HomeMy WebLinkAbout09073 VORTT CONSTRUCTION PROGRESS RECORD
CITY OF PORT TOWNSEND
wA Development Services Department
250 Madison Strcct, Suite 3, Port Townsend, WA 98368
POST THIS CARD IN A SAFE,CONSPICUOUS LOCATION.PLEASE DO NOT REMOVE THIS NOTICE UNTIL ALL REQUIRED INSPECTIONS ARE MADE AND SIGNED OFF
BY THE APPROPRIATE AUTHORITY AND THE BUILDING IS APPROVED FOR OCCUPANCY.STAMPED APPROVED PLANS MUST BE AVAILABLE ON THE JOBSITE.
PARCEL NO. 948003407 PERMIT NO. BLD09-073 ISSUED DATE 08/14/2009 EXPIRATION DATE 02/10/2010
ADDRESS 888 CORONA AVENUE CONSTRUCTION TYPE V- B OCCUPANT LOAD
OWNER FEIT JAMES S PROJECT DESCRIPTION NEW SINGLE FAMILY RESIDENCE
CONTRACTOR NW GENERAL CONST CONSULT LLC LENDER
INSPECTION INSP )ATE COMMENT INSPECTION INSP )ATE COMMENT
EROSION CONTROL PLUMBING WTR PIPIN
SETBACKS SURVEY PIN CIL Z' MECHANICAL
FOOTING IC-i[ 1/ S' INSULATION
UFER GWB
SLAB INSULATION FINAL PUBLIC WORK
PLUMBING HYDR. FINAL BUILDING
FOUNDATION WALL
FOUNDATION DRAIN
SLAB
MISCELLANEOUS
FLOOR FRAMING
SHEARWALL& HOLDOVI
FRAMING
AIR SEAL
PLUMBING
TO REQUEST AN INSPECTION CALL (360) 385-2294.
INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION.
QORT ro CITY OF PORT TOWNSEND
�o DEVELOPMENT SERVICES DEPARTMENT.
INSPECTION REPORT
WA CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU
WANPTHE ;NSPJECION. FOR MONDAY INSPECTION,CALL BY 3:OOPM FRIDAY.
DATE OF INSPECTION PERMIT NUMBER: &=�'o�
SITE ADDRESS:
CONTACT PERSON: PHONE:
TYPE OF INSPECTION: j tjICf���
CJ V
.............
❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED
CORRECTIONS
Ok to proceed. Corrections will be Call for re-inspection before
- checked at next inspection proceeding.
Inspector C / 1 Y La � Date 2
Acknowledgement 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.
• PORT TO `
�y CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
was�'�
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 FRI DAY.
DATE OF INSPECTION: PERMIT NUMBER: f � 0 C'7'D ��
SITE ADDRESS: (J �—
CONTACT PERSON: PHONE:
TYPE OF INSPECTION: A p s E( r")ACk� y�
A*i)t�tC
U kaEC 1 iCkJ
❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED
CORRECTIONS
Ok to proceed. Corrections wi be Call for re-inspection before
checked at next inspection �
_ rocee ing.
1 1
Inspector t i � Date
Acknowledgement Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee nzav
be assessed if work is not ready for inspection.
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City of Port Townsend o�QaATTo�y�
Development Services Department Z
0
BUILDING ADDRESS APPLICATION 9 TWA
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Name of Property O r:
Mailing Address: r
Telephone_
Property i located in:
Addition: � ' �
Block s): Lot(s): —
Faces/Access is from:
Parcel Number .-?
Directions to the Pro ert draw vicinity man on back
if this is a neu, ADnU, has a building permit been applied for? _yes _No pate:
Notes: 4�I�.�t GA r I -- _k4�_:_ LY S
HOUSE NUMBER ASSIGNED: �88 �deaNq /fit
Date of Approval:
For Department Use Only:
Application Fee Received ($3-00, TC 2200):
Date:
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City of Port Townsend �oFp°RrT°��S�ZS�
Development Services Department
0
BUILDING ADDRESS APPLICATION 9r�WA
Name of Property O r: �-
Mailing Address:
Telephone:
Pro erhv i located in-
Addition:Addition: Block s): Lot(s):
Faces/Access is from:
Parcel Number Owu
Directions to the Property (draw vicinity map on back)
if this is a new ADU, has a building pennit been applied for? _Yes No Date:
Notes: �.�t C-A n�_l 1�4�_-__ L) S g Ue
.
HOUSE NUMBER ASSIGNED: eolg8
Date of Approval: e410
For Department Use On[p:
Application Fee Received ($3.00, TC 2200): Date:
Copt/ to: Finance Fire Dept Post Office
Sheriff Police
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CITY OF FORT IOWNStND
DSD
Parcel Details Page 2 of 2 1
I
/I
http://www.co.jefferson.wa.us/assessors/parcel/parceidetall.asp 11/3/2010
CITY OF PORT TOWNSEND
PERMIT ACTIVITY LOG
PERMIT # p - O`73 DATE RECEIVED S- 7- 10n
SCOPE OF WORK:
ticJ SE R oE�-_$'��
DATE ACTION INITIALS
ENTERED INTO CHET
CHECKED FOR COMPLETENESS
l SF .
sPIC
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zoning:
Setbacks OK?
Lot Size:
-Building Size:
Lot Coverage:
FAR OK?
Height OK? L, ' , 'l 1 , o _s CAI co,<,,-C . ZO-J"
Parkin OK?
Critical Area?
Demo?
Historic Rev?
Notice to Title?
Lots of Record?
CITY OF PORT TOWNSEND
PERMIT ACTIVITY LOG
PERMIT# kP,,9el--O 75 DATE RECEIVED -- 7-o 2
SCOPE OF WORK:
e
DATE ACTION INITIALS
�- - ENTERED INTO CHET
CHECKED FOR COMPLETENESS
s- tZ _ o � R �C—SS PP2®v g Co2ok14
S' Pi
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Zoning:
Setbacks OK? S- w S,c a
Lot Size: IvZQ Ov
Building Size: 2 6 S t -
Lot Coverage: U o
FAR OK?
