4 in-kiP
Sphb = 9.417 inY
fu = 3'5 ksi <
USE: 1/2r' baseplate with (4) 5/8" DIA Anchor Bolts
Pu = 1.629 kip
Mu= 1.044 kip-ft
SHEAR, Vu= 0.086 kips
HSSGxBx3/16Fy= 5o'oo ksi
Fu= 65.00 ksi
d= 6.00 in.
Zx= 12.10 in^2
[= 0.31 in.
B =WIDTH= 10 in
N =LENGTH= 10 in
tptate = 112 in
edge dist; = 1 114 in
f= 5 in
m=N-.95 d/2= 2.15 in.
x=I-dl2+til2 2.16 in.
e=Mu/Pu= 7.68938 in
N/6= 1.67 in.
lf n/6<e, USE Case D
Bolt size= 0.625 in.
Dhole= 0.69QFv= 17.00 ksi
QFv= 46.80 ksi
Ab= 0.31 in.
# in Tension= 2.00
Rv= 14.35 kip/bolt
Rslip= 5.21 kiP/bolt
As = 0.61 sq in
n = 9.29
(From SAP Model- Sheet 7)
(From SAP Model- Sheet 7)
(From Base Shear - Sheet 4)
to center of bolt typ.
center of bolt to centerline of plate/column
Shear
total area of bolts in tension
steel to concrete
q=.51fcB(Al lAz1".u-'
f=
= ql2
= q(f + N/2)
= pu(f+e)
(Y) f(Y) = Yo + KrY'+ KzY + Ks
118.17
125.71f(Y) should be within upper and lower limits
1 59.1 5
bearing length - assuming triangular load
total bolt tension
2932.2 psi ok IBC 1926.3.1
19.93 ksi ok
center of bolt to face of column
28.2 ok .75 Fy
SC
CASE D:
q=
lv=
Goefficients
Iteration
=
DCI E,NCINET,RS
D,AMATO CONVERSANO
400 SW 6th Avenue, Suite 605* Portland, Oregon 97204
Phone: (503) 242 - 2448 * Far: (503) 242 - 2449
07-^-o74
Date 7/tt/o7
toJ
INC
Project #
Proj. Name
Page #
Engineer
I
Roof Framing:
6-ft Rib:
Maior [V2 and M S valuedItems
in- F
for Frdme Obiect 4tl (RIBS}
Worst Load Case in Vertical Direction:
l.2D+1.6S
M: 6.92 kip in
Try:13"xl" xliS Rib
h: 13.06 in
I*: 32.40 tnn4
S*: 5.00 in^3
f*: 4.18 in
Fu:
t:
I,:
S,:
ry:
0.13 in
0.10 in^4
0.50 in^3
0.23 n
Lu:
[=
Sb:L5lrr=
Sv= h/t=
0.83 ft
1.85 in^2
43.3
100.5
fb
9.96 ksi
1.38 ksi
fb/Fb < l.o
1.38 ksi / 9.96 ksi = 0.139 OK
USE:HSS6x6x3/16
=
DCI E, i\iG II{E,tr,RS
D,AMATO CONVERSANO INC.
400 Sl4/ 6th Avenue, Suite 605* Portland, Oregon 97204
Phone: (503) 242 - 2448 * Fax: (503) 242 - 2449
o7-wO14
WAIilU AfM Cwar' ? oft f ottntetd
toJ
Project#:
Proj. Name :
Page#:
Engineer :
Roof Framing:
8-ft Weldment:
Worst Load Case in Vertical Direction:
l.2D+1.6S
M: 1.118 kip in
TRY:HSSlxlx.l25
h: 1.00 in
I*: 0.057 in^4
S*: 5.00 in^3
r*: 4.18 in
Fu: 27.60 ksi
fb: 0.22 ksi
I":
Sr=
fy:
Lt:
A:
0.13 in
0.06 in^4
0.I I in^3
0.23 n
1.75 ft
0.44 :r:rr2
f,^/F. < 1.0
0.22ksi I 27.60ksi: 0.008 OK
1.2D+1.65
in. F
I
,1,
I
I
Cg
':', I I! l1 r:: i:I.'f,.
