HomeMy WebLinkAboutBLD07-119 ( 1 of 3 )\
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City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, port Townsend, WA 9g36g
(360)37e_s09s
BUILDINGPERMIT
Project Information
Permit Type Residential - Addition/Remodel
SiteAddress 431 WATERSTREET
Project Description
New Maritime Center buildings
Permit #
Project Name
Parcel #
BLD07-119
Northwest Maritime Center
9897 00 40 L, 9 897 00 402, 9 897 00 403
Names Associated with this project
Type Name
Applicant Northwest Maritime Center
Owner Northwest Maritime Center
Contractor Primo Construction
Contractor Primo Construction
Contact Phone #
0-
0-
License
Type License # Exp Date
CITY
STATE
1358 t2t3u2008
PRIMOCIl 3 3P'. 04t 04t2009
*** 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 1g0days. 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 prMc or other laws or regulations. I certiffthat the information provided as a part of the application for this permit is irue and accurate to the best of my knowledge. I further certiftthat I am the owner of the property or authorizid agent of the o*n.r.
K"Print Name ,5-t "n/r Datefssued: 05/07/2008
Issued By: SWASSMER
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City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, port Townsend, WA 9g36g
(360)379_s09s
BUILDINGPERMIT
Project Information
Permit Type Residential - Addition/Remodel
Site Address 431 WATER STREET
Project Description
New Maritime Center buildings
Fee Information
Permit #
Project Name
Parcel #
BLD07-119
Northwest Maritime Center
9 897 00 40 t, 9897 00 402, 9 897 00 403
Project Details
Public Buildings - Type III-BProject Valuation
Building Permit Fee
Plan Review Fee
State Building Code Council Fee
Technology Fee for Building permit
Record Retention Fee for Building
Permit
Energy Code Fee -
Commercial/Multi-Family Remodel
Fire Code and Fire Prevention
Construction Review and Inspection
Fee
Plan Review Fee - Revision
Total Fees
Conditions
10
26,500 SQFT$2,73s,06s.00
Lt,g45.l5
7,764.35
4.50
238.90
10.00
800.00
1,79I.77
-20,379.90
$2,174.77
All mitigation measures of the sEPA MDNS and Shoreline Substantial Development permitunder LUp05-067 mustbe adhered to - see attached copy of the NEP{SEPA Threshold Determination dated lllg/06,Hearing Examinerdecision dated March 17,2006 and shoreline Substantial Development permit ..
CaIl 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of lg0
days. Work is verified by obtaining a valid inspection.
The granting of this permit shall not be construed as approval to violate any provisions of the prMC or other laws or regulations. I certifithat the information provided as a part of the application for this permit is irue and accurate to the best of my knowledge. I further certi4zthat I am the owner of the property or authorized agent of the owner.
Print Name Datelssued: 05107/2008
Issued By: SWASSMER
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MECHANICAL PERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Torvnsend, WA 98368
(360)379-s09s
Project Information
Permit Type Mechanical Permit
Site Address 431 WATER STREET
Project Descriplion
Mechanical Permit lbr Northwest Maritime Center
Permit #
Project Name
Parcel #
MEC07-034
Northwest Maritime Center
989700401
Names Associated with this Project
Type Name
Applicant Northwest Maritime
Center
Owner Northwest Maritime
Center
General Primo Construction
Commercial
Contracting
General Primo Construction
Commercial
Contracting
Contact Phone #
License
Type License # Exp Date
CITY I358 t2t3112008
STATE PRIMOC]I33P' O4IA4/2009
0
0
Fixtures
10 - Boiler/Comp/HP <100,000 Btu or 3hp
10 - Vent Fan
4 - Other Equipment
2 - Hot water heater
I - Hood/exhaust system
Call 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance iiwork 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 inforrnation provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify
that I am the owner of the property or authorized agent of the owner.
PrintNam" frizay 54/ry- *,/'r ilffi.;:., 31r;f$:-/
MECHANICAL PERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Torvnsend, WA 98368
(360)379-s09s
Projecl Information
Permit Type Mechanical Pennit
Site Address 431 WATER STREET
Project Description
Mechanical Permit for Northwest Maritime Center
Permit #
Project Name
Parcel #
MEC07-034
Northwest Maritime Center
98970040r
Fee Information
Project Valuation
Record Retention Fee for Mechanical
Mechanical Permit
Technology Fee for Mechanical Perrr
Mechanical Permit Plan Review Fee
$ 3.00
$ 395.00
$ 7.90
$ 98.7s
Total Fees $ s04.6s
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 inforrnation provided as a part of the application for this permit is true and accurate to the best of my knowledge. I further certify
that I am the owner of the property or authorized agent .of the owner.
Date Issued
Issued By:
05t01/2008
SWASSMER
Print Name
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1110312008
PLUMBING PERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-s09s
Project Information
Permit Type Flunrbing Permit
Site Address 431 WATER STREET
Project Description
NW Maritime CtrPlumbing Permit
Permit #
Project Name
Parcel #
PLM07-007
Northwest Maritirne Center
989700401
Names Associoted with this Project
Type Name
Applicant Northwest Maritime
Center
Owner Northwest Maritime
Center
General Prirno Construct.ion
Commercial
Contracting
General Prirro Construction
Commercial
Contracting
Contact Phone #
License
Type License # Exp Date
0 CITY I358 t213U2008
0 STATE PRIMOCI133P' O4/O4I2OO9
Firtares
47 - Plumbing fixture per trap
2 - Electric water heater
2 - Rainwater systems (inside building) per drain
I -' Waste interceptor/trap
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 dpproval 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 rny knowledge. I further certify
that I am the owner ofthe property or authorized agent ofthe owner.
Date Issued:
Issued By:
0s/a7/2008
SWASSMER
Print Name 6ro/5"-t ,Tl//-,/"v
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Project Informution
Permit Type PlurrrLing Permit
Site Address 431 WATER STREET
Project Description
NW Maritime CtrPlumbing Permit
Permit #
Project Name
Parcel #
PLM07-007
Northwest Maritime Center
989700401
PLUMBING PERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-s09s
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 suspendeil for a period of 180
days. Work is verified by obtaining a valid inspection.
The graniing 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 pemrit is true and accurate to the best of my knowledge. I furlher certify
that I arn the owner of the property or authorized agent of the owner.
Print Name Date lssued: 05/0712008
lssued By: SWASSMER
Fee Informution
Project Valuation
Record Retention Fee for Plumbing P
Technology Fee for Plumbing Permit
Plumbing Permit
Plumbing Permit Plan Review Fce
Total Fees
$ 4.2s
$ 13.46
$ 673.00
$ 168.25
$ 8s8.96
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Page 1 of1
Scottie Foster
From: Tom Aumock [taumock@cablespeed.com]
Sent: Thursday, August 06, 2009 6:50 PM
To: Scottie Foster
Subject: Re: NW MARITIME CENTER FIRE
Hi Scottie!
Thank you for staying on top of this. The good news is that we are done subject
to the condition of filing of the "Contractor's Material & Test Certificates".
I can come down Friday afternoon to check the files on their paperwork status.
'Till then, Tom.
---- Original Message ----From: Scottie Foster
To:'Tom Aumock'
Cc: Alex Angud ; John McDonagh ; Fred Slota
Sent: Thursday, August 06, 2009 4:56 PM
Subject: NW MARITIME CENTER FIRE
Tom,
Are you "finalled" with the Maritime Center and their fire sprinkler systems?
Do I remember that your had some concerns with the fire system going to the
dock?
They are coming down to the wire
-'-r-)cottre j oster
ddnrin istrative {ssista rrt
P-u.lopnrent $e n,ice s Pe partment
)6o-1++-tct7
8t712009
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
DATEOFINSPECTION: '/UL/ 42,204 PERMITNUMBER: ,fuA-Z -/8
srrE ADDREss: 4Ll/4 c @ /u4H, a rvanp e
PROJECT NAME: NT.YIUZ
CONTACT PERSoN: 4drel
TYPE OF'INSPECTION:
CONTRACTOR: ,FZMb
PHONE:
la ,*rr"
! APPROVED tr APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
Date
Approved and permit card must be on-site and available qt time of inspection. A re-inspectionfee may
be assessed if work is not ready for inspection.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU
WANT THE FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY
DATE OF INSPECTION o
SITE ADDRESS:{:UJ iIZErzf
CONTACT PERSON:
TYPE OF INSPECTION:,4L
PERMIT NUMBER: A\OT - I I7
PI{ONE:
i0E_
tr APPROVED
Inspector
I APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
Date
I NOTAPPROVED
Call for re-inspection before
proceeding.
E/s101
Acknowledgemen t Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU
WANT THE ON. FOR MONDAY INSPECTION, CALL BY 3:00PM FRIDAY.
PERMIT NUMBER: bLN O) - I I 1DATE OF INSPECTION:
SITE ADDRESS:3
CONTACT PERSON
-SfZLu rT-
PHONE:
TYPE OF INSPECTION:
il*L_t
N APPROVED tr APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
I NOTAPPROVED
Call for re-inspection before
Inspector Date
Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU
WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY
DATE OF INSPECTION:I 7
SITE ADDRESS:t{3 lm frlzn- *TrffPERMIT NUMBER: At-N O)- I I ?
CONTACT PERSON:{"n-V
TYPE OF INSPECTION:
PHONE:
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I APPROVED tr APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
N NOTAPPROVED
Call for re-inspection before
proceeding.
Inspector {,,u -mor/\Date
Acknowl 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.
DATE OF INSPECTION: 5
CITY OF'PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU
WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY
PERMIT NUMBER:ISL\ 07 ^ /t1
SITE ADDRESS:
CONTACT PERSON:
TYPE OF L D {L
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PHONE:
ON
6 /rru
APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
-2
Inspector Date
Acknow Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU
WANT THE FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY.
PERMIT NUMBER: 6LNO) .- I / 1DATE OF INSPECTION:
SITE ADDRESS:
CONTACT PERSON:
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! NOTAPPROVED
Call for re-inspection before
A/to P 5o o?Inspector Date
DateAcknowledgement
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 RE,PORT
For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
inspection. tr'or Monday inspections, call by 3:00 PM Friday.
PERMITNUMBER: T.U\ h>- II1DATE OF INSPECTION:
SITE ADDRESS:
PROJECT NAME:
CONTACT PERSON:
CONTRACTOR:
PHONE:
TYPE OF INSPECTION:
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! APPROVED
Inspector
! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
Date q/a /a 2
Approved plans and permit card must be on-site and available at time of inspection. A re-inspectionfee may
be assessed if work is not ready for inspection.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
tr'or inspections, call the Inspection Line at 360-385-2294by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
NUMBER:6A e?*tt?DATE OF INSPECTION:
SITE ADDRESS:
PROJECT NAME:CONTRACTOR:
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Inspector Date
Approved plans and permit card must be on-site and avctilable 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
CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU
WANT THE ON. FOR MONDAY INSPECTION, CALL BY 3:00PM FRJDAY
DATE OF INSPECTION 7 PERMIT NUMBER:I
SITE ADDRESS:4z t W*Eia f,
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proceeding.
Inspector R,
I 1 #rto.K /AVLcn-0
Acknowledgemen t Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee ruay
be qssessed if work is not ready for inspection.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
CALL THE INSPECTION LINE AT 360-38s-2294 BY 3:00pm THE DAY BEFORE YOU
WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRJDAY.
DATE OF INSPECTION:o PERMIT NUMBER:AL\ D).- tt?
SITE ADDRESS:
CONTACT PERSON:
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PHONE:
TYPE OF INSPECTION:
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CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
tr NOTAPPROVED
Call for re-inspection before
L
proceeding.
Date 3/?/r?Inspector
Acknowl Date
Approved plqns and permit card mttst be on-site and available at time of inspection. A re-inspectionfee may
be assessed if work is not ready for inspection.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU
WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY.
z.l B loq PERMIT NUMBER:DATE OF INSPECTION:
SITE ADDRESS:
CONTACT PERSON:
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PHONE:
TYPE OF INSPECTION:'*lrnaQ-u)^,u,- IhAi LrlJ t -t- fur.)w\uLl ("
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I APPROVED tr APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
Inspector Lo{L Date Z 3
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.
l-
Scottie Foster
Page I ofl
From: Samantha Trone
Sent: Friday, February 06, 2009 9:41 AM
To: Rick Taylor
Cc: Rick Sepler; Scottie Foster
subject: BLD07-119 Rough-in Plumbing Pressure test for the Resource Bldg fl-nt[7"oa7
)
Rick,
On Friday (02106), I went to the Maritime Center Recourse Building to witness the rough-in pressure test for the
water system and the waste system. I was on-site from B:45am - g:15am-
NOTE: The hydronic heating system for the floors is a separate system and will be inspected at a different time.
Also it is not being done by the plumbing contractor I meet with today.
The water pressure was at 97 psiwhen I arrived at the site and there were no leaks detected, NOTE: There waswater present because the roof drains have not been hooked-up yet. Jeff (sub-contractor) showed me the first
floor bathrooms and second floor bathrooms. The water line located in the large room, east side of the Resource
Building, on the first floor is currently exposed, but will eventually be under the finished floor- Primo will put
channel iron over the top of this water line for protection before the finished floor is installed.
Primo willcall for a rough-in inspection of the Education Building next week (O2l0g).
There are pictures on your desk (you will need to download them from the camera)-
Thanks,
Samantha
2/1U2009
Inspection Report
Project NV rnflKfrtn€BL Permit #t-Do7- ltq
lnspection & NotesDatens
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CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU
WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:00PM
DATE oFINSPECTIoN: Z - /' D?PERMIT NUMBER:o1- lt *'AJ\ o/- a7
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Call for re-inspection before
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Approved plans and permit card must be on-site and ovailable at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
*W(*- -,pter^ttw eA CAqYvAM On
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:
SITE ADDRESS:
PERMTTNUMBER: l}{i\ c1 - ll"l
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0
PROJECT NAME:CONTRACTOR:
CONTACT PERSON:PHONE:
TYPE OF'INSPECTION:t_tl\ c,t:t I lc-)
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Inspector L Date I /6 ()
Approved plans and permit card must be on-site and available qt time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
t] NOTAPPROVED
Call for re-inspection tlefore
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Jefferson County DCD Building Division
Gorrection Noti GE
PERMIT NUMBER
OWNER
JOB LOCATION
lnspection of this structure has found the foflowing viorations
6'o
Date lnspector f l.-l
You are hereby notified that no more work shail be done upon these premises untirthe above violations are corrected, unress noted otherwise. when corrections havebeen made, call for inspection.
