HomeMy WebLinkAbout09136 Rick Taylor
From: Alice Kirkman [kirkmand@nventure.com]
Sent: Thursday, April 15, 2010 3:03 PM
To: Rick Taylor; Butch Jensen
Subject: Project BLD09-136
Kah Tai
Attention Building Dept.
Re: Block Wall
Block wall will be extended from 8 ft hight to 10 ft high
3 bond beams instead of 2
Grout will be be appied to cells with rebar and bond beams
Don R. Kirkman
Architect
City of Port Townsend Development Services Department
5orrelion Notice
PERMIT NUMBER �' 13
OWNER
JOB LOCATION
Inspection of this structure has found the following violations:
2c)-F—ff Ono d2
L
You are hereby notified that no more work shall be done upon these premises until
the above violations are corrected, unless noted othe e. When corrections have
been mad , call for inspection.
Date Inspector �Or �
DSD Main Offic (360) 379-5095 INSPECTION REQUEST (360) 385-2294
THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE
City of Port Townsend Development Services Department
C rrection2N/otice
PERMIT NUMBER C 3�
OWNER n !
JOB LOCATION
Inspection of this structure has found the following violations:
1
c
You are hereby notified that no more work shall be done upon these premises until
the above violations are corrected, unless noted otherwise. When corrections have
been made, call for inspection.
Date Z 3 Inspector
DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294
THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE
City of Port Townsend Development Services Department
Correction Notice
PERMIT NUMBER 01 '713L-
OWNER
JOB LOCATION
Inspection of this structure has found the following violations:
rL1
You are hereby notified that no more work shall be done upon these premises until
the above violations are corrected, unless noted otherw When corrections have
been made, call for inspection. /�-
Z Date z d Inspector / �\ r `-o
DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294
THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE
Thomas L. Aumock.
Consulting Fire Code Inspector
2303 Hendricks Street,Port Townsend,WA 98368
(360)385-3938 Email: taumock@cablespeE-d.com Fax: (360)643-0272
PLAN REVIEW MEMORANDUM
To: Scottie Foster, City of Port Townsend Development Services Department
Fr: Thomas L. Aumock, Consulting Fire Code Inspector, East Jefferson Fire& Rescu�
Dt: 27 July 2009
Re: BLD09-136 Kah Tai Care Center Porte-Cochere, Driveway Widening.
Cc: Charles Tandy,Fire Chief, East Jefferson Fire & Rescue
I am in receipt of the set of plans for the above-referenced proposal from your office, have reviewed the
proposal with the International Fire Code [I.F.C.], 2006 Edition and Washington State Amendments, and
applicable N.F.P.A. 13 code sections.
The following constitutes this plan examiner's findings and determinations based upon the plans of record
submitted.
It is understood that required automatic sprinkler system detail plans and specifications are deferred
submittals.
Findings & Determinations:
1. The proposal was reviewed as a one-story porte-cochere addition to a Group I-2 Occupancy with
Type V-I hour construction classification; and,
2. The redesigned road access for this proposal is found to be consistent with Section 503 and Appendix
D fire apparatus access road design standards.
3. The dimensions and height of the Porte-Cochere are found to be consistent with Ordinance 2947 for
emergency vehicle navigation.
4. An automatic fire suppression system (sprinklers) is required for the Porte-Cochere under NFPA 13,
Section 8.15.7, as the proposed Type V-1 hour construction is not considered "Limited-Combustible
Material"under NFPA 13, Section 3.3.1 1
a. The automatic fire sprinkler system shall be designed, installed, and certified by a licensed
technician (W.A.C. 212-80) or registered professional engineer using the design provisions of
NFPA 13 and related sections, and;
b. The attached application checklist for automatic fire sprinkler systems shall be used as a guide for
detailed plan submittal to the City of Port Townsend Building Department; and,
c. A complete set of as-built drawings of the system shall be filed for record with this department,
and on-site in a formal plans box adjacent to the F.A.C.P., submitted on a 24 x 36 inch maximum
format, and;
d. The automatic sprinkler system shall be inter-tied with the automatic fire alarm system;
CADocuments and Settings\Tom\My Documents\Business\City ContmoTlan Review&Cotrespondeoce\BLD 200%BLD09-136-Kah Tai Porte-Cbchere.doc
7/27/09
Any other applicable or relevant sections of said Code not covered herein shall nonetheless apply to this
proposal.
1.0 hours time was logged in the review, analysis and report filing for this proposal.
It is the recommendation of this consulting fire code inspector that the proposal be approved subject to the
aforesaid requirements of the International Fire Code, and applicable NFPA sections, attached.