It.t tJ J ,t ''
,A-./ 4-J
USE:HSSlxlx.l25
=
DCI.tr, NCI Ntr,tr.RS
D,AMATO CONVERSANO INC
400 SIY 6th Ayenue, Suite 605* Portland, Oregon 97204
Phone: (503) 242 - 2448 * Fax: (503) 242 - 2449
o7-rvo14
WII/rU KM Cwer '?or|(wtrvcd
ll Date: 7/lr/O7
APJ
Project #
Proj. Name
Page#
Engineer
Weldment Plate Design:
Flexural Plate Stress:
ffi shell DiagranrTryz ll2" Plate
F6: .75 * FY: 27,00 ksi
fu: 0.868 ksi
f./F. < 1.0
0.87 ksi I 27.00 ksi:0.032 OK
USE:1/2" Plate
USE: Flare-b evel @ bottom of plate to I r? HSS and
Flare-bevel @ top of plate to lrr HSS w/ 1/8rr fillet.
Worst stressed plate (element 31)
=DCI.E,T\TGT\IE,E,RS-r- D'AMATo coNVERsANo INc.
Nu.
07-31-0s7
Pole Embedded in Soil -LateralBearing (IBC 2003 1305.7)
P: 173 lbs Applied Lateral Force
h: 10.0 ft Height of Lateral Force above Ground
b : 1.50 ft Diameter of Pole (Round) or Diagonal (Square)
b
ffi
1500 psf Y Allowable Soil Bearing Pressure P -->
n Increase for Signs and Flagpoles?
133 psflf Lateral Bearing Pressure per Table 1804.2
Includes 1/3 Increase per Footnote d
D: 3.3 ft Trial Embedment, converge with "d"
Nonconstrained Case (IBC 1805.7.2.1)
Sr : 148 psf Allowable Lateral Soil Bearing Pressure per 1804.3
based on l/3 embedment depth (d)
A: 1.8 per equation 18-l
d : 5.5 ft Required Embedment, converge with "D"
Constrained Case (IBC 1805.7.2.2)
S::443 psf Allowable Lateral Soil Bearing Pressure per 1804.3
based on depth equal to embedment depth
d: 3.3 ft Required Embedment, converge with "D"
h
ttr
A
lln""t
N"
FND-1
lect
Mutual ATM
Project
I 2007
- Port Townsend Branch
Subject
ADJ
=
DCI.F,T{GftE,ERS
D,AMATO CONVERSANO INC.
-N.,.
07-3 1-057
Sign pole weight:
wgt/ft= 10 plf sign pole hgf l0'Max.
Fp: 1.6 SdsWp Sds: 1.092
Fp : 210 lbs APPlied Lateral Force
mid hgt, h: 6.0 ft Height of Lateral Force above Ground
Pole Embedded in Soil -LateralBearing (IBC 2003 1805'7)
b : 1.25 ft. Diameter of Pole (Round) or Diagonal (Square)
1500 psf v Allowable Soil Bearing Pressure
El Increase for Signs and Flagpoles?
267 psflf Lateral Bearing Pressure per Table 1804.2
lncludes l/3 Increage per Foofrote d
D: 3.5 ft Trial Embedment, converge with "d"
Nonconstrained Case (IBC 1805.7.2.1)
Sr : 315 psf Allowable Lateral Soil Bearing Pressure per 1804.3
based on l/3 embedment depth (d)
- A: 1.2 pet equation 18-1
d: 3.5 ft Required Embedment, converge with "D"
Constrained Case (IBC 1805.7.2.2)
Sr : 945 psf Allowable Lateral Soil Bearing Pressure per 1804.3
based on depth equal to embedment depth
d: 2.1 ft Required Embedment, converge with "D"
b
7 -->
h
F
ilI
4
'/
Sheet No.