NOTITHIS MUSTCE EB EK PT WI TH A F PROVE D PLANS oNt SITE
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the inspection. tr'or Monday inspections, call by 3:00 PM Friday.
(tDATE OF'INSPECTION:
SITE ADDRESS:
PROJECT NAME:
CONTACT PERSON:
PERMIT NUMBER:
CONTRACTOR:
PHONE:
TYPE OF INSPECTION:
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M**on"o ! APPROVED WITH
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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 available at time of inspection. A re-inspection fee 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 inspectionso call by 3:00 PM Friday.
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SITE ADDRESS:
PERMIT NUMBER:ltl ^*{ta{rt 672f€r
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Approved plans and permit card must be on-site and available at time of
be assessed if work is not ready for inspection.
N NOTAPPROVED
Call for re-inspection before
A re-inspection fee may
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
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CONTACT PERSON:PHONE:
TYPE OF INSPECTION:
! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
! NOTAPPROVED
Call for re-inspection before
proceeding.
Inspector Date 1-(6€>n
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294by 3:00 PM the day before you \ryant
inspection. For Monday inspections, call by 3:00 PM Friday.
DATE OF INSPECTION:
SITE ADDRESS:
PROJECT NAME:
CONTACT PERSON:
OF'INSPECTION:
PERMIT
NTRACTOR:CO
(PHONE:
0{L
! APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
II NOT APPROVED
Call for re-inspection before
at next inspection
Insp Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
7l^nf"--y'&'B
uu'u#'- q*J 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
For Monday inspectionso call by 3:00 PM Friday.
DATE OF INSPECTION:7 1 { pERMrr NUMBER:BAD c? * t { ?
SITE ADDRESS:\.il \rtne
PROJECT NAME:CONTRACTOR:
CONTACT PERSON:PHONE:
TYPE OF'INSPBCTION:€d^ *.
..1
t-()w\-€l
s.APPROVED tr APPROVED WITH
CORRECTIONS
! NOTAPPROVED
Call for re-inspection before
Inspector
Approved plans and permit must be
proceed. Corrections will be
at next inspection
1
Date 'l
be assessed if work is not ready for inspection.
availctble at time of inspection. A re-inspection fee may
)
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
DATE OF'INSPEC
SITE ADDRESS:
rIoN: )-2V7. PERMIT NUMBER:
PROJECT NAME:CONTRACTOR:(Q,rrwa
CONTACT PERSON:PHONE:
TYPE oF INSPECTION: I ^,n &.iln c rLOlv c-Q D f L i'^-, 'crl.ct f-..;.o ALp T (
o(a
Inc.i,+t',, tr,o-<- A/C
O(r*-
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 available at time of inspection. A re-inspectionfee may
be qssessed 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:
SITE ADDRESS:
PROJECT NAME:
CONTACT PERSON:
PERMIT NUMBER:
CONTRACTOR:
PHONE:
TYPE OF INSPECTION:
6I IS SD4
It
! APPROVED ! APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will
checked at next inspection
APPROVED
for re-inspection tlefore
proceeding.
Inspector Date (r-11-&
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.
rl {t (
L-
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT I
For inspections, call the Inspection Line at 360-385-2 294 by3:00 PM the day'before you want
the inspection. For Monday inspections;,call by 3:00 pM F,riday.
, C .zq l,(^PERMTT NUMBER: "/)/&/f/ry
PROJECT NAME: LI LI}/ltflt/.t 7';/rt[CONTRACTOR:
PHCONTACT PERSON:
TYPE oF INSPECTIoN: -7 U *
DATE OF'
SITE ADDRESS:q,'"'tliMl{) r
' /rl,ttt
\d arrnovnn
\,
N APPROVED WITH
CORR.ECTIONS
Ok to proceed. Corrections will be
checked at next inspection
N NOTAPPROVED
Call for re-inspection before
proceeding.
Inspector Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspectionfee may
be qssessed if work is not readyfor inspection.
.}
*;
August 11,2006
Ms. Jan Hopfenbeck, Permit Coordinator
City of Port Townsend
Development Services Depa rtment
250 Madison Street, Suite 3
Port Townsend, WA 98368
Ms. Hopfenbec(
Please find attached the following information and clarifications your office requested at our
original Northwest Maritime Center - Phase I permit submittal intake meeting on July 19th.
' (1) original (wet-signed) set of drawings. Allowable Area analysis for both Phase I and Phase ll total site build-out. Completed Application for Utility Latecomer Agreement form and documentation. Geotechnical recommendations including foundation design and soil bearing capacity
We were also asked to confirm the size of our proposed water meter as a 1-1/2" meter. The
engineer reviewed it and determined that we will indeed need this size.
Finally, we were asked to review our original assumption that floodproof construction criteria
would not be required for our project. A review of the FEMA flood insurance rate map
indicated that a portion of the site is within the A1 designation. Subsequent discussions with
your office provided us with a base flood elevation of 9.0' NGVD. Converting this datum to
NAVD for this site yields a base flood elevation of 12.474'. Our lowest finish floor elevation is
13.333' NAVD a'nU), per our discussion on the 1't of August, will consequently not be subject to
floodproof construction requirements. lt is the design team's understanding that any
mechanical and/ili'electrical equipment located below the base flood elevation will be
required to comply with the appropriate floodproof design guidelines.
I hope,this additional information meets your needs as you and your office reviews our permit
submittal. lt is an exciting endeavor for the Northwest Maritime Center (and the greater Port
Townsend community that helped purchase the land and has been involved in the design
and planning of this project), and I look forward to working with you as we move through this
phase of the project. Please feel free to contact me with any questions you may have.
Regards,
Adin Dunning
cc: Dave Robison/ Bob Little (Northwest Maritime Center)
!
,l
.lil/l 'l 4,'l'JLr i ii
HULL
MILI.ER HULL
August 11,2006
Ms. Jan Hopfenbeclc Permit Coordinator
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3
Port Townsend, WA 98368
Ms. Hopfenbeclc
Please find attached the following information and clarifications your office requested at our
original Northwest Maritime Center - Phase I permit submittal intake meeting on July 19th.
' (1) original (wet-signed) set of drawings. Allowable Area analysis for both Phase I and Phase ll total site build-out. Completed Application for Utility Latecomer Agreement form and documentation. Geotechnical recommendations including foundation design and soil bearing capacity
We were also asked to confirm the size of our proposed water meter as a 1-1/2" meter. The
engineer reviewed it and determined that we will indeed need this size.
Finally, we were asked to review our original assumption that floodproof construction criteria
would not be required for our project. A review of the FEMA flood insurance rate map
indicated that a portion of the site is within the A1 designation. Subsequent discussions with
your office provided us with a base flood elevation of 9.0' NGVD. Converting this datum to
NAVD for this site yields a base flood elevation of 12.474'. Our lowest finish floor elevation is
13.333' NAVD a'nd) per our discussion on the 1't of Augus! will consequently not be subject to
floodproof construction requirements. lt is the design team's understanding that any
mechanical and/oi'electrical equipment located below the base flood elevation will be
required to comply with the appropriate floodproof design guidelines.
I hope,this additional information meets your needs as you and your office reviews our permit
submittal. lt is an exciting endeavor for the Northwest Maritime Center (and the greater Port
Townsend community that helped purchase the land and has been involved in the design
and planning of this project), and I look forward to working with you as we move through this
phase of the project. Please feel free to contact me with any questions you may have.
Regards,
Adin Dunning
cc: Dave Robison/ Bob Little (Northwest Maritime Center)
.i ;r
i;ttl J nr!UL/ l li ::
t
I
l
!:
;lt:iji ,.1
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Al
01 20 40
ilijj
Scale ln Feet
NOTES
I. SEE St{EfT CO 1 FOR CENERAL NOIES.
2, sEE SHEIT CO.1 FOR GINERAL IESC NOTFS.
5. COOROIIAIE REMOVAL OF OVERI]EAO POIIER, ELECTRIC AND
IELEPHONE LINEs, ANO POLES W/ PURVLYOR OF EACH {JTIUTY
5. COOROINATE UTILNY REMOVAL WlIl NEW CONSIRUCIION TO
T{AII.ITA|N SERVICT
'CR
EXISTING CONNTCNONS,
/. CONIRAC'OR SHAIL SIOCKPIIT VA'ERIAL PER O'O'' @
LEGEND
IEMPOR{RY CONSTRUCTION
ENIRANCI
I
:
:mESERVE AND
,PRqTtCr F|RE
ilYtiRANI AND FDC
li
riil
J. s€E sHErr c0.1 FoR R€coMMENolo corst'Rucrrotr sEouENcE.
4, IIARDSCAPE IMPROVEMENTS OUTSIDE PROJECT LIMIIS INCLUOINC.
BUT NOI LI'ilITTD iO. ASPHALI PAVEMENT, CONCRFTE ROAOWAY,
PAVERS. CURBS, AND PTDESTRIAN RAMPS SHOWN FOR
REFIRENCE AS REOUESTEO BY CiTY ANO INSTALLED UNDIR
SEPARATI CONTMCT AND COMPL$ED BY OTHERS. PROTECI
EXISTINC PAVING IIAIUR€S AND UTILITIES OURING
CONSTRUCIIOI.I,
SERVICE LINE IO
EXISIINC TRAIL€R IO BT
REI1OVEO ANO RELOCAIEO
BY OI'/NER
PRISERVE AND PROIECT
ROw IMPR0VEMENIS (ryP).
S'E NOTE 4.
APPROXIMATE LOCAIION OF
EXISNNC ILECTRICAL VAULI
IO REMAIN. PROTECI
EXISIING UNLIIIES IO
REMATN (rYP.)
FORCT MIN TO BAKER
BE REMOVED. SEE
ILECIRICAL
ao*rr*uano, $FNTRANCF :J
I
txtsrifrc ,sE*vtcE
TINES ]O BE
REI'I0VCD- S[t
ELEC]RICAL I
Dote ,
Drowri
Checked
ii:
A{!9 SUMP WITH PUMP TO TANX.
SIZ€ ANO LOCATION TO BE
DETERMINED BY
CONIMCTOR.c
POWER POLES IO BE
REMOVEO (SEE
ELECTRiCAL PIAN)
CONTRACTOR. NOI IO SCALI
ELECTRICAL PULL BOX
IO RFMAIN
BAK€R TANK PTACTIIINI
AI'ID VCLUME IO 8E
OETERMINEO BY
1:
1!
ti
I
,i::i':;,t
r .i
;i
i .:t1
_> _ >
STRUCIURES TO 8E REMOVED
OR RELOCATEO
UTILIil TO 8E REMOVED
FILTER FABRIC FINCE
CONSTRUCIION LIMITS
INT€RCEPTOR SWALE
PROPERry LINE
,i
I
I
I
I
i
REMOVF DFCK ANO RAMP.-----+------)
t
:
I
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I
:
I!
I
I
I|-'
'-:.
I
I:
!
lAemc rENct
J
PROPFRTY'LINE
Dote
PLEASE CALL
3 Worklng Daye
BEFORE YOU DIG
l-800-424-5555
-.-:--_-._- '- - .
BID SET
Northwest Maritime Center
DISIGN iOII!PAIIY
1205 SCCONO AVC.5UI€ rOO4NUiRY Jr. 2098
,{IRES
HULL
I=l^J T-.-.-^^-l tAr--L:,- - r, -
o
Ih MillerlHu[ Pafi€.ship, LLP
Archited€ & Planning
71 Cdunbia Skeet I Sixlh,Fl@r
DEMO/TESC PLAN
4J'
STRAP
h{et Proleclim 1
ffi
J/ 16
PTACE TOP AT SUBCRADI
IF POSSTBL€
rrt
PROVIDE TULL
itirtolH 0F
['rcREss/EGRtss
ARFJ\
Coptruclim Bfsnce 2
d-
DrSgqIlSrltqE_-U5C-. REMOVE ORAIN CMIE
. INSER1 FILTER
. REPTACE GRATE TO HOLO
tN POSrllON
!8€!!t!cATroNL. TILTERS MINIMUM 24" OETP
. CONSTRUCTED OF POLYPROP1LENE
. ALL SI,AMS DOUBT-E_SIITCHED
. WAIER FLOW RAIE ' ]OO CAI-LONS PER MINUTE
FFR SOUARE FOOT :
. RFUSASLE OR IHRO!1I-AWAY
MAINTENANCT
. REMOVE WHEN FILIEO IO }1ALF_WAV I\{ARK
FRONT I-OAOER OR O]HTR EQIJIPIIENI FOR
. CI'AN AND RE_UsE. OR RIPTACI
(iO BYPASS PEqK
STORM VOLUMES)
R = 25' MIN ttq
NI lER FABRIC
OUARRY SPALLS
4' _ 8" OUARRY
(usE
REMOVAL)
-!
l,/4" so
lCOVER PAIIERI.{ DflAIL
2. MISTD
llr0E
HOTt:
1:
L
2'
c0NcRfrE
cou R
12"6 D.l.
FIBER
PACKING
USE ONLY FOR SIOE SE$1ER
ANO SERVICE DRAINS
'rYE 0R t/B'
cASl lSoxl8a!{ a]q_lQvs
/8" BEN0
PIPE SIZE PER PI.AN
SHALL BI SEALEO
MAIN SEWER JolNriis
CIeanc*i I
BID SET
Northwest M ari
CIVIL DETAILS
Di5t6r{ C0MPAT{Y
Dote JANUARY Jl. 2!08
Drr! w n
EQUIVALENT. IF SIANOAFO
STRENGIH FAERIC USEO
FILIER
w,/ NArlvE
J/ 4" - 1.s"
GRAVEL
4 X
nter Fabrb Ftr# 3
2" x 2" BY 14 Go. wrRE
BACKNLL
POST SPACINC MAY BE
JOINTS IN FILIER
IRENCH
2' X 4" WO00
NOIE: FILTER FABRIC FENCES SHALL BE INSIALLED
AIONC CONTOUR WHENIVER POSSIBLE
TRENCH
sorL 0R
WASHEDINCREASED TO B. IF $iIRE
BACKINC IS USEO
SHALL BE SPLICED AI POSTS,
USE STAPLES, WRE RINCS,
OR EQUIVALENT IO AITACH
FABRIC TO POSTS
STEEL FTNCE POSTS,
REBAR, OR EQUIVALENT
.pl.:1we.y
WAShED ROC(
Tenporary Defl aterrg SLrrp 4
PRESSUBq
BAKLK
USCHARCE
IA}IK
to
l"d HoLEs, 6"
O-C. MDIAILY
(rfP.)