Height OK? S
Parking OK?
Critical Area? a
Demo?
Historic Rev?
Notice to Title? S S
Lots of Record? -
s UA k 1 ICU t
uP
O�pORTTO.y BUILDING PERMIT
r� s'
City of Port Townsend
9� Development Services Department
�W
250 N9adison Street,Suite 3, Port Townsend,WA 98368
(360)379-5095
Project Information Permit# BLD09-073
Permit Type Residential - Single Family-New Project Name NEW SFR
Site Address 888 CORONA AVENUE Parcel# 948003407
Project Description
NEW SINGLE FAMILY RESIDENCE
F'ee Information Project Details
Project Valuation S246,299.96 Dwellings—Type V Wood Frame 2,588 SQFT
Plan Review Fee 1,181.02 Units: Heat Tvpe: HEAT PUMP
Fncrgy Code Fee - New Single 100.00 Bedrooms: 3 Const►ttction T�pc: V - B
Family Unit
- Bathrooms: 3 Occupancy Type: R-3
Mechanical Permit Fee per Dwelling 150.00
Unit - New Residential
Plumbing Permit Fee per Dwetliug 150.00
Unit -New Residential
PLAN REVIEW DEPOSIT 150 150.00
PLAN REVIEW REFUND 150 150.00
Building Permit Fee 1,816.95
State Building Code Council Fee 4.50
Technoloev Fee for Buildhw Permit 36.34
Record Retention Fee for Building 10.00
Permit
Site Address Fee 3.00
Total Fees S 3,751.81
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 erantine 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 pcnnit is true and accurate to the best of nn know ledge. I further certify
that 1 am the owner he property or authorized agent of the owner.
Print Name � Date Issued: 08/14/2009
Issued By: SWASS\1ER
Signature / Date /( 1 Date Expires: 02/10/2010
�o�POR7ro* BUILDING PERMIT
City of Port Townsend
a�w
Development Services Department
250 Madison Street,Suite 3, Port Townsend,WA 98368
(360)379-5095
Project Information Permit# BLD09-073
Permit Type Residential - Single Family- New Project Name NEW SFR
Site Address 888 CORONA AVENUE Parcel# 948003407
Project Description
NEW SINGLE FAMILY RESIDENCE
Conditions
10. Property corner surrey pins must be located at time of footing inspection to verify setbacks.
'0. This building permit is conditioned upon the Applicant or the Applicant's successors and assigns installing all
required public improvements (which may include street access,and water. sevyer and stornnvater improvements) in
full conformance with the Port Townsend Engineering Desien Standards in effect at the time the Applicant applies
for a building permit or other development permits.
Ca11385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify
that the information provided as a part of the application for this permit is true and accurate to the best of my kno).yledh-le. I further certify
that I am the owner of the property or authorized agent of the oN\ner.
Print Name Date Issued: 08n4�2009
Issued By: S\VASSntptt
Signature _ Date Date Expires: 02/10,'2010
1,011T7.04, BUILDING PERMIT
City of Port Townsend
Development Services Department
250 Madison Street,Suite 3.Port Tox�nsend,NVA 98368
(360)379-5095
Project Infortnatiott Permit# BLD09-073
Permit"h-pe Residential - Sinole Family - New Project Name NEW SFR
Site.Address 888 CORONA AVENUE Parcel# 948003407
Project Description
NEW SINGLE FAMILY RESIDENCE
Alames Associated with this Project License
Type Name Contact Phone # TNpe License# Exp Date
Applicant Felt James S
Owner Felt James S
Contractor Nxv General Const (360) 301-9877 CITY 008321 12/31/2009
Consult Lle
Contractor Nw General Const (360) 301-9877 STATE NWGENWG92 08/22/2010
Consult Lie
rr SEE ATTACHED CONDITIONS �x
Ca11385-2294 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 constr.led 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 app ation for this permit is true and accurate to the best of my knoxvlcdge. 1 further ccrtif
that I am t1 owner of the proper, o authorized age rt of the owner.
Date Issued: 08'14'2009
Printme\
(� Issued 13c: SWASSMER
Signature Date I �� Dale Expires: 02102010
RD I E � W I (} Development Services
II I
O�QORT Toffy =- PH L 1 « v250 Wdison Street ;Suite 3'ri
Townsend WA 98368
f Phone 360 379 5095-_
= �tTt� F ,= yY,SEi3�s ., s Fa
4 44
x 0 3
wA cityofl -
Residential Building Permit Application
Project Address: Legal Des ription,(or x#j "`Office`Us�e Only� _�
°<
(-LMI zi Addition: _ Permit#BLD1�tea 3 Z
Zoning: Block: .� � �As oc ated Permits �
Parcel# �- ��� Lot(s): �
Project Description:
Applications by mail must include a check for initial plan review fee of$150 for projects valued over
$15,000. See Page 2 for details on plan submittal requirements.
Property Own_er/Applicant: Building Information (square
Name: ' '•'
1st floor ' 1 _ Garage:
Address: 7no 2"d floor_ �__. Carport: /
City/St/Zip: u \ 3`d floor_ t Other:
Phone: Email:. °1- ' ` ��:; �� Basement
Co act/Representative:
Finished: 77(�, Unfinished:
Name: Decks/Porches
Phone: ` Covered- /U'nco r d
Email: Heat Type:
Electric Heat Pump Other
Contract � Sa a as ner.
Name: > ,� Total: #Bedrooms #Bathrooms
Address: r7lt6
Size of lot Square feet
City/St/Zip: r, J rl?-71 . � 1
ii Total Lot Coverage(Building Footprint):*
Phone: �� `{. )
I Square feet: 1Z7� % D"Z-
Email: �Ct�it c.uP .������. G���/�
State License#s�G�f ��(C l(� �f Ex Impervious Surface:'
Square feefi *Total existing&proposed
City Business License#: Scq ICT
Lender Information: What year was the structure built? N
Lender information must be provided for projects over
$5,000 i uatio per W 19.27.095. If work includes demolition, see Page 2.