FND-2
Jtilv 12,2007
Date
MutualATM
ect
w
By
ADJ- Port Townsend Branch
Subject
Clearance Sign
)l
CITY OF PORT TOWNSEND
COMMERCIAL BUILDING PERMIT APPLICATION
NEW CONSTRUCTION, REMODELS, ADDITIONS, & ALTERATIONS
Property Owner's Name(s)1l\)a9a.r +!nT{^
Mailing
.)A/Aaa 17h FL{L - 2oA-oUA ? F kt'a./)
phone ZDQ,/ €hn I W Y')PermitNo. /r=Lbnl - lz
P
Zoni District
Street Address Parcel#
RatingConstruction Type
tq (u
Legal Description: Addition Lot(s)Block
V_t\.-J C?Generdl Contractor's Name L-
Mairins Address /74 I Z- tZ 7sn WA 2--/
S .L (Phone
State License Number Exp. Date:
City Business License Number Exp. Date:
Authorized Representative/Contact Person L/Phone:fY1
Estimated Value of construction $
o
UFinanced By
f .b.O Date Work is to be CompletedDate Work is to ln
Please check all that applies for the type of building permit you are requesting:
Floor Area
I
I
t.-.
New Commercial Addition/Expansion
New Multi-family - # of units:Change of Use
Repair/Remodel/Tenant I m provement Grading/Excavation
Y other (please describe). ?VL(ab Can opq €^ wfuon ?,ffiuaA(\,.-,
City Sewer 3/4" Water Meter 1 112" Water Meter
Septic 1" Water Meter 2" Water Meter
Side Sewer Contractor:
The proposed structure is to be used for tlYv
Conditioned Space Sq. Ft:Restrooms Ft:
Basement Sq. Ft:Sq. Ft:
Mezzanine Sq. Ft:Entry/Lobby Sq. Ft:
Other (please describe):5 Decks Sq. Ft:
\\Citypdc\bcd\All Forms\Commercial building application.doc
Property Site Area/Coverage lnformation Total area of the property in square feet:
Total area covered by structures in square feet (existing & proposed; use fdn. bldg. line for dimension):
Percentage of lot coverage
lmpervious Surfaces.
Please provide the square footage of the roof area of the proposed and existing structures, and the square footage of the
totalarea covered by porches, walkways, patios and driveways, parking, etc.
Please check the plans that you are submitting with this application:
Special Conditions - Please check YES or NO as applicable
Proposed Building Roofprint Sq. Ft: -10 5?Existing Building Roofprint Sq. Ft:
Proposed Garage Roofprint Sq. Ft:Existing Garage Roofprint Sq. Ft:
Proposed PorchA/Valkway Sq. Ft:Existing PorchMalkway Sq. Ft:
Proposed Parking/Driveways Sq. Ft:Existing Parking/Driveways Sq. Ft:
Other (describe)Other (describe):
Total Proposed lmpervious Sq. Ft:lDtY/Total Existing lmpervious Sq. Ft:% New
V Site Plan Y Framing/Roof Framing Plan
V Parking Plan Building & Wall Sections
Landscaping Plan X Elevations
Drainage/Erosion Control Plumbing
X Foundation Plan Mechanical
X Floor Plan NREC Compliance: Electric_ Non-
electric_
YES NO
1. ls the property within 200 feet of a fresh or salt water shoreline?X
2. ls the property within the Port Townsend Historical District?
3. ls the property located within or adjacent to an environmentally sensitive area?X
4. Will this proposal involve any sewer, water or other utility extensions that will or could serve
vacant properties other than the project site? lf yes, please identify the utility extensions and sites
(attach list)Y
5. Have any special conditions been placed on this property, or has the property been subject to
any conditions on any prior action of the City (lf yes, attach copies of appropriate documents):K
Subdivision/Short PlaUBoundary Line Adjustment?'raX
SEPA (environmental review)?n
Variance?A
Conditional Use Permit?A
Street Vacation?/\
\\Citypdc\bcd\All Forms\Commercial building application.doc
Y
Restrictive Covenant?
,V
Easement?v
6. Are any properties within 800 feet of the site owned or controlled by the applicant, any relative or
business associate, or any partnership, corporation, gr.other entity affillqted with the app-licqpt? (lf
yes,attachlist) rf)a ) ni 5 fi rl-ififrt,4-[/Snfne 9/e )n S p/Vit+ l3wo,L
7. Have any of the properties"listed in item #Qfeen develppef within the last two years? (if yes,
attach rist) A h4 +l fy) A LZ1 nl PL//, ,
I
8. Have you previously discusseo tffiro;ect with a City statdember? lf yes, who and when?
Sr tlannp ttJLssw)ef- f l r,n' | lO r bo*K
Planned Unit Development?