SUBMERSiBLT PUMP
AS REOUIRED FOR
PEAK FLOW.
55 GAILON
DRUM
PUMP }"1AY BT STT OUISiOE OF SUMP WITH
sucltoN Lri\t sil r' A8ovt BonoM 0f
0RU[1.
WATER
Ntw
- 5/8"
ROCK
BEDDING
cnuSHEo
,l
Typicelrr{aterTrmJi 8
IIESTORE SURFACING PER
CITY REOUIREMENTS IN
RIGHT OF WAY ONSITE
RTSTORE PER PIAI.I
RESIOR{IION PER PI-AN
Tygr:alstormurdSanltaryTren$ 7
BEDOING
COMPACTED
IRENCH
BACKFII I
W=l-5xPlP€6r 13"M{N
FOR 5- W=27"MIN
8" w=J0'MlN
12"W=36'MlN
COMPACTEO TO S5Z
0€Nstry
NoIESi
1, THI COVTfi SHALT 8T MNTAINED NGHTLY IN PI,ACE 3Y US|NG SANDBACS OR IIR€S ON ROPES IN A IO_IOOI'
U.AXITIUM GRID. At-L SEAMS SMU BE IAPED OR WEIGilTEO DOWN FUI| LENCTH'
?, MAINTAIN CONIINUOUS PROTECTION OF STOCKPITES OURINC RAN AEMS.
J, SIfTLY DMERI RUNOfF TO APPROVTO DISCMBCE LOCANON,
koeicn end Proleclbn Esnier 6Ercavalion
BLACK 6 MIL PTASIIC SHETNNG
COVER SPOILS MOUND WITH
ANCHOR EDCTS OF PLASTIC
SHEETING WITH SIRAW
MLES SPACEO 8, OC
PTACE EXCAVATION SPOILS
ON BIACK 6 MIL Pi,ASTIC
SHEilING WTH SANDEACS
AND ROPE AS NECESSARY
MOUND SPOILS IO ENSURE
POSIIIVE RUNOFF
z4t
l;
soo (ryP)
LEVEL BOITOM (rYP)
2 MAX.
Temporarylntactptortu# 5
PLEASE CAIL
3 Worklng Days
BEFORE YOU OIG
'r-8oo-424-5555 f c*od B*d Ed
t2'
PAVTRS
t/2'R 1/2'R
t_
12
r,lo, ;+ nralir
FLUSIJ WlH ADJACINT
ASPHATT PAVINC OR
IOP OF CURB
COMPACTID sT]BGMDE
a
CEMENI CONCfiFIL
CONCRETE PAVERS
STOPE IO OMJN
S1RUCTUML FILL
FOOIING PER STRUCruRAL
ovtRw
FoohsDr# 11
4. P€RFOMI€O FOOT]NC
DMN MIN. SIOPT OOZ
EMETOD€D IN CI-EAN
WASHED CRAVET 8AC(NU
FOR ORAINS
t
0."-prrc**tifi 10
PRE ilotttD Jolf{I FltlfR
CO!1NSPqJT stI ARCHTITCIURAT PI,ANS
CONCRET€ PAVERS
ITRNCO COIJPUNC
6" PVC S0
vo/vG/\1,
HUTt
Dote
Checked
[,41H Proieci #Port Townsend, Washington
time Center o t10s s€codo av€, 5ull€ 200 Th€ MillarlHult Parln€rship, LP
Archibctur€ E Planning
71 Columbia Steet I Sixth Fl@r
s€atlo, wA s8104
Phme: 206.682.687
Far:2m.6a2.S92 c40
}RTHWEST MARITIME CENTER
City of port Townsend
late Type Reference5171200A Bi[ permit
8238
OriginalAmt.
1,363.61
5t7t2008
Balance Due Discount
1,363.61
Check Amount
Payment
1,363.61
1,363.61
llEeta.-'e<L + ?t-c-,*,{rrG ,&*/n r 7/^
Checking 007002-000
1,363.61
--).4_')
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Statn* Dats $t&tnt
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kujert![8m?Ds$fimittsrt
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Dete ),bpment Seruices
Commercial Building Permit Application
) Applications accepted by mail must include a check for initial plan review fee of $150) See the "Commercial Building Permit Application Requirements" for details on
plan submittal requirements.
Property Owner:
Name: Northwest Maritime Center (Dave Robison)
Address: P.O. Box 82
City/SUZip: Port Townsend, WA 98368
Phone: 3601379.2629
Email: dave@nwmaritime.org
GontacURepresentative :
Name: Adin Dunning, The MillerlHull Partnership
Address: 71 Columbia Street - Sixth Floor
City/St/Zip: Seattle, WA 98104
Phone: 2061254.2027
Email: adunning@millerhull.com
Contractor:
Name:Tli f'> - f:it't,
Address:
City/SUZip:
Phone
Email:
State License #:_Exp:_
City Business License #:_
250 Madison Str"eet, Suite 3
Fort Townsend WA 98368
Phone: 360-379-5095
Fax: 360-344-4619
www.cityofpt.us
Lender lnformation:
Lender information must be provided for projects
over $5,000 in valuation per RCW 19.27.095.
Name: Not Applicable
P$ect Valuation: $8,172,930
Construction Type: lll-B
Occup. Rating: Mixed-Use (A-3, B, F-1, M, S-1)
Building lnformation (square feet):
l"tfloor 13,301sf Restrooms: 899 sf
2nd floor 12,207sf Deck(s): 3,223 sf
3'd floor 983 sf Storage: 2,672 sl
Basement: N/A ls it finished? Yes No
Other:
New I Addition n Remodel/Repair n
Change of Use n
Total Lot Goverage (Building Footprint):
Square feet: 13,301 sf (21.5% of 61 ,776 sf)
lmpervious Surface: '
Square feet: 34,517 sf
I hereby certify that the information provided is correct, that I am either the owner or authorized to act on behalf of the owner
and that all activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code.
Print Name: Dave Robison Nofthwest Maritime Center Project Manager
ature: [)a^*e- Rah]\c,----
\
Project Address & Zoning District:
431 Water Street I C-lll
Legal Description (or Tax #):
Addition: Original Townsite
Block: 4
Lot(s): 1 through 8
Office Use Onlv
itrsoz=lg
Associated Permits:ALco,t' -t46Parcel # 989700401, 402, 403
Project Description: Northwest Maritime Center
Sign Date s o
'f,rTY OIr P$RT"TOWNS|TND )
{-I OfuIIVIERC IAL BUILDING FERI\,.IIT PL ANS {]] IL{:KLI S'r
Name Northwest Maritime Center - Phase I Ilernrif# RLnO).-14.)
Picnsc reird the follnrving inlonnttlion bef'crc prepnring your building p*rmit plans. Cl6rrstnrction dqcunrenis
trrust be uf sulHuienl detail to shnw clcarly the project in its entirety rvitli elnphasis un the tbllowing: structural
integrity. life satl;ty, architer":lural barriers (*cuessibility requirements'), campliancr- r.vith all other csdes havirrg
jLrriseiiction ilnd rlesct'i1:linn ol scape of luu:k {e.g,, tennnt imprr:r.cmcnt, rentodel, etc,).
New Qommerclal Constluctipn :
Four s*ts uf 1:laus (minimum Frrpsl sire l8'n x 24"J arc requircd with flne c()py tlf tlrc irpplicatinn famr,
Nerv r:onstructiotr requires a Puhlic Worlts StreeUt-itility Develupmeni Permit applimtian *r hlinor
It:rprovement Pcrmit appli*ation be subrnilted r,vitii yrur Buildilg Fennit npplic.atinn.
Add itionn, Rernndels, Alterati{}ns:
T'luee sets of plans {.nrinin-rum paper sizr 18" x t4"J arn required rvitir thc applicntion foun,
EJans Designed hy an Architsct or EnglnqFf:
Construction of s rcsidential building ttrzrt excesds lirur dr,velling units and/ur a building af nny occlrpancy
tliat cxc.*eds 40il0.squflre ftel: plnns :lust be pr,rp*red by a \\ia"rhington State registcrrlcl architect. Plans
with archilect and enginser infirmrntion {name , etc,J nruqr hnve that nrchitcct',c or engin*er'* r.ve[.t*al
[n:inirnunr one (l) set of originalsl wit]r nn rriginal signalure in rtrrlfir rllher lhan black.
List the page numbcr, in tlre spncrs prnvidctl helot', frlr r.ach itenr thnt you hnve inclurled 0n your pluns
nnd includc this chtcldist rvitlr your perrnit subnrittnl. A sepnrnte Defi:rrctl Sutrnrittnl Rcqucst fornr shtll
be subnritted rrith the ronstructirrn dr:nvings for nll dr.ferred items.
Fase # COVER SIIEET
F:'rD$D\Dopartrnsnl Forms\Brrlldinglconrrnerciai Ferrnii Appliccnt plan$ checkllst,soc
Eevi*ed €t131104
T1.1 Pra.j ec.t i denti 11 crrtion
T1.1 Project i-rdtlress, legal description, lncation map, and ta.r parr;el nunrber
T1.1 Alt onals iclenti fi ecl int:ludin addtesses antl phone nr.rrnlrers
T1.1 Nams, arltlress. and phone truurber af pemon responsibl* for project co*rdination; all ecnmunicatirrn
rvill be directed tluough ilris pcrson
T1.2
s1.0
Design crit*ria; ocsryarlty group {e,g,, Ft}; $nnstruotion type {e.g., Y-ts); seisrnic zonc {D2); f'li:or
area (lBC allarverl vs, proposnd); fire sprtnkler requirenrcnts (it'nny); height ancl number of stu$es;
total occupant laad; lattd use zone; parking requirenrents {mquired vs. provided); alloted soil
benring Fressnrs; design loads (floor, n'rtit", rvinrl, etc,); mnterialstrengths, if applicahle; soils report,
if applicrrhl*; landscaping, if required; flonclhnznlclzone (i1'applicahleJ anrl rle/Arrerf su&nrittcrLr per
IBC $ectitn 106.3.4.?
T1.2
Indicate compliance with the.firlltwing catles: 3tlil3 Internationnl liuilding Cr:cleu ?003 Inlernational
h'teehnnic4l C*de , 2003 Interuatiannl Firc Cocle,20il3 tjnilornr Plurniring Code nnd Unifnnn
Plumbing Code Standnrd*,2003 Wiashingtoil Stilt+ Fneryy {iocl*, ?003 Washington State Ventilatiol
and Indoor Air Qualily Cocle, \&'AC 51.40 Wnshington fitate Barrier Free Facilities & Design
{Clhapt*r 11,1003 IBC), 1993 W*ter flonservation Strurtlarrls anrl all related Wasirington
Adnrinistratir,e Cade Chatrges, r.vith changes and exueptions set forth in tJrdinance No, llld?.
Paga 1 of4
rase # SITE/PLOT FLA'
PAGE # FOUHAATIOH PLAI{
PAGE # FLSOR FLAH
P:"DSF\Fepa$ment Forsns\BuildinglComnrercial Perrnit Applicant Flsns Checklist.DOQ
Rs'iised €U31/04
T1.4 Frnperty lines and dimensions. includiug nll intc.rior lot liner rvith Nurth $uul indicalcd
A1.1-1.4 All existing and proprosed building Iines with exterior dir:rensions ffn.l roof over'lreings
c2.0 All strccts, elriv*lvays, eas*nrgnts anrl buiiding setbncks
c3.0 Site accessr wilter, sewer, hydrants nnd clcctricalpr:ints of connectiur
A0.1
L1.4
c2.0
Requircd parking {p*:r Llhapter 17.?2 PTh'I{r & WAC 5l,40), Ilarrier Free access {per WAC 5l "40),
Ianclscaping, drainagc *nd grading design
s2.1 Footings, pier.t ancl llorurdation rvnlls (including intcrior tbating nr picr lacatians)
s2.1 Reinfor*ing ste*l for all cnncrrte
s2.1 Iltrsts, bemns sizes and spansl dctail heanr/prlsl irnd pasl/pier {or footing) pnsitive conns*tion
s2.1 IJeanr pr:ckels or lnethnd of s*cnring bcarn ends
nla Floorjoist, size, nraterial grade. spucing and spans
nla Forrndation lanting and calculations
nla Crarvl $ipac€ a$re.ss rurd dimeiisions
P1.1
9/S3.1 Plurnbing sizes and lacation of I'oundation pcnelration
n/a \raprrr retnrder on crawl space grorrnrl {6 nril black polyetliylen*)
A1.1-1 .3 All floors, in*luding bnsenrents
T"t.2 Rootn nnes, sizes imd lsquars footnge by rnam and tloeit level
s2."t-2.4 {)verall dimensions aud locntions ol'all sh:uglur*l elements and openings
eng.
calc's
Wall brncing p*r IBC Sectit:n 2308.9,3 ancl 'I'able 2i0S,9.3(l) {il nrulti-story show length per $tory
and ltreatiorr) or engineered plans {two sels, including one original wct scalcd/stampecl sop$
41.1-1.3
A6.0-6.4 A.ll doors anrl windorvs (sal'ely gl*zing rroted lvhere requireel)
T1.3 Barrier Freb required designs per IBC Ch.l I
44.4 Restroorn interior t-rnishen per ISC Section 804
P0.1 Plurnbing fixtures
44.0,4,2 $tainvays: width, rise, tun, handrails, guardruils, inndings, birn'ier ltee requircments, etc.