Name:
� �,�,r �•- Any known wetlands on the property? Y N
Project Valuation: $ Gb.0_)t) Any steep slopes (>15%)? Yo
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 activit0s-associated with this rmitt in accordance with State Laws and the Port Townsend Municipal Code.
lam G .
Print Name:
Signat`e: %/, Date: Z--/ --/
�� Page 1 of 2 - 1/4/2010 -OVER-
RESIDENTIAL BUILDING PERMIT APPLICATION
CHECKLIST
This checklist is for new dwellings, additions, remodels, and garages.
0 Residential permit application.
❑Washington State Energy&Ventilation Code forms
❑Two(2)sets of plans with North arrow and scaled, no smaller than Y<" = 1 foot:
❑A site plan showing:
1. Legal description and parcel number(or tax number),
2. Property lines and dimensions
3. Setbacks from all sides of the proposed structure to the property lines in accordance with a
pinned boundary line survey
4. On-site parking and driveway with dimensions
5. If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site
6. Street names and any easements or vacations
7. Location and diameter of existing trees
8. Utility lines
9. If applicable, existing or proposed septic system location
10. Delineated critical areas boundaries and buffers
❑ Foundation plan:
1. Footings and foundation walls
2. Post and beam sizes and spans
3. Floor joist size and layout
4. Holdowns
5. Foundation venting
0 Floor plan:
1. Room use and dimensions
2. Braced wall panel locations
3. Smoke detector locations
4. Attic access
5. Plumbing and mechanical fixtures
6. Occupancy separation between dwelling and garage(if applicable)
7. Window, skylight, and door locations, including escape windows and safety glazing
0 Wall section:
1. Footing size, reinforcement, depth below grade
2. Foundation wall, height, width, reinforcement, anchor bolts, and washers
3. Floor joist size and spacing
4. Wall stud size and spacing
5. Header size and spans
6. Wall sheathing, weather resistant barrier, and siding material
7. Sheet rock and insulation
8. Rafters, ceiling joists, trusses, with blocking and positive connections
9. Ceiling height
10. Roof sheathing, roofing material, roof pitch, attic ventilation
0 Exterior elevations (all four)with existing slope of the land in relation to all proposed structures
❑ If architecturally designed, one set of plans must have an original signature
❑ If engineered, one set of plans must have one original signature
❑ For new dwelling construction, Street& Utility or Minor Improvement application
If you are proposing partial or full demolition of a structure that is at least 50 years old, per
Ordinance 2969 Historic Preservation Committee (HPC) review is required. If within the National
Historic Landmark district: $58.00 for full committee review. If outside the National Historic
Landmark district and not on the Historic Register: no fee for HPC Administrative review.
Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels.
Page 2 of 2 - 1/4/2010 -OVER-
t
Development Services
DE PORTT°�y 250-Madison Street; Suite:3
d�Z ' Port Townsend-WA 98368
_ Phone: 360-379-5095
Fax::360 344-4619
WA www.ci tyofpt.us
Residential Building Permit Application
Project Address: ,�,�� Legal Desl 1ption (or T #): Office Use Only,
Cj`�'j yl J Addition:
Permit Number
Zoning: Block: BLD D�-D1
Parcel# AFN ��v oo / o� Lot(s): ��17T1 S�, Associated Permits:
Project Description:
> Applications by mail must include a check for initial plan review fee of$150 for projects valued over$15,000.
See Page 2 for details on plan submittal requirements.
Lender Information:
Lender information must be provided for projects
Propertyf3wrrer/Appli t- over$5,000 in valuation per RCW 19.27.095.
Name.
Name T4LE121�Q
Address: Z
City/St/Zip: Project Valuation: $ llbo.oOn
S
Phone: Building Information (square feet):
Email-. r 5d :` 15'floor I"/ Garage:
2"d floor Deck(s):
Contact/Representative: 3 /
r�trf `d floor Porch(es):
Name: z�
Address: Basement: Is it finished Yes No
City/St/Zip: Carport: Other:
Phone: Manufactured Home ❑ ADU ❑
Email.- New Addition ❑ Remodel/Repair❑
Contractor, ❑ Same as Own r Total Lot Coverage (Building Footprint):*
Name: XCLA f42 Square feet: % XQ, 7,
Address: l ,L• t Impervious Surface:*
City/St/Zip: "� Square feet:G'06 *Total existing&proposed
Phone: S
Email: 'A ' �ha�t year wash Structure built?
State License#: Y xp: wf�ork'iUUnt#acfI demolition, see Page
City Business License#: I Any kr�q�wri i I I son the property? Y
Any steep sl yes >15%)? Y N
I hereby certify that the information provided is correct that 1 amS�`f1rFttie? yte, Oau horiz d to act on behalf of the owner
and that all activities associated with this permit b a e wifif State Laws and th to
Townsend Municipal Code.
ell
Print Name:
Signat re: Date:
Page 09
D
RESIDENTIAL BUILDING PERMIT APPLICATION
CHECKLIST
This checklist is for new dwellings, additions, remodels, and garages.
❑ Residential permit application.