CADocuments and settings\'rom\My Documents\Business\City Contract\Plan Review&Correspondence\BLD 2009\BLD09-136-Kah Tai Porte-Cochere.doc
7/27/09
CITY OF PORT TOWNSENI
PERMIT ACTIVITY LOG
PERMIT # BLZb q- 13 DATE RECEIVED 6T O
SCOPE OF WORK:
ADD UM A�l MJAMC
ATE ACTION INITIALS
Mj�jOj ENTERED INTO CHET
CHECKED FOR COMPLETENESS
jflq[oq
R agA 6 s e
)L V D - �
O�� Pf� R�
Zoning:
Setbacks OK? /-5 . V J / ,7, %L(_
y �
Lot Size: � „ „
Building Size: ( J
Lot Coverage:
FAR OK? f y
Height OK? l
Parkin OK? c
Critical Area? y v U C U
Demo?
Historic Rev?
Notice to Title?
Lots of Record?
City of • •
DSD
Memo
To: Butch Jensen, Project Manager for Kah Tai Care Center
From: Suzanne Wassmer, Land Use Development Specialist
CC: Land Use Permit Files
Date: October 19, 2009
Re: Fees for Revision to LUP09-055 and BLD09-136
Land Use Permit LUP09-055R-1
Revision Fees Based on:
3 Hours of DSD Staff time @ $50.00 per hour= $150.00
1.25 Hours of Consulting Fire Code Inspector time
Tom Aumock - @ $50.00 per hour= $62.50
Building Permit BLD09-136
Additional fees for CMU Wall not included in original building permit:
$6,500 valuation = $118.06 .� J
Total due: $330.56 Cd-&U ev"
Thank you.
• Page 1
OF QORT rO�
City of Port Townsend
Development Services Department a
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-5095 FAX (360)344-4619 9�grWA
Revision of:
Minor Shoreline Substantial Development ) File No. LUP 09-05511-1
Permit and Critical Area Compliance
Application of: ) FINDINGS,
Kah Tai Medical Investors, LLC ) CONCLUSIONS AND
FINAL DECISION
SUMMARY OF APPLICATION AND DECISION
Date: October 16, 2009
Application: Kah Tai Care Center—Emergency Generator Change in Location
The original application was a Type I1 Minor Shoreline Substantial
Development Permit and Critical Area Compliance (Habitat - Seismic) for
construction of a"Porte-Cohere" (i.e. a detached drive-through carport)
and other minor improvements on the shoreline side of the nursing home.
Improvements included replacing the existing propane emergency
generator with a larger diesel emergency generator. Plans approved
through MEC09-027 were resubmitted with the new generator
approximately ten feet closer to Kah Tai Lagoon. Improvements would be
located within 200-feet of Kah Tai Lagoon, and within a seismic hazard
area mapped on the west (lagoon) side of the building.
Staff Contact: Suzanne Wassmer, Land Use Development Specialist
Development Services Department
250 Madison Street Suite 3
Port Townsend, WA 98368
(360) 385-0644 swassmergcityofpt.us
Decision: The application is CONDITIONALLY APPROVED.
After respectful consideration of the above referenced application, the Port Townsend Director
of Development Services hereby adopts the following Findings, Conclusions and Decision.
Kah Tai Care Center—LUP09-055R-I
Page 2 of 5
FINDINGS OF FACT
Project Description
1) On September 22, 2009 Don Kirkman, architect for the Kah Tai Medical Investors'
project, submitted a revised site plan for alternate placement of the emergency
generator on the south side of Kah Tai Care Center(Exhibit A—Site Plan). Approval
is sought to relocate the new supplemental emergency generator further away from
the building due to fire code and building code issues. On October 1, 2009,
Consulting Fire Code Inspector Tom Aumock submitted a report with findings and
determinations for this change (Exhibit B -Fire Code Report). Reasons for
relocating the generator to the proposed location include locating it a minimum of
eight feet from building vents (proximity of fueled equipment exhaust discharge),
retaining an unobstructed patient's egress window (8-foot high sound wall around
generator would reduce egress space), and keeping the straight route of a new ADA
sidewalk.
Recent photos taken by Staff(Exhibit C - Photos) indicate the proposed location for
the new generator west and north of the existing generator (the white "box"
structure).
2) Pursuant to Section 10.4.1 of the SMP, the original application was processed as a
Type 11 Minor Shoreline Substantial Development Permit. Type II Shoreline permits
are subject to review and approval by the City's shoreline administrator and public
notice is required (PTMC, Chapter 20.01). One public comment letter from neighbor
Margaret Lee was received during the initial comment period. As a party of record, a
copy of this decision will be mailed to her. The decision may be appealed to the
city's Hearing Examiner pursuant to Chapters 1.14 and 20.01 of the Port Townsend
Municipal Code (PTMC).
3) City staff contacted Jeffree Stewart of the Department of Ecology for his comments
regarding the relocation of the generator. He stated he did not object to the relocation
of the generator as it is still being located as close to the building as allowed by code.
Chris Byrne of the Department of Fish and Wildlife was consulted for possible
adverse effects to wildlife, but he did not return a-mails or phone calls. According to
Project Manager Butch Jensen, the emergency generator would be tested once a
month for five minutes and then only used for emergencies. He stated that the noise
level is equivalent to that of a diesel motor.