T't.2 Area and oc*upancy scpiuation, all fire rated assemblies, draft stops and firc blocking
A6.0-6.4
+ spec l)$or', rvindorv nntJ hardware rcheclules
Page ? ol4
FAGE # FLOOR FRAI,IING AND ROOF FRAMIHG FLAH
s2.3-2.4 Identify struuturrl nrembers, gr'rttle, r:r;rlerinl size anrl ilrettrild tll'Rlla*lrrn*nl; ft:nll,enting, rnnl
ilrninngc *nd l*cation nf rnof mcuntcd equiprnent
FAGE # EXTERIOR ELEVATIONS
FAGE # BUILDING SECTIOHS AND WALL SECTIOT{S
PAGE # IHTERIOR ELEVATIONS
FAGE # I{ECHAHICAL SYSTEI,I
FA6r # FLT.IMFTHG SYSTEIVI
P:itr$DiDeparintent Forms\Building\Conrnrercial Pennit Applicant Plans Checklist.DQC
Reuised B,B1i04
A2.O-2.2 Exteritr views cn l.?onl, rear irrld sids$
A2.O-2.2 Decks, steps, handrails, gnardrails, lanelings, brilconies, milque€"s, pnrches
42.0-2.2 Final grrrd+
42.0-2.2 Heiglrt of building per IBC Section 50?.1
42.8-2.9 All nraterials uf c.orrstruuiirrn Iirrnr tlluting lhrough rt)r}f cov€ring
A7.O-7.1 .,\l I fir*-ratcd assernbl ies and firr-rated penetrtrti rins
A2.X All vertical dim*usinn*
nla Dry cr ll,et lloodprooling {il in u lluoti zurre -.$se FEMA Flt:od lnsurance Ratc lvlaps for which zone)
T1.3 All B*rriei-Frue requi:ed de.qi r:l earancc s shorvn (inclurti - see belar+'with
47.2-7.4
lianrlrnils,sleyator oFf;ration panrls, elc-Guardrail
vl1.x, 2.)Entirc urechanicnl systern
vl1.x, 2.)(
+ M0.1 All units. tlteir sizcs. rnonnting ctctnils, all elr.rct r.vork and tluct sizrs
M1.X Fite dampers rvhere reqrlired
M0.1 Eqtripment schednles
P1.X+0.1 All hxtnres, pipingr slopr:s, nratcrials nnd sizes {provide calculations)
P1.1
c3.0 Comection prrints to urtilities, septic hnks, Fr$treillnient tletler syetems ancl rvater r;vr:lls
P1.2
PO.1 Greasetr'aps and&:r gr$ff$e interc.eptors requir*d fcrl--ontntnrcial kitchens
Fags 3 of 4
PAGE # B.ARRIER.FREE :CESSIBILITY FESIGI{
PAGE # ACCESSIELE PARKING
T1.3 Orut:Lritr murtnlirtg heights, sink clenrmrces, fixfttrr,r locitlians., siz{s, and plncement
44.4 Restruorns * shorn,5 firot diarnetcr circrle used for mea*uring unabstructed llotr.U)aflE
A0.1 Exteriur Route of liarirrl - sholv all connectirins fram the cnlrnnus
c2.0
c4.'l lrrrrg$iqns nf allpalking slacs$, aisle striping, signage {including far van pnrhing), surfacing"
PAGE # LAItDSCAPTNG FISN
F.A6E # HREC
c2.o Existing nnd propased gracks
c3.0 I-IndergronntJ and above g,rorurcl utilities
11.1 All existi irnd new stnlcturs$
11.1 All sheets, ,,vn1kr"'a1,s and sielervalks
L1.4 Plzurt tnaterials rvith approgriate symbnls and idcntificalious keycd tr: planting schedule
L"t.4 Plnnting scheclulc to include botanical and conrinoll nnlncs! sir,es nnd conditions o1'plants
11.5 Plant installation lechniques .rnd guidelines,(Exaurplc: bareruot vs.uontainer)
attached Submit ?003 Nou Residential Encrg,v Code (NREC) corupliance fonns
PAGE # wsvlAq
T1.2 Sht:r.v +omirliancc rvilh ?003 Washington Stale Yentilation and Indorr Air Quality ecde
rBqurrements,
ELECTRICAI PERMIT - See \\rA Stnte Departnrent of Labor & Industries for clectrieal permit.
SFRINKLER' HOOD FIRE SUPPRESSION AHD AL,ARI{ WORK * Sep*rate perniit required to L,e
submilted to the Building Department.
SEPARATE PLUTVIBIHG AT.Itr HECHANICAL PERMITS MAY BE REqUIRED
SENSITM AREA QUESTIONNAIRE - Iv{ust be submitteil if ereating a nerv ftrotprint of n structure,
S-TRUCTURAL CALCULATIOHS - Where requireel, pravide i'br prnjectls entire snucilrral systenr"
SFECIFICATIONS - Tu tre provided either rn the drawings or in booklet fnrm. The spe*ificatinns shall
fu*her define con,tlruction regarding c.on$truction f.omponsnts, rnatcrials antl methcds of $onslnrction, u,nll
finishes ancl pertinent equipnrent,
REVISIOHS - It shall he tlrt rcsponsibility cl the o\1,Tlnr cr olvn$r's agent tr obtiiin revisions approve<l by the
Deve'lopntetrt Sen'ic'es I)epailrnent tbt all chunges during lhe project Fricr to irc.tual constructinn. Revisinn
subrnittals to include cornpletecl Revision Fonn, 2 sels nf reviseclplans, rreilcul*tions anrl other applir.able
doc.Hmentntion. Fur c.larily, all revisiarrs shnuld Lrc identilied *"ith a ,,V,' synrbol and clsuded on the drarr,,ings or
resubrnitted g.s a nulv plan s*t.
F:lDsDlD6parttnent ForrnslBuilding\C*mm€rcial Pernrit Applicani Flarrs Checktist,D0c page 4 ol 4
fieuised 8131/04
2004 Wa
2004 Washington State Nonresidential Energy Code Compliance Forms
State Nonresidential Ene Code Compliance Form
Revised May 2005
Envelo Summa ry Climate Zon ENV.SUM
Project Info Project Address 431 Water Street Date 7 /L3/2006
Port Townsend, Washington 98368 For Building Department Use
Applicant Name: Adin Dunnins
ApplicantAddress: TL cohnnbia Street, Sixth Floor I Seattte, WA 9810
ApplicantPhone: 206/2s4.202.7
Project Description p rue* Building ! nooition f Atteration ! Change of Use
Space Heat Type Q Electric resistance Q All other (see over for definitions)
Glazing Area Calculation
Note: Below grade walls may be included in the
Gross Exterior Wall Area if they are insulated to
the level required for opaque walls.
Total Glazing Area
(rough opening)
(vertical & overhd)
Electronic version: these values are automatically taken from ENV-UA-1
Gross Exterior
divided by Wall Area times 100 equals o/oGlazing
2947.0 L0452.0 X100= 28.22
Concrete/Masonry Option O y""
Ono
Check here if using this option and if project meets all requirements for the Concrete/Masonry
Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying
assembly below.
Compliance Option p Prescriptive f Component Performance
(See Decision Flowchart (over) for qualifications)
! Systems Analysis
must ove
2. Refer to Section 1310 for qualifications and requirements
Notes:
!
\liil
t,
i ,JUl l9:,lilii
I
Envelope Requirements (enter values as applicable)
Fully heated/cooled space
M ini mu m I nsu lation R-values
Roofs Over Attic n/a
All Other Roofs R-21
Opaque Wallsl R-21
Below Grade Walls n/a
Floors Over Unconditioned Space R-22
Slabs-on-Grade R-10
Radiant Floors R-10
Maximum U-factors
Opaque Doors u-0. 60
Vertical Glazing u-0. 65
Overhead Glazing n/a
Maximum SHGC (or SC)
Vertical/Overhead Glazing 0.650
Opaque Concrete/Masonry Wall Requirements
Wall Maximum U-factor is 0.15 (R5.7 continuous ins)
CMU block walls with insulated cores comply
lf project qualifies for Concrete/Masonry Option, list walls
with HC > 9.0 Btu/ft'?.'F below (oiher walls must meet
Opaque Wall requirements). Use descriptions and values
from Table 10-9 in the Code.
Wall Description
(including insulation R-value & position)
U-factor
Semi-heated space2
Minimum Insulation R-values
Roofs Over Semi-Heated Spaces2 n/a
ctors
2004 Wash n State Nonresidential E Code Co liance Form
2004 Washington State Nonresidential Energy Code Compliance Forms Revised May 2005
Decision Flowchart
for Prescriptive Option
Use this flowchart to determine if project qualifies for the optional Prescriptive Option.
lf not, either the Component Performance or Systems Analysis Options must be used
I 302 Space Heat Type: For the purpose of determining building envelope
requirements, the following two categories comprise all space heating types:
Other; All other space heating systems including gas, solid fuel, oil, and
propane space heating systems and those systems listed in the exception to
electric resistance. (continued at right)
Yes
No
Electric Resistance: Space heating systems which use electric resistance
elements as the primary heating system including baseboard, radiant, and
forced air units where the total electric resistance heat capacity exceeds 1.0
W/ftz of the gross conditioned floor area. Exception: Heat pumps and
terminal eleciric resistance heating in variable air volume distribution systems
Yes Yes
No Yes
<l
Totals
Yes
No
*lf the area
weighted heat
capacity (HC) of
the total above
grade wall is a
minimum of 9.0,
the Concrete
Masonry Option
may be used...For framed
walls, assume
HC=1.0 unless
calculations are
provided; for all
other walls, use
Section 1009.
Envel Summa ac Climate Zo ENV.SUM
START
All lnsulation lnstalled?
Electric
Resistance
Heat?
Below Grd Wall (ext)
Below Grd Wall (oth)
Roof Over Attic
All Other Roof
Raised Floor
Slab-On-Grade
Radiant Floor
Opaque Door
R-10
R-19
R-30
R-21
R-19
R-10
R-10
u-0.60
Mass Wall
Criteria OK?
(below)
Component Performance
Systems Analysis Required
or
Concrete/lVlasonry Option*Wall Heat Capacity (HC)
Assembly Description Assy.Tag HC..Area (sf)HC x Area
Wall R19
Mass Wall lnsulation Req.
Mass Wall U0.15/R5.7ci
CMU Block lns. Cores
Wood Frame R19
Metal Framed U0.062
Glazing Criteria Met?
Glazing
Area Vo
0-30%
>30
Vert OH
UVal UVal SHGC
0.40 0.60 0.40
Not Allowed
All lnsulaiion lnstalled?
Below Grd Wall (ext)
Below Grd Wall (oth)
Roof Over Attic
All Other Roof
Raised Floor
Slab-On-Grade
Radiant Floor
Opaque Door
Wood
R-10
R-19
R-38
R-30
R-30
R-10
R-10
u-0.60
Metal
R-10
u-0.062
u-0.031
u-0.034
u-0.029
R-10
R-10
u-0.60
Wall R
wood, or
o62 (below)
Mass Wall
Criteria OK?
Mass Wall lnsulation Req
Mass Wall U0.15/R5.7ci
CMU Block lns. Cores
Wood Frame R19
Metal Framed R19
Glazing Criteria Met?
Glazing
Area Vo
0-30%
30-45%
>45V0
Vert OH
UVal UVal SHGC
0.55 0.70 0.45
0.45 0.60 0.40
Not Allowed
Prescriptive
Path Allowed
Area weighted HC: divide total of (HC x area) by Total Area
2004 w
2004 Washington State Nonresidential Energy Code Compliance Forms
.For CMU walls, indicate core insulation material T
1) Proposed Total UA shall not exceed Target Total UA.
2) Proposed Total Area shall equal Target Total Area.
State Nonresidential E Code liance Form
Revised May 2005
Envelo e UA Galcul ns Climate Zone ENV.UA
Project Address 431 Water Street Date 7 /1-3/2006
Space Heat Type Q Electric resistance Q All other For Building Department Use
Glazing Area as % gross exterior wall area 28.2% Prop 45. 0C Max.Target
Concrete/Masonry Option Cves e No
Notes: lf glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over)
Building Gomponent
List components by assemblv lD & paqe #
Proposed UA
U-factor x Area (A)=UA(UxA)U-factor
Target UA
x Area (A) = UA (U x A)
o-!
o -:y>(,
[J=
u=
[J=
u=
lJ=
u=
[J=
(J=
Plan lD 1/A2.0
Pl6n lj 2 /t 2 .0
Plan lD l-la2.1-
Plan lD 2/e2.7
Plan lD 2/A2.2
Plan lD 3/A2.2
Plan lD a/a2.2
Plan lD 5/x2.2
0.600
0.600
0.500
0.6
0.500
0.600
0.600
0.600
24t .0
466.O
235.O
855.0
I74.0
309.0
26t.O
406.0
I44 .6
279.6
141.0
s13.0
704 .4
185.4
156.6
243 .6
0.550 2947 .O 1620 .9
Glazing o/o
0-30%
>30-45%
Electric Resist.
0.40
see note above
Other Heating
0.55
0-45
C')c.N
(E
o
(soc
q)
ao.F
0)
u=
[J=
u=
lJ=
Plan lD
Plan lD
Plan lD
Plan lD
0.700
Glazing oh
0-30%
>30-45%
Electric Resist.
0.6
see note above
Other Heating
0.7
0.6
a
oti
o
u=
[J=
u=
lJ=
Plan lD
Plan lD
Plan lD
Plan lD 0.700
O
=!)s6
o*o
[J=
u=
[J=
Plan lD
Plan lD
Plan lD
0.600
Electric Resist.
0.60
Other Heating
0.60
'hLU
=OC< >=(\) <
ft=
R=
R=
Plan lD
Plan lD
Plan lD
0.035
Electric Resist.
0.031
Other Heating
0.036
9ts=^od
ft=
R=
R=
Plan lD
Plan lD
Plan lD
0.040 8408.0 336.3 0 .045 8408,0 386.8
Electric Resist.
0.034
Other Heating
0.046
a
(o
=c)fctoo-o
o-
ft=
R=
ft=
R=
ft=
ft=
Q=
Plan lD 1/A2.0
Plan lD 2/e2.o
Plan lD 7/e2.7
Plan lD 2/a2.L
Plan lD 2/^2.2
Plan lD 3/e2.2
Plan lD 4/^2.2
Plan lD 5/^2.2
0.057
0.057
0.057
0.057
0.057
0.057
0 .057
0 .057
1831 . 0
2027.0
LO62.O
1716.0
143.0
199
.169
358 .0
704 .4
115 .5
60.s
97 .8
at
11 .3
9.6
2Q .4
**Note: sum of Target Areas here should equal Target Opaque Wall Area (see back)
o .062 7505.0 465.3
Frame-Wd
Frame-Mtl
Electric Resist.
0.062
0.062
Other Heating
0.062
0.109
Mass Wall** o.1s
++ see mass wall Criteria
0.15
3ov
is=
fl= Plan lD: IR= Plan lD: IR= Plan lD: I
Note: if insulated to levels required for opaque walls, list above with opaque walls
lnt lns
Ext lns
Electric Resist.