❑Washington State Energy- Prescriptive
❑Washington State Indoor Air Quality Checklist
❑Two (2) sets of plans with North arrow and scaled, no smaller than %<" = 1 foot:
❑A site plan showing:
1. Legal description and parcel number(or tax number),
2. Property lines and dimensions
3. Setbacks from all sides of the proposed structure to the property lines in accordance with a
pinned boundary line survey
4. On-site parking and driveway with dimensions
5. If creating new impervious surfaces, indicate measures utilized to retain stormwater on-site
6. Street names and any easements or vacations
7. Location and diameter of existing trees
8. Utility lines
9. If applicable, existing or proposed septic system location
10. Delineated critical areas boundaries and buffers
0 Foundation plan:
1. Footings and foundation walls
2. Post and beam sizes and spans
3. Floor joist size and layout
4. Holdowns
5. Foundation venting
❑ Floor plan:
1. Room use and dimensions
2. Braced wall panel locations
3. Smoke detector locations
4. Attic access
5. Plumbing and mechanical fixtures
6. Occupancy separation between dwelling and garage (if applicable)
7. Window, skylight, and door locations, including escape windows and safety glazing
❑Wall section:
1. Footing size, reinforcement, depth below grade
2. Foundation wall, height, width, reinforcement, anchor bolts, and washers
3. Floor joist size and spacing
4. Wall stud size and spacing
5. Header size and spans
6. Wall sheathing, weather resistant barrier, and siding material
7. Sheet rock and insulation
8. Rafters, ceiling joists, trusses, with blocking and positive connections
9. Ceiling height
10. Roof sheathing, roofing material, roof pitch, attic ventilation
❑ Exterior elevations (all four)with existing slope of the land in relation to all proposed structures
o If architecturally designed, one set of plans;must have an original signature
❑ If engineered, one set of plans must have an orgninal'signature
❑ For new dwelling construction-Street& Utility or Minor Improvement application
4
If you are proposing partial or;full demolition of'a structure that is at least 50 years old, per
Ordinance 2969 Histor ci Preservation Committee (HPC) review is required. If within the National
� �. . . .. .. -,-� •.i►tip
Historic Landmark district: $58:00 for-fuI committee,review. If outside the National Historic
Landmark district and-rrf6t on the Historic Register: no fee for HPC Administrative review.
Complete HPC Form. Partial demolition includes exterior demolition for additions and remodels.
Page 2 of 2 4/16/2009
This building pennit is conditioned upon the Applicant or the Applicant's successors and
assigns installing all required public improvements (which may include street access, and
water. sewer and stormwater improvements) in full conformance with the Port Townsend
Engineering Design Standards in effect at the time the Applicant applies for a building
permit or other development permits.
i
1 V
v
go do
of QORT Toh
City of Port Townsend
�o Development Services Department
250 Madison Street, Suite 3
wAs> Port Townsend WA 98368
360-379-5095 Fax 360-344-4619
REVISION TO BUILDING PERMIT # �L� �� Revision # _
OWNER: (�i SITE ADDRESS:
Total Value of Revision: S (`,,00 anc) Impervious Surface Change? ❑ Yes
R'l tqo
Revisions require 2 sets of plans and a written scope of workthat fully describes the proposed change plus any
additional information that will be of assistance in issuing your revision. If your plans were stamped by a design
professional,all revision submittals require a stamp with a wet signature. Be aware that changes to the existing
approved plans may also require you to revise your original building permit application(lot coverage, impervious
surface,structure square footage,etc.)and energy code documents(changing windows,heat source,etc.)to
conform to your proposed changes.
0
Scope.,of work: ,, ; +Z. O
x
J
IIU) - -
�Inll iil ! �
ul F E S 1 2D10 i
.TY OF PART 10''yMStND
DSD
Applicant Signature Date
i
OFF-10E USE ONLY:
Submittal date: Two sets of plans for revision:
Approval of engineer of record(if original plans engineered): ❑ Yes ❑ No ❑ NA
PADSMDepartment Forms\Building Forms\Appiicatiort-Revis ion.doc
Page 1 of 1
Suzanne Wassmer
From: Judy Surber
Sent: Tuesday, May 19, 2009 9:48 AM
To: Suzanne Wassmer
Subject: RE: James Feit Building Permit-property mapped Seismic
Hi Suzanne, n �
Given the previous Pre-App— no.
Judy
jsurber cr cityofpt.us
From: Suzanne Wassmer
Sent: Monday, May 18, 2009 3:34 PM
To: Judy Surber
Cc: Rick Sepler; John McDonagh
Subject: James Feit Building Permit - property mapped Seismic
Hi Judy,
I was reviewing building permit BLD09-073 today for an SFR on 4 lots all mapped seismic(Corona St. & 31st).
This person had a pre-app in 2005. It said staff conducted a site visit and concluded that the subject area is not
a critical area. It has a 15% slope.
Since we haven't completed the Critical Area Waiver form yet and the building permit was submitted May 7, does
he need a critical area waiver prior to the building permit issuance?
Thanks,
Suzanne
5/19/2009
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City of Port Townsend
o Development Services Department
250 Madison Street, Suite 3
WA Port Townsend WA 98368
360-379-5095 Fax 360-344-4619
-= I
REVISION TO BUILDING PEVIMIT # (J�/(e)7� Revision 4 Z
-4-
OWNER: �.(:t'�('`� �� SITE ADDRESS: 8�f� ( _f���iln(�
Total Value of Revision: S 12 o o 0 Impervious Surface Change? ❑ Yes
0
Revisions require 2 sets of plans and a written scope of workthat fully describes the proposed change plus any
additional information that will be of assistance in issuing your revision. If your plans were stamped by a design
professional,all revision submittals require a stamp with a wet signature. Be aware that changes to the existing
approved plans may also require you to revise your original building permit application(tot coverage, impervious
surface,structure square footage,etc.)and energy code documents(changing windows,heat source,etc.)to
conform to your proposed changes.