Applicant Gertification
The applicant hereby certifies to have knowledge of those sections of the Uniform Building Code and the Port
Townsend Municipal Code pertinent to the above project and that the applicant is responsible for constructing in
confoimance with these codes; the applicant understands that the permit, if issued, expires in six months unless work is
started; that the permit, after construction has started, will expire after one year if an inspection is not made to show
significant progress on the structure; the applicant agrees to abide by the ordinances, codes, regulations, restrictive
covenants, deed or plat restrictions, and water and sewer plans attached hereto; the applicant certifies that all information
given above and on accompanying plans is complete and accurate to the best of his/her knowledge; and the applicant
understands that this information will be relied upon in granting permits and that if such information is later found to be
inaccurate any permits may be withdrawn.
The undersigned hereby saves and holds the City of Port Townsend harmless from any and all causes of action,
judgments, claims, or demands, or from any liability of any nature arising from any non-compliance with any restrictive
covenants, plat restrictions, deed restrictions, or other restrictions which may have been established by parties other than
the City of Port Townsend.
Gomplete Application
Port Townsend Municipal Code, Section 16.04.140, Vested Rights - Substantially Complete Building Permit
Application: Application for all land use and development permits required under ordinances of the city shall be considered
under the zoning and other land use control ordinances in effect on the date a fully complete building permit application,
meeting the requirements identified in this section, is filed with the Building and Community Development Department.
Until a complete building permit application is filed, all applications for land use and development permits shall be reviewed
subject to any zoning or other land use control ordinances which become effective prior to the date of issuance of a final
decision by the city on the application.
An application for a building permit shall be considered complete when an application meeting all of the
requirements of Section 106.3 of the Uniform Building Code, 1997 Edition, is submitted which is consistent with all then
applicable ordinances and laws. ln addition, to be considered complete, such an application must be accompanied by
complete applications for any subsidiaryiand use or development permits needed, such as a complete shoreline
management permit application and/or complete applications for other discretionary permits required under the ordinances
of Port Townsend. An application for a partial permit under Section 1 06.4.1 of the Uniform Building Code, 1 997 Edition,
shall not be considered complete unless it meets all requirements stated above and contains plans for the complete
structural frame of the building and the architectural plans for the structure.
of r or Authorized Representative
\\Citypdc\bcd\All Forms\Commercial building application.doc
Date
o T
For Office Use Only
Permit No.Building Official Approval Date lssued
Plan Review Fee $Date Receipt No.
Water/Sewer SDC $Date Receipt No.
Balance Due $Date Receipt No.
Owner/Representative Signature Date Received
\\Cigpdc\bcdWl Forms\Commercial building application.doc
UrT Y OF PORT TOW}ISEND
COMMERCIAL B ING PERMIT PLANS CHECKLIST
Name Permit #
Please read the foll preparing your building permit plans. Construction documents
must be of suff,rcient detail to show clearly the project in its entirety with emphasis on the following: structural
integrity, life safety, architectural barriers (accessibility requirements), compliance with all other codes having
jurisdiction and description of scope of work (e.g., tenant improvement, remodel, etc.).
New Commerciai Construction:
Four sets of plans (minimum paper size 18" x24") are required with one copy of the application form.
New construction requires a Public Works Streetfutility Development Permit application or Minor
Improvement Permit application be submitted with your Building Permit application.
Additions, Remodels, Alterations:
Three sets of plans (minimum paper size 1 8" x24") are required with the application form.
Plans Designed by an Architect or Engineer:
Construction of a residential building that exceeds four dwelling units and/or a building of any occupancy
that exceeds 4000 square feet: plans must be prepared by a Washington State registered architect. Plans
with architect and engineer information (name, etc.) mu,st have that architect's or engineer's wet seal
[minimum one ( I ) set of originals] with an original signature in color other than black.