0.062
0.07
Other Heating
0.062
0.07
,. T
3: i
L":
ft=
R=
R=
R=
Plan lD Entry Alcove
Plan lD Ticket A]-cove
Plan lD Livery/ Breezeway
Plan lD:
0 .034
0.034
0.034
25r.
54.
3850
8.5
1.8
130.9
0
0.056 4155.0 zJz. I
Electric Resist.
0.029
Other Heating
0.056
L
5
f,!
t)
a)!
G
c')
cctcft
ft=
ft=
R=
ft=
Plan lD Retaj"I + Coffee
Plan lD:
Plan lD:
Plan lD:
0.550 2548.0 1401.4 0.540 2548.0 13?5 . 9
Electric Resist. Other Heating
F=0.54 F=0.54
(see Table 13-1 for radiant floor values)
25563. 0 40?5.0 25563.0 4081.5
To comply:
2004w State Nonresidential En Code liance Form
2004 Washington State Nonresidential Energy Code Compliance Forms
*Note: Manufacturer's SC mav be used in lieu of SHGC
Totals
For compliance: Proposed total SHGC x A shall not exceed Target total SHGC x A
NOTE: Since 1997 SHGC compliance for vertical and overhead glazing is allowed to be calculated together
Revised May 2005
E 1 ENV.SHGCClimate
Glazing
List components bv assemblv lD & paqe #
Proposed SHGC
SHGC. x Area (A)=SHGCxA SHGC
Target SHGG
x Area (A)=SHGCxA
o)c.N
(o(,
ID:
ID:
ID:
ID:
ID:
ID:
0.400 2941 .O 1178.8 0.450 2947 .O 7326.2
Glazing %
0-30%
>30-45%
Electric Resist.
0.4
not allowed
Other Heating
0.45
0.4
2947.O 1178.8 2947.0 1326.2
T Area Ad ustment Calculations
lf thetotal amount of glazing area as a 9/o of gross exteriorwall area (calculated on ENV-SUMI) exceeds the maximum allowed in Table 13-1,
then this calculation must be submitted Use the resulting areas in the Target UA and SHGC calculations above.
Proposed Areas: Numbered values are used in calculations below.
Roofs over Attics Other Roofs Walls
Glazing
Opaque
Gross Exterior Wall
Area
1-O452.O
4703 ,4
Max Glazing Area
(Table 13-1)
45. Og
Target OG Area in Roofs over Attics
_____-:>
8408. O
100
Max OG
Maximum Target
Glazing Area
Target OG Area in Other Roofs
Ta OG
VG Area
separate Target
Note:
OG = overhead glazing
VG = vertical glazing
For Target OG's, the
lesser values are
used both here and
below.
VG Area
Area
8408. O
Area
Areas found
X
Area OG Area
Roofs over Attics
Other Roofs
+
+
Area VG Area
Walls
Noie: lf there is more than one type of wall, the Target may buted among
lf the Target Areas for Opaque Walls listed on the front must equal the total calculated here
+Target Areas OK
OG=OG=VG=2947.O
8408. O 7505. O
0 lesser
4703.4
4703-4
4703 .4
$ lesser
4703.4
2947.O
7505. O 2947.O
Target values in shaded boxes are used in the applicable Target UA calculations on the front.
Target VG Area and Total Target OG Area are also used in the applicable Target SHGC calculations above.
2004 w n State Nonresidential En Code Com nce Form
Compliance Forms Revised MayState
Project Address 431 Water Street
a
Date 7 /L3/2006
The following information is necessary to check a building permit application for compliance with the building envelope requirements in
the Washington State Nonresidential Energy Code.
Applicability
(yes, no, n.a.)
Code
Section Component lnformation Required
Location
on Plans
Building Department
Notes
GENERAL REQUIREM ENTS (Sections 1301 -131 4l
1 :l01 Scooe Unconditioned soaces identified on olans if allowed
Yes 1302 Space heat type:
Other
ndicale on olans lhat eleclric resistance heal is not allowerl
lf "Other",
n.a 1310.2 iemi-heated snaces Semi-healed snaces irJentified on nlans if allnwerl
131 1 lnsulation
yes 1311.1 lnsul. installation lndicate densities and clearances
yes 1311.2 Roof /ceiling insul lndicate R-value on roof sections for attics and other roofs;
lndicate clearances for attic insulation;
lndicate baffles if eave vents installed;
lndicale face slaolino of feced betts
Yes 131 1 .3 Wall insulation lndicate R-value on wall sections;
lndicate face stapling offaced batts;
lndicate above grade exterior insulation is protectedi
lndicate loose{ill core insulation for masonrywalls as necess;
lndicate heat capacity of masonry walls
if masonrv oDtion is used F73:
1311.4 Floor insulation lndicate R-value on floor sections;
lndicate substantial contact with surface;
lndicate supports not more than 24" o.c.;
lndicate that insulation does not block
airflow lhror roh for rndaiion vents
131 1.5 Slab-on-grade floor lndicate R-value on wall section or foundation delail;
lndicate slab insulation extends down vertically 24" from top;
lndicate above qrade exterior insulation is orotected
yes 131 1 .6 Radiant floor lndicate R-value on wall section or foundation detail;
lndicate slab insulation extends down vertically 36" from the top;
lndicate above grade exterior insulation is protected;
lndicate insulation also under entire slab where reo'd bv Official
yes 1312 Glazing and doors Provide calculation of glazing area (including both vertical
vertical end overhead) as oercenl of oross wall area
1312.1 U-factors lndicate glazing and door U-factors on glazing and door
schedule (provide area-weighted calculations as necessary);
Indicate if values are NFRC or default, if values are default
then specifyframe type, glazing layers, gapwidth, low-e
coatinos. oas fillinos
yes 1312.2 SHGC & SC lndicate glazing solar heat gain coefficient or shading
coefficient on glazing schedule (provide area-weighted
calculalions as necessaru)
'1313 lvloisture control
yes 1313.'1 Vapor retarders lndicate vapor retarders on warm side
yes 1313.2 Roof/ceiling vap.ret.lndicate vapor retarder on roof section;
lndicate vao. retard. with sealed seams for non-wood struc.
yes 1313.3 Wall vapor retarder lndicate vapor retarder on wall section
yes 1313.4 Floor vapor retarder lndicate vapor retarder on floor seclion
n 1313.5 Crawl space vap. ret.lndicate six mil black polyethylene overlapped 12" on ground
1314
1314.1 Bldg. envel. sealing lndicate sealing, caulking, gasketing, and weatherstrippingyes
yes 1314.2 Glazing/door sealing lndicate weatherstripping
n 1314.3 Assemb. as ducts lndicate sealing, caulking and gasketing
PRESCRIPTIVE/COMPONENT PERFORMANCE (Sections 1320-23 or 1330-34)
yes Envelope Sum. Form Completed and attached.
Provide component performance worksheet if necessary
ENV-CHK
lf "no" is shown for any question, provide explanation:
2004 Washin State Nonresidential
Envelope - General Requirements
131 1 lnsulation
1311.1 lnstallation Requirements: All insulation materials
shall be installed according to the manufacturer's instructions
to achieve properdensities, maintain clearances, and maintain
unilorm R-values. To the maximum extent possible, insulation
shall extend over the full component area to the intended R-
value.
1311.2 Roof/Geiling lnsulation: Open-blown or poured loose-
fill insulation may be used in attic spaces where the slope of
the ceiling is not more lhan3112 and there is at least thirty
inches of clear distance from the top of the bottom chord of the
truss or ceiling joist to the underside of the sheathing at the
roof ridge. When eave vents are installed, baffling of the vent
openings shall be provided so as to deflect the incoming air
above the surface of the insulation.
Where lighting fixtures are recessed into a suspended or
exposed grid cdling, the roof/ceiling assembly shall be
insulated in a location other than directly on the suspended
ceiling.
Exception: Type lC rated recessed lighting lixtures.
Where installed in uood framing, faced batt insulation
shall be face stapled.
1 31 1 .3 Wall lnsulation: Exterior wall carities isolated during
framing shall be fully insulated to the levels of the surrounding
walls. When installed in wood framing, faced batt insulation
shall be face stapled.
Above grade exterior insulation shall be protected.
1311.4 Floor lnsulation: Floor insulation shall be installed in
a permanent manner in substantial contact with the surface
being insulated. lnsulation supports shall be installed so
spacing is not more than twenty-four inches on center.
lnstalled insulation shall not block the airflowthrough
foundation vents.
131 1.5 SlabOnGrade Floor: Slab-on-grade insulation
installed inside the foundation wall shall extend downward from
the top of the slab a minimum distance of twenty-four inches or
to the top of the footing, whichever is less. lnsulation installed
or.iside the foundation shall extend downward a minimum of
twenty-four inches or to the frostline, whichever is greater.
Above grade insulation shall be protected.
Exception: For monolithic slabs, the insulation shall
extend downward from the top of the slab to the
bottom of the footing.
1311.6 Radiant Floors (on or below grade): Slab-on-grade
insulation shall extend downward f rom the top of the slab a
minimum distance of thirty-six inches or downward to the top of
the footing and horizontal for an aggregate of not less than
thirty-six inches.
lf required by the building official where soil conditions
warrantsuch insulation, the entire area of a radiantfloorshall
be thermally isolated from the soil. Where a soil gas control
system is provided below the radiant floor, which results in
increased convective flow below the radiant floor, the radiant
floor shall be thermally isolated from the s ub-floor gravel layer.
1312 Glazing and Doors
1312.1 Standard Procedure for Determination of Glazing
and Door U-Factors: U-factors for glazirg and doors shall be
determined, certified and labeled in accordance with Standard
RS-31 by a certified independent agency licensed by the
National Fenestration Rating Council (NFRC). Compliance
shall be bmed on the Residential or the Nonresidential Model
Size.
Code liance Form
Produd samples used for U-factor determinations shall be
production line units or reprasentative of units as purchmed by
the consumer or contractor. Unlabeled glazing and doors shall
be assigned thedefault U-fador in Section 2006.
13'12.2Solar Heat Gain Coefficient and Shading
Coefficient: Solar Heat Gain Coefficient (SHGC), shall be
determ ined, certified and labeled in accordance with the
National Fenestration Rating Council (NFRC) Standard by a
certified, independent agency, licensed bythe NFRC.
Exception: Shading coefficients (SC) shall be an
acceptable alternate for compliance with solar hed
gai n coeff icient req ui rem ents . Shadin g coeffi cie nts
forglazing shall betakenfrom Chapter2T of
Standard R$27 or from the manufacturer's test data.
1313 Moisture Control
1313.1 Vapor Retarders: Vapor retarders shall be installed on
the warm side (in winter) of insulation as required by this
section.
Exception: Vapor retarder installed with not more
than 1/3 of the nominal R-value between it and the
conditioned space.
1 31 3.2 Roof/Cei lin g Asse m bli es : Roof/cei I i ng assembl ies
where the ventilation space above the insulation is less than
an average of twelve inches shall be provided with a vapor
retarder. Roof/ceiling assemblies withor.rt a vented airspace,
where neither the roof deck nor the roof structure are made of
wood, shall provide a continuous vapor retarderwith taped
seams.
Exception: Vapor retarders need not be provided
where all of the insulation is installed between the
roof membrane and the structural roof deck
1313.3 Walls:Walls separating conditioned space from
unconditioned space shall be provided with a vapor retarder.
1313.4 Floors: Floors separating conditioned space from
unconditioned space shall be provided with a vapor retarder.
1313.5 Crawl Spaces: A ground cover of six mil (0.006 inch
thick) black polyethylene or approved equal shall be laid over
the ground within crawl spaces. The ground cover shall be
overlapped twelve inches minimum atthe joints and shall
extend to thefoundation wall.
Exception: The ground cover may be omitted in
crawl spaces ifthe crawl space has a concrete slab
floor with a minimum thickness of three and one-half
inches.
1314 Air Leakage
1314.1 Building Envelope: The requirements of this section
shall apply to building dements separating conditioned from
unconditioned spaces. Exterior joints around windows and
door frames, openings between walls and foundation, between
walls and roof and wall panels; openirgs at peretrations of
utility services through walls, floors, and roofs; and all other
openirgs in the building envelope shall be sealed, caulked,
gasketed, or weatherstripped to limit air leakage.
1314.2 Glazing and Doors: Doors and operable glazing
separating conditioned from unconditioned space shall be
weatherstripped. Fixed windows shall be tight fitting with glass
retained by stops with sealant or caulking all around.
Exception: Openings that are required to be fire
resistant.
1314.3 Building Assemblies Used as Ducts or Plenums:
Building assemblies used as ducts or plenums shall be sealed,
caulked, and gasketed to limit air leakage.
Revised May 2005Washington State Nonresidential Fnergy Code ComplEnce
Buildin Permit Pla hecklist ENV-CHK
. Permit Query
Thursday May 14, 2009 I l:31
UZcr.v'rvre
Parent
Application
No
Projecf Name Street Addr Submitted
Dt
Reporting
Group
Search
Issued Dt Closed DtApproved
Dt
Reissue Expiration
DtDt
Contact
Search
Contractor
Search
TEMPORARY
MODTJLAR BLD 431 WATER ST 07 0212002 07/22/2002 08/08t2002 08t23/2002
DEMO OLD/BLD
NEW DOCK 431 WATER ST
TENT FOR
WEEK END
FESTIVAL
WATER/MONROE 05/tU200s 05nU200s 05/rU2005 0412212009
Northivest
Maritime Center
43I WATER
STREET 0611912007 05/06/2008 0510912008 I r /08/2009
98970040 IBLD02- 148 ED LEG-BLD
BLD03-207 LEC.BLD 98970040 I
98970040 lBLD05- 100 LEG-BLD
98970040 IBL_D06- r 40 LEC.BLD
BI_D07-l l9 ISSUED 98970040 I
989700402BLD07-l t9 ISSTJEI)
PermitApplicatlon
No Type
PI
FI
Appl Status
Type
Rpa Acct
No
BLD-RES.