Scope o work: \' it.�<�1 — _ I
1
A " l cant ign Date
OFFICE USE ONLY:
Submittal date: Two sets of plans for revision:
Approval of engineer of record (if original plans engineered): ❑ Yes ❑ No ❑ NA
PADSMDepartment Forn s\Building FonnsWpplication-Revision.doc
=!B�L�N� Date Issued 08l14/2009 Apphcant FETT JAA?IE h Expiration Date 04l25l2010 Parcel# 948�03407 F
Parent# LUP09-036 Re-issue Date p_ Site 888 COPONli AVENUEn x
1g—~•-
Date Submitted 05/07l2009 Date CIosedi Project Naine' NE�U SFR �
Technically Complete : Last Action02 Zoning'
RI '
_
Date Approved 07l2012009'
Status Date 08/14/2009:Status ISSUED
Override Expire?F Government?r Notes? �.__�__. _.._..�..__... _._..._
100 day(s)to process
�NewElpplicahon�j (�uer}„ _,Print; Forii�Letters,�,,Cop�: �Site�Addiess Query App#F_~
�DeihilsH Parcels 'Structures Contacts, _Conliaefors��Baluation„+�Fees SuAnuttaLs Apgroril`s Conditions ; Inspections Bonds
'• �' y s§' :x,»:.My
Received Approved
Date '"'
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10 APP BUILDINGBuildiri PeiYmt Apphcahoii 05107/2_009 05/11/2009 x r ,
�20 CONSTR-PLANS Constbuction PIAn r� 05l07/2009 +�Y r 05/11l2009 Q
30 SITE-PLAN Site Plan ' ' r :05/07l2009, 5 . 05/11/2009
40 BLD-STRUCT CALC�Building`Structural=Calcul..onsu 05/07/2009 r l 05/11/2009 r jr'
.� >. �._._..., P
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Brostrom Engineering, PLLC
922 Y2 Washington Street#6. Port Townsend.WA 98368 • phone and fax:(360)-379-6402 • mikael@brostromengineering.com
Registered professional engineer license numbers:
Mikael Brostrom.P.E.:AZ 46461,CA C66011, LA 33327,MS 18078, NJ GE47119, OR 81450PE, &WA 43306
Laura Parsons,P.E.: CA C66825&WA 42618
James Feit
P.O. Box 2042
Port Townsend, WA 98368
I
SEP - 4 2509
Date: September 4, 2009
CITY OF FORT TO'WNStND
Re: Site Inspection Report p;D
Job Title: 08002— Feit Residence
Dear James Feit:
The following is a Site Inspection Report based on the September 2, 2009 inspection of the Felt Residence
located at Corona Avenue with APN 948 003 407 Lots 8, 9, 17, & 18 in Port Townsend, WA 98368. This
inspection was completed by project engineer, Mikael Brostrom, P.E.
The following people were present at the building site during this inspection: Mikael Brostrom, P.E., James
Feit(owner), and Jens Coppenrath (contractor).
The below list documents observations and engineering interpretations made by Mikael Brostrom, P.E. during
the site inspection:
1. The foundation's bottom should be 12" below the undisturbed ground surface per the 2006
International Building Code (IBC) Section 1805.2 (see attached). It is Brostrom Engineering's
interpretation of this code section that the foundation should be trenched down below an
undisturbed ground surface. At the time of the inspection, the site had a scraped flat lower and
upper pad, with the foundation forms being framed on top of this new ground surface. To
conform to the above stated code section, either the foundation has to be trenched down 12"
minimum below this new ground surface or an engineered backfill can be placed around the
foundations per a licensed geotechnical engineer's specifications.
2. Hold down SB1x30: Mikael Brostrom provided Mr. Coppenrath with a copy of Simpson catalog
C-2009 page 27, which describes Simpson's minimum requirements for SB1x30. This copy was
marked up with notes made by Mikael Brostrom (see attached).
3. Mikael Brostrom indicated that hold down anchors can be replaced with Simpson's SSTBs per
note 7 on detail 3/S4.0.
4. Mr. Coppenrath noted that they plan on placing the entire foundation so it is 14" deep and not
making it narrower where specified. Thus, details 4/S4.2 and 7/S4.2 will require five (5)
continuous#4 rebars instead of the specified two (2) continuous#4 rebars.
5. Mr. Coppenrath requested written documentation as to where the radon pipes should be
installed. With Mr. Felt's assistance., this documentation will be provided at a later date.
6. Mikael Brostrom indicated to Mr. Coppenrath that the foundation rebars should not be more than
4' above grade as specified on the approved building plans.
Do not hesitate to contact me with any additional questions. My email address is
mikael@brostromengineering.com and my phone number is (360) 379-6402.
Page 1 of 2
Sincerely,
��,.,G I3ROSTR . .
Brostrom Engineering, PLLC �� OV WAS/
i
Mikael Brostrom, P.E. 'P R 43306.
PLLC Member
cc: Jens Coppenrath
Fred Slota, Building Official, The City of Port Townsend
Attachments: Copy of page 346 of the 2006 IBC
Copy of page 27 of Simpson's C-2009 catal�g with Mikael Brostrom, P.E. notes.
Page 2 of 2
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SOILS!AND FOUNDATIONS
TABLE 1804.2 - --
ALLOWABLE FOUNDATION AND LATERAL PRESSURE
--= --- —_--�— ----- LATERAL SLIDING _
i I
ALLOWABLE FOUNDATION LATERAL BEARING Coefficient Resistance +
o ° of friction° tPefl°
CLASS OF MATERIALS PRESSURE(psi) (psfR below natural grade)
l. C stalline bedrock 12,000 1,200_ 0_70_
--- —— !
2. Sedimentary and foliated rock 4,000 — 400 — — 0.35 — 4f
0.35 I
3. Sandy gravel and/or.gravel(GW and GP) 3,000 _— 200_ — —
4. Sand,silty sand,clayey sand,silty gravel and 2,000 150 0.25
clayey gravel(SW,SP,SM,SC,GM and GC)
I i
5. Clay,sandy clay,silty clay,clayey silt,silt and 1 500� 100 — 130
sandy silt(CL,ML,MH and CH) I
For Sl:j I pound per square foot=0.0479 kPa, 1 pound per square foot per foot=0.157 kPa/m.
a. Coefficient to be multiplied by the dead load.
b. Lateral sliding resistance value to be multiplied by the contact area,as limited by Section 1804.3.
c. Where the building official determines that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site,the allowable
bearing capacity shall be determined by a soils investigation.
d. An increase of one-third is permitted when using the alternate load combinations in Section 1605.3.2 that include wind or earthquake loads.