List the page number, in the spaces provided below, for each item that you have included on your plans
and include this checklist with your permit submittal. A separate Deferred Submittal Request form shall
be submitted with the construction drawings for all deferred items.
Pase # COVER SHEET
P:\DSD\Department Forms\Building\Commercial Permit Applicant Plans Checklist.DOC
Revised 8131lO4
(l Project identificationttProject address, legal description, location map, and tax parcel number{l All design professionals identified including addresses and phone numbers
(t Name, address, and phone number of person responsible for project coordination; all communication
will be directed through this person
(
Design criteria: occupancy group (e.g., F-l); construction type (e.g., V-B); seismic zone (D2); floor
area (IBC allowed vs. proposed); fire sprinkler requirements (if any); height and number of stories;
total occupant load; land use zone; parking requirements (required vs. provided); allowed soil
bearing pressure; design loads (floor, roof, wind, etc.); material strengths, if applicable; soils report,
if applicable; landscaping, if required; flood hazard zone (if appticable) and deferred submittals per
IBC Section 106.3.4.2
((
Indicate compliance with the following codes: 2003 Intemational Building Code,2003 International
Mechanical Code, 2003 International Fire Code,2003 Uniform Plumbing Code and Uniform
Plumbing Code Standards, 2003 Washington State Energy Code, 2003 Washington State Ventilation
and Indoor Air Quality Code, WAC 51.40 Washington State Barrier Free Facilities & Design
(Chapter Il,2003IBC), 1993 Water Conservation Standards and all related Washington
Administrative Code Changes, with changes and exceptions set forth in Ordinance No. 2867.
Page 1 of4
Pase # SITE/PLOT PLAN
PAGE # FOUNDATION PLAN
#FLOOR PLAN
P:\DSD\Department Forms\Building\Commercial Permit Applicant Plans Checklist.DOC
Revised 8131104
!\Property lines and dimensions, including all interior lot lines with North arrow indicated
k\All existing and proposed building lines with exterior dimensions and roof overhangs
!\All streets, driveways, easements and building setbacks
\\Site access, water, sewer, hydrants and electrical points of connection
Required parking (per Chapter 17.72 PTMC & WAC 51.40), Barrier Free access (per WAC 51.40),
landscaping, drainage and grading design
Footings, piers and foundation walls (including interior footing or pier locations)
Reinforcing steel for all concrete
Posts, beams sizes and spans; detail beam/post and post/pier (or footing) positive connection
or method of securing beam ends
YL/Floor joist, size, material grade, spacing and spans
/y'oundation venting and calculations
(\Crawl space access and dimensions
\
Plumbing sizes and location of foundation penetration
Vapor retarder on crawl space ground (6 mil black polyethylene)
r12 All floors, including basements
/Room uses, sizes and square footage by room and floor level
at lA4 /Overulldimensions and locations of all structural elements and openings
I
fwanbracingland location)
per IBC Section 2308.9.3 and Table 2308.9.3(1) (if multi-story show length per story
or engineered plans (two sets, including one original wet sealed/stamped copy)
I All doors and windows (safety glazingnoted where required)
WI Barrier Free required designs per IBC Ch.1 I
*)u/Restroom interior finishes per IBC Section 804
I Plumbing fixtures
I Stairways: width, rise, run, handrails, guardrails,landings, barrier free requirements, etc.
I aN and occupancy separation, all fire rated assemblies, draft stops and fi.. bloglrtg
I Door, window and hardware schedules
Page 2 ot 4
')
FLOOR FRAMING AND ROOF FRAMING PLANPAGE #
sZ,
structural members, grade, material size and method of attachment; roof venting, roof
and location of roof mounted
PAGE # EXTERIOR ELEVATIONS
PAGE # BUILDING SECTIONS AND WAIL SECTIONS
ht-'' Exterior views on front, rear and sides
,')ry Decks, steps, handrails, guardrails, landings, balconies, marquees, porches7Final grade
\1/Height of building per IBC Section 502.1
A!(materials of construction from footing through roof covering
IF,/All frr"-ruted assemblies and fire-rated penetrationsv'/All vertical dimensions
Dry or wet floodproofing (if in a flood zone - see FEMA Flood Insurance Rate Maps for which zone)
PAGE #INTERIOR ELEVATIONS
PAGE # MECHANICAL SYSTEM
(
tJ All Baniei-Free required designs with proper clearances shown (including signage) - see below
Guardrail heights, handrails, stairways, elevator operation panels, etc.