ADD/REM
BLD.RES-
ADD/REM
Frm
Applicant
Name
NORTHWEST
MARITIME
CENTER
NORTHWEST
MARITIVIE
CENTER
NORTHWEST
MARITIME
CENTER
NORTHWEST
MARITIN4E
CENTER
NORTHWEST
MARITIME
CENTER
NORTHWEST
MARITIME
CENTER
Northrvest
Maritime Center
43I WATER
STREET 06/t9/2007 05/06/2008 05/09/2008 tU08/2009
1 1/08/2009
06t03t2009
09/03/2003 09/t2t2003 to/09t2003
Ner.v Center 431 WATER ST 07 tr9t2006 07 t19t2006 05/06/2008 05/05/2008
08t29t2009
989700403BLD07-ll9 ISSUED
ISSUED 98970040 1 BLD07-119 t0/27 t2008
FPP09-002 98970040 1 FIRE ALARM
98970040 IHPCOt-036 COMPLETED 2 WOOD STGNS 431 WATER ST tU14t200t lUr4t200l
98970040 IHPC02-009 COMPLETED LEG-HPC 43I WATER ST
15 APPROVED 98970040 I
ISS
LEG-HPC
06/t9t2007 05/06/2008 05/09/2008
P -SPK 09t2312QQ8 r0/2U2008
0Ut4/2009 Q2t24t2009 03t02t2009
03/13/2002 03^3/2002
08n5t2007 I 1/03/2008
P-ALM-
M
BLD.RES-
ADD/REM
Northn'est
Maritime Center
43I WATER
STREET
FIRE
SPRINKLER
431 WATER
STREET
4]1 WATER
STREET
HPC-
MAJOR
431 WATER
STREET
NORTHWEST
MARlTIME
CENTER
NORTHWEST
MARITIME
CENTER
NORTHWEST
MARITIME
CENTER
NORTHWEST
MARITIME
CENTER
NORTHWEST
MARITIME
CENTER
NORTHWEST
MARITIME
CENTER
FPP08.008
DEMO 5
STRUCTURES
NEW
N4ONUMENT
SIGN
02t1t/2048
Page 1 of4
I
)
http://permitserver:7778lforms/PermitAttachments/html out/Permit%20Query.html 51t412009
Permit Query Page 2 of 4
HPCO8-022 APPROVED 98970040 I HPCO7-015
NORTHWEST
**
http://permitserver:7778lforms/PermitAttachments/html out/Permit%20Query.html
HPC-
MAJOR
NORTHWEST
MARITIME
CENTER
Continued rcview
of NW Maritime
Center
WATER ST. @
MADISON 06t2512008 08/01/2008 12122/2008
sft
LATEO8-
004 DENIED LATE-
AGREE
NORTHWEST
MARITIME
CENTER
98970040 I sDP08-023 WATER &
STREET WORK
43I WATER
STREET 07l08/2008 0110412009
LUP00-0r2 COMPLETED LEG-LUP
NORTHWEST
MARITIME
CENTER
989704i02 BORINCS &
WELLS 430 WATER ST
LUP0I-017 COMPLETED LEG-LUP
NORTHWEST
MARITIME
CENTER
989700403 HEIGHT LIMIT
FROM 30 TO 40 WATER ST
BLOCK 0stot/200t 05/0112001 o9/26/2001
LUP02-016 CLOSED LEG-LLJP 9897t)0401 DEMO &
REMEDIATION 43I WATER ST 02/1412002 0211412002
LUP02-017 COMPLETED LEG-LIJP
NORTHWEST
MARITIME
CENTER
98970040 I SHORELINE
EXEMPTION 43I WATER ST 02/25/2002 02t25t2002 03t12t2002
LUP02-069 COMPLETED LEG-LUP
NORTHWEST
MARITIME
CENTER
98970040 1
SHORE EXEMPT
FOR TEMP
MODTJLAR
431 WATER ST 07/Q2/2002 07/02t2002 07/2212002
LUP03-063 ARCHTVET)LEC.LUP
NORTHWEST
MARTTIME
CENTER
98970040 I
SHORELINE
EXEMPT FOR
TEST PtI-ES
431 WATER ST 04t30t2003 04/30t2003
LUP04-002 CLOSED LEG.LUP
NORTHWEST
MARITIME
CENTER
98970040 I
SHORE.
EXEMPT EEL
CRASS
431 WATER ST 0r/1512004 oUr5l2o04
03/02/2000 03/03/2000
NORTHWEST
MARITIME
CENTER
LUP05-067 ISSUED LEG.LUP
NORTHWEST
MARITIME
CENTER
98970040 I SHORELINE 4OO WATER ST 06/27/200s 06t27t2005 03/2012006
MEC07-034 ISSUED MEC.PMT
NORTHWEST
MARITIME
CENTER
98970040 I Bt_D07-1t9 MECHANICAL
FOR NEW BLDG
43l WATER
STREET 4713012007 05/06t2008 0st07/2008 l 1 /03/2008
EC-PMT
NORTHWEST
MARITIME
CENTER
04t0712009 t0l04l2QQ9989700402COMMERCIAL
KITCHEN
430 WATER
STREET
MrP04-129 TSSUED LEG.MIP
NORTHWEST
MARITIME
CENTER
98970040 I UNDERGROUND
CABI-E 431 WATER ST 07 t09/2004 07t09t2004 07 t09t2004
51t412009
Permit Query
MtP04-142 COMPLETED I-EG-MIP MARITIME
CENTER 989700401 REPLACE POLE 509 WATER ST 07t27/2004 0712712004
Page 3 of4
MI502-017 FINALED 0411512002 04fi5t2002 06tr0t2002 tU25/2008
tU25t2Q08
LEG-MIS
NORTHWEST
MARITIME
CENTER
989700401 GRADING &
FILL
Mts02-018 FTNALED LEG-MIS
NORTHWEST
MARITIME
CENTER
989700401 DEMO
BTJILDING 04/15/2002 06/r012002
y-M07-007 ISSUED PI-M-PMT
NORTHWEST
MARITIME
CENTER
NORTHWEST
MARITIME
CENTER
989700401 BLD07-1 19 PLUMBINC
431 WATER ST
43I WATER ST
431 WATER
STREET
431 WATER ST
07 t30t2007 05t0712008 08123t2009
PRE05-040 DEFER FF-ES LEG.PRE 98970040 I 2 BUILDINCS 05/25t20Qs
041t5t2002
05/07t20Q8
05/25/2005 07/03t2005
sDP06-052 WITHDRAWN LEC.SDP 989700401
NORTHWEST
MARITIME
CENTER
UTILITIES FOR
FIRST BLD 43I WATER ST 0711912006 07n9t2006 06t2812007
sDP07-010 EXPIRED SDP-PMT
NORTHWEST
MARITIME
CENTER
989700401 UTILITIES
CONNECTIONS
43I WATER
STREET 07,L0t2001 0 1 /06/2008
sDP07-020 EXPIRED SDP-PMT UTILITIES
CONNECTIONS
43l WATER
STREET 071t0t2007 0l/06/2008
sDP07-020 EXPIRED SDP-PMT
sDP08-02.3 ISSI.JF,D SDP-PMT
NORTHWEST
MARITIME
CENTER
PLM07-007 CONNECT
UTILITIES
43I WATER
STREET 06n2t2008 08/14l2008 1 t/1 8/2008 0512012009 06130/2008
05t20tzoQg 06/30/2008
NORTHWEST
MARITIME
CENTER
989700403
NORTHWEST
MARITIME
CENTER
989700402 UTILITIES
CONNECTIONS
431 WATER
STREET 07 t10t2007 01/06/2008
sDP08-023 ISSUED SDP-PMT
NORTHWEST
MARITIME
CENTER
98970040 1
989700403 PLM07-007 CONNECT
UTILITIES
4]I WATER
STREET 06n2t2008 08114/2008 I 1/18/2008
sDP08-023 ISSUED
NORTHWEST
MARITIME
CENTER
SDP-PMT 1 1/1 8/2008 05t20t2009 06/30/2008989700402PLM07-007 06tr2t2008 08/14l2008CONNECT
UTILTTIES
43I WATER
STREET
sNP01-047 COMPLETED SNP-PMT
NORTHWEST
MARITIME
CENTER
989700401 2 WOOD SIGNS 431 WATER ST tt/14t2001 tUt4l200r tt/2612001
sNP05-037 ISSUED SNP-PMT NORTHWEST
MARITIME
NW Martirne
Center signs
380 JEFFERSON
ST 07/26/2005 07t26t2005 09/0r/200s
http ://perm itserv er7 7 7 8/forms/PermitAttachments/html out/Permit%20Query. html 5/1412009
, Permit Query
CENTER
Page 4 of4
t
sNP07-016 ISSUED SNP.PMT
NORTHWEST
MARITIME
CENTER
98970040 r TEMP POLE
SIGN
43I WATER
STREET 08/t5/2007 0l/31/2008 08/2U2007 07/29/2008
TEC03-022 ARCHIVED LEG-TEC
NORTHWEST
MARITIME
CENTER
989700401 TALK UTILITIES 43I WATER ST 06/l 8/2003 06/18t2003
http://permitserver:7778lforms/PermitAttachments/html out/Permit%20Query.html slr4/2009
t
Northwest Maritime Center
TDM PLAN
Approved L s 2010 by:
Rick Sepler, DSD Director, City of Port Townsend
Adopted November 18, 2010 by:
Northwest Maritime Center Board of Directors
Northwest Maritime Center
431 Water Street
Port Townsend, WA 98368
Tel. 360.385.3628
Fax 360.385.4742
1
mHiUff
t
NW Maritime Center TDM Plan
Purpose
The following guidelines for the Northwest Maritime Center (NWMC) were developed to
mitigate potential transportation issues that could arise from employee, visitor, and local
resident use of the new facility. The development and administration of the Transportation
Demand Management (TDM) Plan is a condition of development of the new facility required bythe City of Port Townsend. At full-build out and peak operations, there could be up to 30
employees and volunteers working at the NWMC facilities. on an average day, there will be
many different groups on site, including employees, visitors to the NWMC, customers of the
chandlery and Galley coffee shop, rowers and users of the boathouse, school children
attending a maritime learning experience, and boat builders working on boats in the boat shop.on a special event day, there could be a conference, a community meeting, or a wedding
reception' The meeting rooms have a maximum capacity of 329 people, but seating is actually
limited to a capacity of 1'44 people for banquet seating and 1gg seats for sit down theater-stylepresentations' This Plan is intended to provide operational guidance for staff and to increase
user awareness of traffic circulation and parking issues at the Center and to control eventparking that could impact neighboring businesses and the character of the adjacent Historic
District and Point Hudson properties.
Administration
The NWMC TDM Plan is administered by the Meeting Event Manager, who can be reached at360'385'3628, extension#LrL'The Plan has been distributed to all employees, tenants, board
members, and volunteers who use the facility on a frequent basis. The plan is also given to any
schoolgroups that will use the facility. Anyone who rents a classroom or meeting room will begiven a Dos and Don'ts Parking Agreement Any event that occurs during peak season will be
required to fill out an Event Parking Management Form and sign an agreement stipulating thatthey understand the parking conditions required as a condition of their use of the NWMC
facility. Parking rules and forms are also found on the NWMC website at
http://nwma ritime.org/a bout-us/meetings_a nd_specia l_events
Traffic Circulation and parking Guidelines
The TDM plan targets reducing traffic and parking issues during the peak season between June
1 and september 30. lt is understood that if the employees and users of the facility abide by theTDM guidelines, no additional requirements will be imposed by the city of port Townsend. Thecity, however, may suggest modifications to this plan, upon notification of the NWM6, if
adverse traffic circulation and parking effects are found to occur in the adjacent area.
2NW Maritime Center TDM Plan
The TDM Plan includes:
Built-in streetscape and site measures designed and incorporated into the TDM Plan and
constructed as part of the new facilities
Policies for employees, volunteers, and users of the facility to participate.in a healthy
lifestyle and reduce parking and congestion by using alternative transportation methods
to get to and from the NWMC
Policies for special events, conferences and weddings: Policies and a map that describes
how to get to the Center and transportation options will be included as an attachment
to the Event Parking Management Form.
An Event Parking Management Form for events that are expected to generate parking of
more than 25 cars during peak periods
An informational handout describing the "Dos and Don'ts" for visiting and parking at the
NWMC, which is also found on the Center's website.
Policies for enforcement, evaluation, and modification.
a
a
a
a
a
a
a
a
a
a
o
Built-in Site Measures (see site plan-Attachment A)
One parking stall is established closest to the main entrance of the Chandlery at the
corner of Water and Monroe Street and is designated a visitor carpool space.
The adjacent parking space (one stall) to the east on Water Street is also designated as a
15-minute parking space in order to facilitate drop off and to promote quick parking
turn-over in order to promote quick purchases in the Chandlery retail space.
One parking stall on Water Street in front of the Education Building is reserved and
equipped as an electric car parking/plug in station with a sign stating "Reserved for
Electric Vehicles Only."
a
Two handicapped parking spaces are designated on Monroe Street, with an ADA
accessible ramp to the sidewalks bordering the Center's two buildings.
The Center provides 20 bicycle parking spaces and (2) showers (one male, one female)
to facilitate bicycle travel for employees and tenants.
A transit stop has been developed within 200 feet of the Center to serve Jefferson
Transit's downtown and North Beach/Fort Worden routes.
3NW Maritime Center TDM Plan
lmprovements also include 14-foot wide sidewalks and the development of 24 new and
improved parking spaces found along the south side of Water Street.
The Center's pier and floating docks also promote alternative transportation modes
using the water as a means of getting to the Center and can be used by visiting tour
boats, transient and recreational boaters.
Policies for Employees, Tenants, and Volunteers
All employees are encouraged to use alternatives modes (bike, bus, boat, or walk)to
come to and from the NWMC facility year-round. During the peak season, between June
L and September 30, employees are not allowed to park vehicles for more than L5
minutes unless for loading and unloading purposes on Water Street or on Monroe
Street between 8 am and 6 pm.
All tenants who lease space in the facility are subject to the same guidelines as
employees and must sign a Dos and Don'ts Porking Agreement (see Attachment C) as a
condition of their lease.
a
a
a
Free day-use parking for employees and tenants is available at the Port of Port
Townsend "Back-forty", which is located behind the Cupola House (see Attachment B-
Remote Alternative Parking Areas).
Volunteers and board members who come for shorter shifts or an occasional meeting
(i.e., less than four hours) are also encouraged to use alternative modes or to park at
the City's public lot adjacent to the skateboard park (see Attachment B). All volunteers
who work at the center during peak season must sign a "Dos ond Don'ts parking
Agreemen(' with the Volunteer Coordinator.