1805!2 Depth of footings. The minim
w
um depth of footings footings shall be carried to a sufficient depth to ensure stabil-
belo the undisturbed ground surface shall be 12 inches(305 ity.
mm) Where applicable, the depth of footings shall also con- 1805.3 Footings on or adjacent to slopes.The placement of
for n1to Sections 1805.2.1 through 1805.2.3. buildings and structures on or adjacent to slopes steeper than
1905.2.1 Frost protection. Except where otherwise pro one unit vertical in three units horizontal (33.3 percent slope)
tected from frost,foundation walls, piers and other perma- shall conform to Sections 1805.3.1 through 1805.3.5.
nent supports of buildings and structures shall be protected 1805.3.1 Building clearance from ascending slopes. In
by one or more of the following methods: general,buildings below slopes shall be set a sufficient dis
1. Extending below the frost line of the locality; tance from the slope to provide protection from slope drain-
age,erosion and shallow failures.Except as provided for in
2. Constructing in accordance with ASCE 32; or Section 1805.3.5 and Figure 1805.3.1,the following criteria
3. Erecting on solid rock. will be assumed to provide this protection.Where the exist-
ing slope is steeper than one unit vertical in one unit hori-
Exception: Free-standing buildings meeting all of the zontal (100-percent slope), the toe of the slope shall be
following conditions shall not be required to be pro- assumed to be at the intersection of a horizontal plane drawn
tected: from the top of the foundation and a plane drawn tangent to
1. Classified in Occupancy Category I,in accordance the slope at an angle of 45 degrees(0.79 rad)to the horizon-
tal. Where a retaining wall is cons
with Section1604.5; tructed at the toe of the
slope,the height of the slope shall be measured from the top
2. Area of 600 square feet (56 m2) or less for of the wall to the top of the slope.
light-frame construction or 400 square feet(37 ml) 1805.3.2 Footing setback from descending slope sur-
or less for other than light-frame construction;and
face. Footings on or adjacent to slope surfaces shall be
3. Eave height of 10 feet(3048 mm)or less. founded in firm material with an embedment and set back
Footings shall not bear on frozen soil unless such frozen from the slope surface sufficient to provide vertical and lat-
eral support for the footing without detrimental settlement.
condition is of a pen�tanent character.
Except as provided for in Section 1805.3.5 and Figure
1805.2.2 Isolated footings.Footings on granular soil shall 1805.3.1, the following setback is deemed adequate to
be so located that the line drawn between the lower edges of meet the criteria.Where the slope is steeper than 1 unit ver
r than 30 tical in 1 unit horizontal (100-percent slope),the required
adjoining footings shall not have a slope steepe
degrees (0.52 rad) with the horizontal, unless the material setback shall be measured from an imaginary plane 45
supporting the higher footing is braced or retained or other- degrees (0.79 rad) to the horizontal, projected upward
wise laterally supported in an approved manner or a greater from the toe of the slope.
slope has been properly established by engineering analy 1805.3.3 Pools. The setback between pools regulated by
sis. this code and slopes shall be equal to one-half the building
1805.2.3 Shifting or moving soils. Where it is known that footing setback distance required by this section.That por
the shallow subsoils are of a shifting or moving character, tion of the pool wall within a horizontal distance of 7 feet
2006 INTERNATIONAL BUILDING CODE®
346
.
r r r _ e
c
`' The geometry of the SB bolt is the latetroilvelopment in high
;pacity anchors.The smooth transition angle of the bolt positions the head i r
itfie anchor into an optimum position in the concrete stem wall without c
soling ezcessive horizontal forces.The SBriex24 is designed to maximize 6-
'`'rformance with minimum embedment while the SB1 x30 is intended to
ver holdown devices that exceed the capacity of SSTB anchors. i a
ecial Features: 6'
•Identification on the bolt head showingEmbedment
� Line(Top of L o
•
embedment angle and model L Concrete)
•Stamped embedment line
= j } Embedment
4 •Rolled thread for higher tensile capacity t
•Tested in different compressive strength concretes I Line(Top o1
P 9 I = � Concrete)
for versatility in specification le
TRIAL ASTM A36 I le
None.May be ordered HDG.Contact Simpson Strong-Tie. I 15
SfiALLATION:
• B is only for concrete applications pour=monolilhically. 12'
Install 1-14 rebar in the area 3'to 5'(marebarnol osf-tension cable from the to t ' }- t
• op nuts and washers for holdown attachment are not supplied L.___ —1..with the SB;install standard nuts,couplers and/or washers .j 43h• L- 3'h'
as required. U.S.Patent
C ES:See page 12 for Code Reference Key Chart. SB1x30 5.317,850 SB7/Bx24
..._......
— - ___ _ _ __ _._._ SELECTION GUIDE
Dimensions(in.) Allowable Tension Loads(lbs) ,
Continuous Stemwail Corner Installation End Wall I 2x,31,2.2x Sill Plates
gill Slemwall Min. -- - --- - Code I Anchor
}10: Width Dia. Length Embed. Pc= I'c=Tf'c= 1'c= I'c- I'c= I'c= F I'c= I'c= Rel. Diameter Holdown Anchor
(W) lie) 2500 3000 4000 2500 3000 4000 2500 3000 4000 _ _ Model No. Model No.
psi psi _psi psi_ psi psi psi psi -psi I HDUB —�
'Ax24 B 7l8 24 18 8330 8930 10130 8330 8930 10130 6325 1150 8795 F24 HD7 —� SB'hx24
10 1 13675 15560 15560 13675 15560 15560 8605 11475 11475 170' I r HD95
fg30 12 1 2 14940 — — 14940 - __ 8605 _ — I I /B HID
30 4 j See i HOC10/22
G'opdsmay not be increased ors or-er Ing.Loads apply to earthquake and wind loading. -; (Page TB
?8)
fnimum anchor center-lo-center spacing is 3 le for anchors acting in tension at the same lime lof full load. I HOC10/4
3)i• towable loads are based on ultimate lest load divided by a factor of 3.0. ( HDU11
nlacl Simpson Strong-Tie for testing and design information. I H61114'----t
4 r two pour installations(site drawing below)with a S61 Off.use the lahlr loads for the S8'/,,c2,1 j - -
5: HHD011
sting to new ICC-ES acceptance criteria to be completed in 2009.Reference www.stronglie.com for _
'' esl loads and information. 1 HHDO14' S8100
' HD7' I
1114'l Min. H09'26i
ge Distant Embedment Line
r--(Top of concrete) __ HD1 !