IX firi, "mechanical
sy stem
N7 All units, their sizes, mounting details, all duct work and duct sizes
Fire dampers where required
Equipment schedules
PAGE #MBING SYSTEM
P:\DSD\Department Forms\Building\Commercial Permit Applicant Plans Checklist.DOC
Revised 8131104
fixtures,slopes, materials and sizes
0t,/Connection points to utilities, septic tanks, pretreatment sewer systems and water wells
Greasetraps and/or grease interceptors required for commercial kitchens
Page 3 of 4
PAGE # BARRIER-FREE I*-CESSIBILITY DESIGN
llv t Grab bar mounting heights, sink clearances, fixture locations, sizes, and placement
)('/Restrooms - show 5 foot diameter circle used for measuring unobstructed floor space
Exterior Route of Travel - show all connections from the entrance
PAGE # ACCESSIBLE PARKING
aisle striping, signage (including for van surfacing.Dimensions of all
PAGE #LANDSCAPING PLAN
Existing and proposed grades
Underground and above ground utilities7
All existing and new structures
[\r All streets, walkways and sidewalks
,
^rt/
and identifications keyed to pPlant materials with schedule
Planting schedule to include botanical and common names, sizes and conditions of plants
and guidelines.(Example: bareroot vs.container)Plant installation
Submit 2003 Non Residential Code (NREC) compliance forms
#NREC
PAGE # wsvIAQ
il
Show compliance with 2003 Washington State Ventilation and Indoor Air Quality code
requirements
ELECTRICAL PERMIT - See WA State Department of Labor & Industries for electrical permit.
SPRINKLE& HOOD FIRE SUPPRESSION AND ALARM WORK - Separate permit required to be
submitted to the Building Department.
SEPARATE PLUMBING AND MECHANICAL PERMITS MAY BE REQUIRED
SENSITIVE AREA QUESTIONNAIRE - Must be submitted if creating a new footprint of a structure.
STRUCTURAL CALCULATIONS - Where required, provide for project's entire structural system.
SPECIFICATIONS - To be provided either on the drawings or in booklet form. The specifications shall
fuither define construction regarding construction components, materials and methods of construction, wall
finishes and pertinent equipment.
REVISIONS - It shatl be the responsibility of the owner or owner's agent to obtain revisions approved by the
Development Services Department for all changes during the project prior to actual construction. Revision
submittals to include completed Revision Form, 2 sets of revised plans, calculations and other applicable
documentation. For clarity, all revisions should be identified with a "V" symbol and clouded on the drawings or
resubmitted as a new plan set.
P:\DSD\Department Forms\Building\Commercial Permit Applicant Plans Checklist.DOC Page 4 of 4
Revised 8131104
a
Receipt Number:
BLD07-t4t
BLD07-141
BLD0T-141
BLD07-14'l
BLDOT-141
99140360'l
991403601
991403601
991403601
991403601
$163.31
$5.03
$4.50
$2s1.25
$10.00
Total
$13.31
$5.03
$4.50
$251.2s
$10.00
Plan Review Fee
Technology Fee for Building Permit
State Building Code Council Fee
Building Permit Fee
Record Retention Fee for Building P
$0.00
$0.00
$0.00
$0.00
$0.00
$284.09
-062307
KCHEC
0711912007 Plan Review Fee
70028
Total
$150.00 BLD07-141
$ 284.09
$284.09
genprntrreceipts Page 1 of I
t)
Receipt Nunber:m
BLD07-141 991403601 Plan Review Fee
CHECK 3379
Total
$163,3r $150.00
Total: $150.00
$13,31
$ 150.00
$1s0.00
genprntrreceipts l%ge 1 of 1
'))
)
I
Inspection ""ff: )\Permit * C7-(q IProjectU
)
2
Date Inspectpr Inspection & Notes
LY P-.oN-., ?:e..,
I \\
.a
.3..,