Employees that walk, boat, bus, or bike to and from work at least three days a week
during the peak season are entitled to free locker space and use of showers, if so
desired. Employees that live at least one mile away and bike, walk, or bus to and from
work during the entire peak season are entitled to receive a free annual Jefferson
County Transit pass.
a
a
a
o
4NW Maritime Center TDM Plan
Policies for Special Events, Conferences, and Weddings
Special events, conferences, and weddings are not required to fill out a Parking
Management Form for use of the Center's facilities between October 1 and May 30.
However, all lessees of the facility during this period are required to sign a Dos and
Don'ts Parking Agreement as a condition of their facility rental.
Special events, conferences, and weddings that occur during peak season, but after 5:30
p.m. are not required to fill out a Parking Management Form. However, all lessees of the
facility during this period are required to sign a Dos and Don'ts Porking Agreement as a
condition of their facility rental.
a
a
a
a
I
For events, conferences or weddings that would generate less than 25 cars at any one
time during peak season, no special parking management efforts are required. However
all lessees will sign a Dos and Don'ts Porking Agreement as a condition of their facility
rental and make available the Dos and Don'ts parking flyer available to all of their
attendees or guests.
For events, conferences or weddings that would generate more than 25 cars at any one
time during peak season, special parking management efforts are required. These
efforts will include:
Completion of the Porking Management Form (see Attachment D) and
associated parking fee based on the estimated off-site parking calculation
Notifying all attendees and/or guests that parking is limited and carpooling is
requested
Notifying all attendees and/or guests that on-street parking is not allowed on
street right-of-ways adjacent to the NWMC
Drop-off/pick-up parking is located at the end of Water Street for quick drop-offs
and pick-ups or in the designated L5-minute parking space in front of the
Heritage Building
That parking is restricted to remote lots, which require a S-minute walk to the
Center facilities or a public bus ride from the Jefferson Transit Park & Ride lot
near Safeway, located one mile from the Center
Provide all attendees and/or guests a map of the location of the off-site parking
area and Jefferson Transit Park & Ride lot
I
5NW Maritime Center TDM Plan
For events, conferences or weddings that would generate more than 50 vehicles, event
signage parking is required directing patrons to the designated parking area and a
parking area attendant (hired by the NWMC and paid for by the lessee) must be located
at the entrance of the parking area one hour before the event and stay for one hour
after the event commences (total of 2 hours).
Policies for Enforcement, Evaluation, and Modification
The Meeting Event Manager will monitor on a daily basis employee and tenant parking along
Water Street during peak season. Violations by employees or tenants will be notified by an
email to the employee or tenant and copied to the Executive Director. Three violations by any
employee in one peak season may result in disciplinary action and a note will be made in the
employee's personnel file. Three violations by any tenant may show just cause to terminate a
tenant lease.
The Meeting Event Manager will work with the Volunteer Coordinator to assure that volunteers
follow the parking guidelines of the Center. Violations by volunteers or board members will be
forwarded to the Volunteer Coordinator and Executive Director to determine who would be
responsible for contacting the violator to seek corrective action. Violations will be logged and a
total of four violations may result in a volunteer losing their volunteer status at the Center.
a
The Chandlery staff will keep daily records of people who come into the Chandlery from the
front entrance as a gauge of pedestrian trips to the Center. lt is recognized that these numbers
are approximate, are not reflective of vehicle trips, and may not include users that arrive
through the back doors by the coffee shop. lf requested, the daily tabulated numbers will be
made available for review by the City's Development Services Department.
Chandlery staff will have available for customers a short survey to ask visitors or customers
where they parked (survey will show parking locations), whether they drove to the NWMC as
their only stop in the historic downtown, for what purpose, how they heard of us, (word of
mouth, stumbled upon, another merchant, member, etc.) and whether they purchased
something form the chandlery or coffee shop. Concerns or complaints regarding parking or
circulation at the Center will be brought to the attention of the Facilities Committee. The
Facilities Committee will work with appropriate staff members to address any concerns or
issues, determine an appropriate solution, and communicate the solution to the concerned
person or party.
Modifications to the TDM Plan must be approved by the Facilities Committee. The City may
request modifications of the plan, and suggest specific solutions, if it deems adverse traffic or
parking impacts are occurring from NWMC facility uses and activities.
a
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6NW Maritime Center TDM Plan
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L1 TDM Plan
ATTACHMENT B: REMOTE PARKING AREAS
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NW Maritime Center 8 TDM Plan
Attachment C:
DO's & DONT's
Parking Guidelines
Because porking in the historic downtown is limited ond we wont to be o good neighbor ond leoder in sustoinable living
ond moking PortTownsend o walkoble community, speciol DO's & DON'Ts opply.
* Please consider walking, biking, boating, or taking the bus to the Center-drive and park your car as a last resort.
* lf you must drive, please try to carpool.
* lf you plan to be at the Center more than two hours, please do not park on Water Street in front of the NW
Maritime Center facilities. Please save these areas for short-term users and shoppers to the Center.
* Please park in designated 2-hour or more hour parking areas (see map below).
* Do not park in unauthorized spaces (car pool, electric car, 15-minute unloading, or handicapped spaces or area
in front of boat livery)
* Do not park in the Salmon Club parking area (see map below). Unauthorized cars will be towed.
* Please be a good neighbor. Do not park on private lots. Please be quiet before 9am or after 8 pm if you come to
or exit our facilities. Guests may be sleeping in the cottages at the Swan Hotel across the street.
CriY CI
BA
J:F':SON ST
sAqHtffriN 3r_
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I HAVE READ AND AGREE TO ABIDE TO THE PARKING GUIDELINES OF THE NW MARITIME CENTER.
NWMC User (volunteer, board member, etc)NWMC Event Manager
9NW Maritime Center TDM Plan
Attachment D:
EVENT PARKING MANAGEMENT FORM
Required for Peak Season Users (June 1 to September 30)
Today's Date:
Event Contact Person
Name of Program:
Expected Attendance
Date/Time of Event:
Type of Event: E Meeting E Conference E School Group E Wedding
For events at the NWMC that would generate less than 25 parked vehicles at any one time (e.g., meeting, conference,
wedding, etc,) no parking management efforts are required.
For events that would generate over 25 vehicles the following parking management efforts must be followed
Completion of this Parking Monogement Form and associated parking fee based on the estimated
off-site pa rking ca lcu lation.
Notification by event sponsor to all attendees and/or guests that:
. Parking is limited and carpooling is requested.
r On-street parking is not allowed on street right-of-ways adjacent to the NWMC.
' Drop-off/pick-up parking is located at the end of Water Street for quick drop-offs and
pick-ups only.
. Parking is restricted to remote lots, which require a 5-minute walk to the Center
facilities or a public bus ride from the Jefferson Transit park and ride lot near Safeway,
located one mile from the Center.
r A map of the location of the off-site parking area and Jefferson Transit park and ride lot.
For events, conferences or weddings that would generate more than 50 vehicles, event signage
parking is required directing patrons to the designated parking area and a parking area attendant
must be located at the entrance of the parking area one hour before the event and stay for one-
hour after the event commences (total of 2 hours).
Parkine Ca lculations:
For a meeting: Meeting attendance = _ expected parking generation
For a conference: Conference attendance divided by 2 =expected parking generation
For a wedding: Wedding attendance divided by 3 =
NW Maritime Center 10
expected parking generation
TDM Plan
Parkins Fee Calculation:
Expected parking generation X 53.00 per vehicle =
Parking lot attendant fee = S_
Fee is payable to NW Maritime Center at time of reservation of facility space. All fees are paid to the Port of Port
Townsend for use of their parking facilities.
I HAVE READ AND AGREE TO ABIDE TO THE PARKING MANAGEMENT REQUIREMENTS OF THE NW MARITIME CENTER.
Event Sponsor Date
NWMC Event Manager Date
NW Maritime Center t7 TDM PIan
MILLER HUtL
August 11,2006
Ms. Jan Hopfenbeclc Permit Coordinator
City of Port Townsend
Development Services Depa rtment
250 Madison Street, Suite 3
PortTownsend, WA 98368
Ms. Hopfenbeck,
Please find attached the following information and clarifications your office requested at our
original Northwest Maritime Center - Phase I permit submittal intake meeting on July 19'h.
. (1) original (wet-signed) set of drawings
' Allowable Area analysis for both Phase I and Phase ll total site build-out
' Completed Application for Utility Latecomer Agreement form and documentation
' Geotechnical recommendations including foundation design and soil bearing capacity
We were also asked to confirm the size of our proposed water meter as a 1-'l/2" meter. The
engineer reviewed it and determined that we will indeed need this size.
Finally, we were asked to review our original assumption that floodproof construction criteria
would not be required for our project. A review of the FEMA flood insurance rate map
indicated that a portion of the site is within the A1 designation. Subsequent discussions with
your office provided us with a base flood elevation of 9.0' NGVD. Converting this datum to
NAVD for this site yields a base flood elevation of 12.474'. Our lowest finish floor elevation is
13.333' NAVD and, per our discussion on the 1't of Augus! will consequently not be subject to
floodproof construction requirements. lt is the design team's understanding that any
mechanical and/oi electrical equipment located below the base flood elevaiion will be
required to comply with the appropriate floodproof design guidelines.
I hope this additional information meets your needs as you and your office reviews our permit
submittal. lt is an exciting endeavor for the Northwest Maritime Center (and the greater Port
Townsend community that helped purchase the land and has been involved in the design
and planning of this project), and I look forward to working with you as we move through this
phase of the project. Please feel free to contact me with any questions you may have.
Regards,
Adin Dunning
cc: Dave Robison/ Bob Little (Northwest Maritime Center)
iiijtj 1i:
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FI- 2OO5 EDI-SPECIAL PROJECT NO. B.O5-SP-WA-1005
GRANT AGREEMENT
This Grant Agreement befween the Department of Housing and Urban
Development (H[ID) and City of Port Townsend (the Grantee) is made pursuant to the. authority of Public Law 108-447 (VA-HuD-Independent Agencies Appropriations Act
for FY2005) and a listing of certain specific Economic Development fnitiatlve Special
Projects specified in the Conference Report accompanying the Act (HR fiA-l9Zj.fhe
Amount shown below Is 99.20%of the amount specifild in the Conference Report
because of a '80Yo rescission mandated in the Act. The Grantee's application package, as
may be amended by the provisions of this Grant Agreement, is hereby incorporatedinto
this Agreement.
In reliance upon and in consideration of the mutual representations and obligations
hereunder, HIID and the Grantee agree as follows:
Subject to the provisions of the Grant Agreement,IfLID will make grant funds in
the amount of $384,896 available to the Grantee.
e Grantee agrees to abide by the following:
ARTICLE I. HIID Requirements.
The Grantee agrees to comply with the following requirements for which HLJD
has enforcement responsibility.
A.' The grant funds will only be used for activities described in the application, whiCh is
incgrporated.by reference and made part of this Agreement as miy be modified by
Article VII (A) of this Grant Agreement.
B. EQUAL OPPORTUNITY REQUIREMENTS
The grant funds must be made available in accordance with the following
1. For projects involving housing, the requirements of the Fair Housing Act (42
U.S'C. 3601-20) and implementing regulations at 24 CFR Part 100; -Executive
Order '11063 (Equal Opportunity in Housing) and implementing regulations at 24 '
CFR Part 107.
2- The requirements of Title VI ofJhe Civil RightsAct of1964 @2A.S.e;2000d)
fNondiscrimination in Federally Assistei Programs) and implementirig. regulations issued at 24 CFR Part 1.
3. The prohibitions against discrimination on the basis of age under the Age
Discrimination Act of 1975 (42 U.S.C. 6101-07) and implemetting regulations at
24 CFR Part 146, and the prohibitions against discrimination againit handicapped
individuals under section 504 of the Rehabilitation Act of lgi3 (2g U.S.C. 7q+)
and implementing regulations at 24 CFR part 8.
\))
The requirements of 24 CFR 5.i05(a) regarding equal opportunity as well as the
requirements of Executive order 11246 (Equal Employment opporrunity) and the
implementing regulations issued at 41 CFR Chaptei 60.
For those grants funding construction covered by 24 CFR 135, the requirements
of section 3 of the Housing and Urban Development Act of 196g, 1iz u.s.c.
1701u) which requires that economic opportunities generated by certain HUD
financial assistance shall, to the greatest extent feasible, be given to low- and very
low-income persons and to businesses that provid" ero.,omic opportunities for
these persons.
6- The requirements of Executive Orders 11625 and, 12432 (concerning Minority
Business Enterprise), and L2138 conceming Women's iusiness fnterprisej.
Consistent with HtID's responsibilities under these Orders, the Grantee mustmake efforts to encourage the use of minority and women's business enterprisesin connection with gant funded activities. See 24 CFR part 85.36(e), which
describes actions to be taken by the Grantee to assure that minority business
enterprises and women business enterprises are used when possible in the
procurement of property and services.
7. Where applicable, Grantee shall maintain records of its efforts to comply with the
requirements cited in Paragraphs 5 and 6 above.
C. ENVIRONMENTAL REVIEW REQUIREMENTS.
'
1- If the Grantee is a unit of general local government, a State, an Indian Tribe, or an
Alaskan Native Village, the Grantee agrees to assume all of the responsibilities
for environmental review and decision- making and actions, as specified and
required in regulations issued by the Secretafi pursuant to the M"ltifu*iit
Housing Property Disposition Reform Act of 1994 and,published in 24 CFR part
58.
2. If the Grante-g is a housing authority, redevelopment agency, academic instifution,
hospital, or other non-profit organrzation, the Grantee shall request the unit of
general local government, Indian Tribe, or Alaskan Native Village, within
which the project is located and which exercises land use responsibili ty, to
asSume all of the responsibilities for environmental review dnd deci sion-making
as specified in paragraph C.l above, and the Grantee shall carry out all of the
!esp onsibilities of a recipient under 24 CFR Part 58.
4
5
D. Administrative requirements of OMB Circular A-133 "Audits of States, Local
governments and Non-Profi t Organizations. "
E. For State and Local Governments, the Administrative requirements of 24 CFR Part
85, including the procurement requirements of 24 CFR Part 85.36, and the
requirements of OMB Circular A-87 regarding Cost Principles for State and Local
Governments. For Non-Profits, the Administrative requirements o:f 24 CFR Part 84,
including the procurement requirements of 24 CFR Part 84.40, and OMB Circular A-
122 regarding Cost Principles for Non-Profit Institutions. For Institutions of Higher
Education the applicable oMB circular regarding cost Principles is A-zL.
F. The regulations at 24 CFR Part 87, related to lobbying, including the requirement that
the Grantee obtain certifications and disclosures from all covered persons.