Corner Non-Corner Corner 1.Selections assume Installations into a continuous
-�- Installation Installation Installation stemwall or in a corner.Minimum I'c=2500 psi.
2.No cold joint within the embedment depth.
(Install with arrow (Bon may be flnstau with arrow 3,The Design Engineer may specify an alternate
on top of the bolt installed 0)450 to on lop of the boil anchorage system provided the diameter is the same'
-S':•'i oriented as shown) 1350 as shown) unented as snows) 4 Where noted.the allowable load lot this application
r c I le /4 rebar t35/90/45 135 is 13675 lbs.which Is less than the published loads
U 45 " " ' lot these holdowns.For concrete strengths 3000 psi
-1' (may ar y or greater,the maximum allowable load for the
Inundation �__. ® v hot own can be achieved
i rebar) I pM1ID,Boll ♦ }p',q ` 5.Where noted SB'/ex24 may be used on 3"(post)
45 Z •` 14S° wood member thickness when using I'c=3000 psi
j Footing . W- _0' .0' 0' for the foundation concrete.
6.Where noted SB1x30 may be used for 5'h"(post)
-- Nil,Lag wood member thickness when 300D psi loundation
concrete is used.31/2"and 41/2"(post)wood member
1 Plan View of SB Placement in Concrete thicknesses may be used when using 2500 psi
e foundation concrete.See catalog page 41 for(post)
S?> Typical SB Installation wood member thickness into.
lc 7.When SB is used with the HD holdown and a sill
plate greater in thickness than Ph".then provisions
W must be la\erlendone SB.
Embedmentlme
Place SB arrow (Too of sec d
diagonal in corner
rele
coot url
application14 Rebar - ► aba> -ra Reba,
c 22'Min.return 13/e'Min. ► I + le Ene rve
j for SB'/e etc v �� „ Cold Jam
a Embedment
o + 30'Min.return-• Locale cc
for SB1 approx.45°. N =
° from wall — ling
�_. 41/4"Min.(SB' I °
r'4 -Min.(SBA) .,4......,...q°«•in.(501) 5..Min (SB _..1.. °
�l
f; I - IV."Mir. JTwo Pour Installation
Corner Installation Continuous Stemwall End Wall (S81x30) 27
ao� �'v ac us�D
ji
'i
i
i
i
OCT 2 1
CITY OF PORT JOWNSEND
69
61
lie
mm
i
I I
�► /�L19 o - 073
PEGGY ANN BIERB.AUM
AYFORT'EY AT LAW
800 B Polk Street
Port Townsend, WA 98368
(360) 379-9115 Fax (360) 379-0936
October 2, 2009
City of Port Townsend
Development Services Department
250 Madison Street Suite 3
Port Townsend, WA 98368
RE: Construction Project at 888 Corona Avenue, Port Townsend
Lear Mr. Sepler:
I represent Northwest General Construction Consulting LLC. Please be advised that
Northwest General Construction Consulting LLC is no longer involved in any phase of
the residential construction project at the above-referenced location.
Sincerely,
PEGG �ABIE4�B UM
Attorney at Law
cc James S. Feit
C E U
OCT - 6 2009
CITY Of PORT TOWNSEND
DSD
PORT TOh
A° ym City of Port Townsend Invoice
Development Services Department
9� w Date: 01-FEB-10
250 Madison Street,Suite 3, Port Townsend,WA 98368
(360)379-5095 Invoice# 1322
FEIT JAMES S
PO BOX 2042
PORT TOWNSEND WA 98368-0239
Application No BLD09-073
Project: NEW SFR
Application Type Residential-Single Family-New
Parcel# 948003407
Subdivision: DUNDEE PLACE Block/Lot
Site Address: 888 CORONA AVENUE
Description Fee Amount Paid/Credit Balance Due
PRF-REV-TI $150.00 $150.00 $0.00
Plan Review Fee $1224.70 $1224.70 $0.00
Energy Code Fee-New Single Family Unit $100.00 $100.00 $0.00
Mechanical Permit Fee per Dwelling Unit- $150.00 $150,00 $0.00
New Residential
Plumbing Permit Fee per Dwelling Unit- $150.00 $150.00 $0.00
New Residential
PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00
PLAN REVIEW REFUND 150 $150.00 $150.00 $0.00
Building Permit Fee $1884.15 $1884.15 $0.00
State Building Code Council Fee $4.50 $4.50 $0.00
Technology Fee for Building Permit $37.68 $37.68 $0.00
Record Retention Fee for Building Permit $10.00 $10.00 $0.00
Site Address Fee $3.00 $3.00 $0.00
Total Fee Amount: $4014.03
Total Paid/Credits: $4014.03
Balance Due: $0.001
Page 1
• M
o�QOHT Tod
9
u so Receipt Number: 100213 `
�WA�
MR
Recet,tDate 02/19/20 0� = Cashier SWASSMER� Payer/Payee Name FEITJAMESS
p.
�, .� s��z is - guTp- �«2i s � ,.,.
sy Ongnal3Fee Aunt Fee
Permit# Parcel Fee Descnptton Amount Paid& B alance
.ski ��3 .,? s ,,.�.'r .:,�,.s-.,�a.�..,»
......