G. The regulations at 24 CFR PartzI,regarding requirements for Drug- Free Workplace.
H. The Uniform Relocation Act as implemented by regulations at 49 CFR Part24.
I. The Grantee will comply with all accessibility requirements under section 504 of the
Rehabilitation Act of 1973 (29 U.S.C. 794) and implementing regulations at 24 CFR
Part 8, where applicable.
J. The regulations at 24 CFR Part 35, where applicable, regarding Lead-Based Paint
Poisoning Prevention in Certain Residential Structures.
ARTICLE II. Conditions Precedent to Draw Down.
The Grantee may not draw down grant funds until the following actions have taken place:
A. The Grantee has received and approved any certifications and disclosures required by
24 CFP* 87,100 concerning lobbying.
B. Any-o-ther conditions listed in Article vII (c) of this Grant Agreement.
ARTICLE III. Draw Downs.
A. A request by the Grantee to draw'down grant funds under the Voice Response Access
system or any other payment system constitutes a representation by the Grantee that it
B. The Grantee will be paid on an advance basis provided that the Grantee minimizes the
time elapsing between transfer of the grant funds and disbursement for project
purposes and otherwise follows the requirements of 24 CFR Part 85 or Part 84 and
Treasury Circular 1075 (3I CFR Part 205).
C. Before the Grant Agreement is signed, the Grantee may incur cost for activities which
are exempt from environmental review under 24 CFR Part 58 and may chargeihe
costs to the grant.
ARTICLE IV. Progress Reports.
A. The Grantee shall submit to the Grant Officer a progress report every six months after
the effective date of the Grant Agreement. Progress reports shall consist of (1) a
narrative of work accomplished during the reporting period and Q) a completed
Financial Status Report - Fo'rm 269 A.
HLTD may require additional information or increased frequency of reporting as
described in Article VII ( C ).
B. The performance reports must contain the information required under 24 CFR Part
85.40(b) (2) or 24 CFR Part 84.51(a), as applicable including a comparison of actual
accomplishment to the objectives indicated in the approved application, the reasons
for slippage if established objectives were not met, and additional pertinent
information including explanation of significant cost ovemrns.
C. No grant drawdowns will be approved for projects with overdue progress reports.
ARTICLE V. Project Close-out.
A. The grantee shall submit to the Grant Officer a written request to close-out the grant
30 days after the grantee has drawn down all funds and completed the activities
described in the application, as may be amended. ThE flnal report shal consist qf (1)
a narrative of all work accomplished during the project period and (2) a completed
Financial Status Report - Form 269 Acovering the entire project period.
HUD will then send the Close-out Agreement and Close-out Certification to the
Grantee. At HUD's option, the Grantee may delay initiation of project close-out until
the resolution of any HUD monitoring findings. If HUD exercises this option the
Grantee must promptly resolve the findings.
B. The Grantee recognizes that the close-out process may entail a review by HUD to
determine compliance with the Grant Agreement by ttre Grantee and all participating
parties. The Grantee agrees to cooperate.with any review in any way possible,
including making available records requested by HUD and the project for on-site
HUD
C. The Grantee shall provide to lftlD the foilowing documentation
i. A Certification of Project Completion.
2. A Grant Close-out Agreement.
3. A final financial report giving the amount and t1,pes of project costs charged
. to the grant (that meet the allowability and allocability requirements of OMB
circular A-722, A-87 or A-21 as applicable, including the "necessary and
reasonable" standard); a certification of the costs; and the amounts and
sources ofother project funds.
4. A final performance report providing a comparison of acfual accomplishments
with each of the project commitments and objectives in the approved
application, the reasons for slippage if established objectives were not met and
additional pertinent information including explanation of significant cost
oveffuns.
D. The Grantee agrees that the grant funds are allowable only to the extent that the
project costs, meeting the standard of oMB Circular A-722, A-87 or A-21 as
applicable, equal the grant amount plus other sources of project funds provided.
E. When HUD has determined that the grant funds are allowable, the activities were
completed as described by the Grant Agreement; and all Federal requirements were
satisfied, HUD and the Grantee will sign the Close-out Agreement and Close-out
Certificate.
F; The Close-out Agreemenl will include the Grantee's Agreement to abide by any
continuing federal requirements.
ARTICLE VI. Default.
A default under this Grant Agreement shall consist of using grant funds for a
purpose other than as authorized by this Agreement, any noncompliance with legislative,
regulatory, or other requirements applicable to the Agreement, any other material breach
of this Agreement, or any material misrepresentation in the application submissions.
ARTICLE VIL Additional Provisions.
A. ProjeelDescripJion-Thaproject is as described in the applicatiorrwith the following-,-
changes:
None
B. Changes or Clarification to the Application Related to Participating Parties:
The Administrative Agent if any:
C. Special Conditions:
None
,'tl
U.S. Department of Housing
and Urban Development
Authorized Signature
City of Port Townsend
Mr. David G. Timmons
Authorized
Title
i-l
Otto V. Banks
Deputy Assistant Secretary
for Economic Development
Date
SuPa or, 2.;oo?
Date
\
NORTHWEST MARITIME CENTER
August 4,2OO9
Rick Sepler, Director
Deportment of Development Services
City Holl Annex, Third Floor
250 Modison Street
Port Townsend, WA 98368
RE: Certificote of Occuponry
Deqr Mr. Sepler,
As you know, the Northwest Moritime Center is seeking to secure o certificote of occuponcy for its two
buildings {Heritoge qnd Educotion buildings) ond the outdoor public commons, with the exception of three
spoces in the Herifoge Building {i.e., yellow building ot the corner of Woter ond Monroe Streets}. These
three spoces include the chondlery, coffee shop ond cotering kitchen. The chqndlery {retoil spoce} ond
coffee shop ore essentiolly one spoce ond shore opproximotely 23O0 squore-feet of the first floor of the
Heritoge Building- The cotering kitchen is odiocent to the conference meeting rooms on the second floor
of the Heritoge Building (see oftoched floor plon for highlighted orecs).
We fully understond fhe City's concerns obout the pofentiol use of oreos thof hove not received o finol
inspection ond certificote of occuponcy. Therefore, this letter outlines our commifment to the City in terms
of the timing ond use of specific spoces until we hove sqtisfied oll of the City's permit requirements ond
conditions.
The chondlery, coffee shop ond cotering kitchen spoces will be locked ond will not be occupied or
used for storoge until we receive q finol inspection ond o tenont improvement permit. We plon on
compleling the interior design of these oreos between September ond November. Our obiective is
to obtoin the tenont improvement permit by November. We understond thqt if we hove ony
unquthorized use in these spoces (i.e., other thon people involved in the design ond instollotion of
improvements) we will be in violotion of this ogreement ond subject to enforcement provisions ond
fines under Section 1.02 of the Port Townsend Municipol Code.
We will begin to move stoff into other oreos of the new focilities on August '10. ln oddition, we
will begin the instollotion of furniture, fixtures ond equipment to support the new spoces. We ore
plonning on o ocommunity opening" of the buildings ond outdoor commons on September I0,
2OO9 ot the stort of the Wooden Boot Festivol. The grounds ond buildings will be closed to public
use until this time. We understond thot we will need to receive o finol inspection for the elevotors
prior to public use ond the community opening.
Northwest Moritime Center & Wooden Boot Foundotion
P.O. Box 82, Port Townsend, WA 98368 * 360.385.362B * www.nwmorilime.org
2
AUG - 6 2009
EGEilVE
CITY OF PORT TOW$ISENO
DSO
3 We understond thot the future use of the conference meeting rooms is dependent upon the terms
ond conditions of o Tronsportotion Demond Monogement (TDM) plon. The conference meetings
rooms qre not scheduled to open until the beginning of next yeor (Jon. 201 0J. Our intent is to
hove the TDM plon opproved by the DSD Director by December 1 , 2OOg. Any scheduled
conference use prior to odoption of the TDM plon will need opprovol from the DSD Director on o
coseby-cose bosis. We understond the interim use of fhe conference meetings rooms should be
infrequent ond will only be gronted if it meets o compelling community need.
A sign permit is required before the instollotion of ony exierior permonent signoge. However, the
murol sign (i.e., ghost lettering) on the west side of the Heritoge Building hqs been opproved.
Enclosed is o check for $10,000 to serve os o performonce security for fhe instqllotion of
londscoping in the outdoor commons ond shoreline oreos of the focility. We understond the City
will deposit this into o blocked occount qnd will releose the security deposit upon finol inspection
of the londscoping. lnstqllotion of londscoping olong the Monroe ond Woter Street rightsof-woy
will be coordinofed with the city streetscope proiect ond the timing of instollotion would be ot the
city's discretion
We oppreciote the City's efforts to work with us on bringing this project to fruition ond to coordinoting
public ond privote improvements to be completed in time for the Wooden Boot Festivol. lf you hove ony
questions. pleose do not hesitote lo confoct Dqve Robison, Proiect Monoger, ot 643-1770.
Sincerely,
C4.y<-
Steve Oliver
President, Northwest Moritime Center
Cc: Ston Cummings, Executive Director
4
5
AUG - 6 200e
MILLER f-rutL
li ACdn^.Jrrvre,\ A
Memorandum
July 22,2009Dave Robison
Stewart Germain
Northwest Maritime Center
Floor gap repair
Date:
From:
bject:Su
Project:
Dave -
We have reviewed the proposal to repair the gaps in the second floor deck of each building. Provided that products
and execution guidelines outlined in specifications section 07920 are followed, the use of lnterior Horizontal Joint
Sealant and backer rod is an acceptable solution. The submitted sealant, Tremco THC-900, is designed for "...use in
any traffic rated horizontal expansion or control joint...[andl ...can be used in parking garages, plazas, terrace
decks, floors and sidewalk joints." (from Tremco cut-sheet) while meeting our specified VOC limits.
Thanks,
Stewart Germain
The MillerlHull Partnership, LLP
List of Attachments: Field Report from Quantum Consulting Engineers- 04/30/09
CC: File
Th. Mlll.rlHull ParlneEhlp, LLP
Polson Building
71 Columbla Street - 6'h Floor
Seattle,WA 98'104
Contact
ft206.6A2-6A37
Ft2O6.6a2-5692
DAUo - 3 2009
E
DS0
Of PORT
M.millerhull.com
c*it { * iluA
fifil
ifi,-Il T
I $$q^Cnr^snr\ g
QUANTUM CONSUI. IING ENGINEERS
FIELD REPORT
TO:
Stewart Gennain
Millcr Hull Partncrshilr
7l Columbia Street, Suite 600
seattle, vt'A 98104
DATE:
AprilJ0,2009
BY
Jack Wiggins, P.8., S.8., LEED
P ROJ ECT;
Norlltrvest Maritinte Center
iROJECT NUMBER:
20r8.01
Attendees: Steward Gennain, Adin Dunning, Korcy Snrith, Randy, Jack Wiggins
Conditions: 55 degrees, sunny
On April 21,20A9,1 perfornred construction observatiou of the strucnrral systerrs. Tlte purpose
of nr;r visit was to observe the erected stnrctrrral elements and verifo that they generally conlbrnt
to ilre structural clesigrr clocunrents, and to observe shrinkage of the tongue-in-grcove upper floor
systcrn.
At the time ol'rny visit, structural cornponents rvere rnostly cornplete irt tlrc hvo buildings. Upper
level guardrails, steel stairs, and miscellaneous fi'aming, rvere eitlrer not yet installed ol in
process.
Ovcrall, coustruction is iu general corrfonnance with the structural design documents. The
following itenrs were noted that require attentiott fi'om the contlactor:
l. The shear rvall SW-Z along grid 9 at the lorver floor requires additional edge nailing to
cornply lvith the structural drawings.
2. The shear rvalls at the upper floor at grids 9 arrd l0 require aclditiorral nailing of the top
, and bottom plates to thc rnid-hcight glularn bearns. This achieves the shear transfer
contiruity requirecl fiorn the wall panel above the glulanr to the panel below, Use tlte "2x
Bottorn Plate Attachmertl colutntr in detail 8/54,0 for required nailing.
3. Tlre shear rvalls at grids I I and I 1.3 do not appear to be installed yet
4. The extcnt of tongue-in-groove floor shrinkage does not materially irnpact tlre sh'ength of'
thc floor system. Addressing these cracks rvill therefore be cosmetic in ttature. We
recontmend that the boards be allowed sufficient time to achieve art equilibriutn trtoisture
corrtenl, probably between 6-90/o, We recourtnend a testing compally provide sample
rloisture readings. The purpose of this is to allolv most mov€nrent to occur before
implernenting a fix,
I 5I I THIRD AVENUE
SUITE 323
SEATTLE, WA 9810I
;EL 206.957.3900
FAX 206.957,3901
www.q uantumce.com
,-t\ a
Qrrnnturn Ficld RcportApr.il 3Q 2009
Pngc 2
If ;iou have any questions, please feel free to contact me
^) .l
City of Port Townsend
DATE:
TO:
FROM
RE:
Development S
250 Madison Street, Suite
60) 385-5095
August 6,2009
Scottie Foster, Administrative
John McDonagh, Planner
ervices Department
3, Port Townsend, WA 98368
FAX (360 344-4619
v LandscapingBLD07-119, Financial
9-D( og - ozJ
Scottie, would you please alrange a Liability Account with the Finance Dept. using the attachedcheck in the amount of $ 10,000 from the Nofihwest Maritime center. These monies are to coverlandscaping requirements at the site.
Thanks - let me or Rick Sepler knor.v if you have any questions. *rl ..OA6'I
L
. - \ ',-\4
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tt.flo
uctou
$ u'
**********************************+****#
City of Port Townsend
Fjnance Department
250 Madison Street Suite l
Port Townsend, {,tlA g8368
******t***t***s**t*************t****t***
Reg# #/Rcpt$: 001-00072762 | V l
Accountjng Date: Fri, Aug 7, Z00g
Date/time: Fri, Aug 7, 200g Z:2j pll
**f **************t**********************
Total Due = $.10,000,00*********t******x*******t**x************
Payment Data:
Pmt# :1
Payer : N0RTHI4EST |4ARITII''jE CENTER
Method: CKAmount = $10,000,00
*************x*x**t**********x*x********
Receipt Summary
************x****x*************x*******x
Total Tendered = $.l0,000,00
Total Due = $10,000.00
Change Due = $0.00**************t**f ***********f **********
Thank You!
*****x******************t*x************x
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