BLD09-073 948003407 PRF-REV-TI $300.00 $150.00 $0.00
Total: $150.00
�S: � ;11.t"�'€
WW
0i PriM6, Payment History �' }
Receipt,# a Receipt Date - � Fee Descnptton �a Amount Patd� Permrt#
L,. ». _ ,w.�, �
09-0867 10/21/2009 Building Permit Fee $67.20 BLD09-073
09-0671 08/14/2009 Building Permit Fee $1,816.95 BLD09-073
09-0671 08/14/2009 Energy Code Fee-New Single Family Unit $100.00 BLD09-073
09-0671 08/14/2009 Mechanical Permit Fee per Dwelling Unit-Nev $150.00 BLD09-073
09-0306 05/07/2009 PLAN REVIEW DEPOSIT 150 $150.00 BLD09-073
09-0671 08/14/2009 PLAN REVIEW REFUND 150 $150.00 BLD09-073
09-0867 10/21/2009 PRF-REV-TI $150.00 BLD09-073
09-0867 10/21/2009 Plan Review Fee $43.68 BLD09-073
09-0671 08/14/2009 Plan Review Fee $1,181.02 BLD09-073
09-0671 08/14/2009 Plumbing Permit Fee per Dwelling Unit-New 1 $150.00 BLD09-073
09-0671 08/14/2009 Record Retention Fee for Building Permit $10.00 BLD09-073
09-0671 08/14/2009 Site Address Fee $3.00 BLD09-073
09-0671 08/14/2009 State Building Code Council Fee $4.50 BLD09-073
09-0867 10/21/2009 Technology Fee for Building Permit $1.34 BLD09-073
09-0671 08/14/2009 Technology Fee for Building Permit $36.34 BLD09-073
Payment 'Check Payment
Method, Number 3 Amount
CHECK 5455 $150.00
Total: $150.00
genpmtrreceipts Page 1 of 1
O�'PORT TOk
�� ym
Receipt Number: 09-0867
Receipt Date: 10/21/2009 Cashier: SFOSTER Payer/Payee Name: FEIT JAMES S
Original Fee Amount Fee
Permit# Parcel Fee Description Amount Paid Balance
BLD09-073 948003407 Plan Review Fee-Revision/Ti $150.00 $150.00 $0.00
BLD09-073 948003407 Plan Review Fee $1,224.70 $43.68 $0.00
BLD09-073 948003407 Building Permit Fee $1,884.15 $67.20 $0.00
BLD09-073 948003407 Technology Fee for Building Permit $37.68 $1.34 $0.00
Total: $262.22
Previous Payment History
Receipt# Receipt Date Fee Description Amount Paid Permit#
09-0671 08/14/2009 Building Permit Fee $1,816.95 BLD09-073
09-0671 08/14/2009 Energy Code Fee-New Single Family Unit $100.00 BLD09-073
09-0671 08/14/2009 Mechanical Permit Fee per Dwelling Unit-Nev $150.00 BLD09-073
09-0306 05/07/2009 PLAN REVIEW DEPOSIT 150 $150.00 BLD09-073
09-0671 08/14/2009 PLAN REVIEW REFUND 150 $150.00 BLD09-073
09-0671 08/14/2009 Plan Review Fee $1,181.02 BLD09-073
09-0671 08/14/2009 Plumbing Permit Fee per Dwelling Unit-New 1 $150.00 BLD09-073
09-0671 08/14/2009 Record Retention Fee for Building Permit $10.00 BLD09-073
09-0671 08/14/2009 Site Address Fee $3.00 BLD09-073
09-0671 08/14/2009 State Building Code Council Fee $4.50 BLD09-073
09-0671 08/14/2009 Technology Fee for Building Permit $36.34 BLD09-073
Payment Check Payment
Method Number Amount
CHECK N/A $262.22
Total: $262.22
genpmtrreceipts Page 1 of 1
OF pORT roh
1
�o Receipt Number: 09-0671-�M
— r 2 17s
Receipt Date OSl14l2009 Cashier SWASSMER Payer/Payee Name FEIT�JAMES{S
..�..�. s
R. ,,:Y• w �, r t ray .� , w k ,., .'n's r a r r
K = r `k
` Ongmal Feex Amount Fee,
tr�,z...F'• - .+ .{ a
Penmt# parcel 3 Fee Descnption Amount Pardue
zx Balance�m*7'mx'.,,_`. x
BLD09-073 948003407 Plan Review Fee $1,181.02 $1,181.02 $0.00
BLD09-073 948003407 Energy Code Fee-New Single Family $100.00 $100.00 $0.00
BLD09-073 948003407 Mechanical Permit Fee per Dwelling U $150.00 $150.00 $0.00
BLD09-073 948003407 Plumbing Permit Fee per Dwelling Uni $150.00 $150.00 $0.00
BLD09-073 948003407 PLAN REVIEW REFUND 150 $150.00 $150.00 $0.00
BLD09-073 948003407 Building Permit Fee $1,816.95 $1,816.95 $0.00
BLD09-073 948003407 State Building Code Council Fee 54.50 $4.50 $0.00
BLD09-073 948003407 Technology Fee for Building Permit $36.34 $36.34 $0.00
BLD09-073 948003407 Record Retention Fee for Building Per $10.00 $10.00 $0.00
BLD09-073 948003407 Site Address Fee $3.00 $3.00 $0.00
Total: $3,601.81
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Receipt# , r Receipt;Date, „ Fee Descrrptton -� Amount`Paid Permit#
09-0306 05/07/2009 PLAN REVIEW DEPOSIT 150 $150.00 BLD09-073
Payment Check`' Paymerit
Method J 1 Number
t Amount
CHECK 5388 $3,601.81
Total: $3,601.81
genpmtrreceipts Page 1 of 1
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0 3No Receipt Number 09LO30&xaEEO
Receipt Date05/07/2009 Cashier FFRANKLINPayerlPayee Name ,FEITJAMES S 7-x
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Ortgtnat FeeArrount � =Fees
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BLD09-073 948003407 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00
Total: $150.00
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PaymenfCheck � � Payment
M thod Number vAmou
Nn
Aff Ma
CHECK 5357 $ 150.00
Total: $150.00
genpmtrreceipts Page 1 of 1