4) DSD received an e-mail dated September 27, 2009 from Margaret Lee describing her
concerns regarding the construction area between the care center and the lagoon
(Exhibit D—Code Enforcement Report COD09-106). Code Enforcement Officer
Rick Taylor visited the site on September 30, 2009. He reported that the stockpiled
material was to be removed and that the site did not appear to be over graded or
Kah Tai Care Center—L UP09-055R-1
Page 3 of 5
cleared (Exhibit E —COD09-106 Findings). Project Manager Butch Jensen received
a copy of Ms. Lee's e-mail.
CONCLUSIONS
Based on the findings of fact entered above, the following conclusions are entered:
1) The proposed relocation of the generator is consistent with the 2006 Edition of the
International Fire Code and International Building Code Chapter 11 (sidewalk
requirements for accessibility).
2) As conditioned below, the proposed project would not have a detrimental effect on
the public interest.
3) Per the Shoreline Master Program (SMP) Chapter 6 Environmental Protection and the
Port Townsend Municipal Code Critical Areas Chapter 19.05.060 Performance
Standards, disturbed areas around shorelines and critical areas are to be protected and
restored. Areas of previously undisturbed natural vegetation that have been damaged
by human activity must be replaced with compatible species. In addition, pesticides
and fertilizers are not to be used within the shoreline jurisdiction.
DECISION
Based on the findings of fact and conclusions of law entered above, the decision of the Shoreline
Administrator on the request by Kah Tai Medical Investors, LLC to relocate the generator from
the location shown in Shoreline Substantial Development Permit File No. LUP09-055, is as
follows:
The application is CONDITIONALLY APPROVED, subject to the following stipulations:
General
1) Construction shall be completed in strict conformance to the submitted plans for
BLD09-093, BLD09-136. MIP09-082 and MEC09-027.
2) Construction and emergency generator acceptance testing shall be conducted in
accordance with the requirements of the Washington State Department of Health.
During Construction
3) To minimize potential impacts to water quality/habitat, project activities shall be
conducted in accordance with Best Management Practices contained in the
Department of Ecology Stormwater Management Manual for Puget Sound. All
construction debris shall be properly disposed of on land in such a manner that it
cannot enter into the waterway or cause water quality degradation to state waters.
Kah Tai Care Center—LUP09-055R-I
Page 4 of 5
Prior to Final Building Inspection
4) The applicants shall conform to PTMC Section 17.44.180, and ensure that all exterior
lighting meets these standards.
5) Per 19.05.060, all disturbed areas between the care center and the lagoon shall be
restored to a comparable pre-construction condition and re vegetated, i.e. reseeded
with grass. Pesticides and fertilizers are not to be used within the shoreline
environment.
Expiration
5) Construction or substantial progress toward construction shall be undertaken in
accordance with approved plans within six months of the date of approval of the
Minor Shorelines Substantial Development Permit. The director may allow for one
six-month extension provided the applicant has shown a good faith effort to comply.
Pursuant to WAC 173-27-090, a project for which a Minor Substantial Development
Permit has been granted pursuant to the Shoreline Management Act must be
completed within five years and a one-year extension may be considered.
ENTERED this 16th day of October 2009.
char Sepler, A
City of P rt Townsend Shoreline Administrator
List of Exhibits
1. Exhibit A - Site Plan
2. Exhibit B —Fire Code Report
3. Exhibit C—Photos
4. Exhibit D— Code Enforcement Report COD09-106
5. Exhibit E— COD09-106 Findings
Appeal to Port Townsend Hearing Examiner and Effective Date
Pursuant to the provisions of the Port Townsend Shoreline Master Program and Title 20 of the
PTMC, an applicant or other party of record who may be aggrieved by this administrative
decision may appeal the decision to the city's Hearing Examiner by filing a written appeal in
conformance with Chapter 1.14 PTMC within fourteen (14) calendar days after the notice of the
decision. The date on which a decision is deemed issued is three days after the City mails a
written decision. The appeal period for this permit concludes at 5:00 p.m. November 2, 2009.
All appeals to the hearings examiner shall be processed in accordance with Chapter 1.14 PTMC.
If no appeal is submitted, the preliminary approval becomes final at the expiration of the notice
period.
Kah Tai Care Center—LUP09-055R-1
Page 5 of 5
If a written notice of appeal is received within the specified time the matter will be referred to the
hearing examiner for a public hearing. The decision of the hearing examiner shall be the final
city decision.
The signature below confirms that the applicant or representative agrees to and understands the
conditions above, and that construction undertaken by this permit is done at the applicant's own
risk until the expiration of the appeals deadline.
Signature of Applicant or Representative Date
7, Alsll
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Thomas L. Aumock
Consulting Fire Code Inspector
2303 Hendricks Street,Port Townsend,WA 98368
(360)385-3938 Email: taumock@cablespeed.com Fax: (360)643-0272
PLAN REVIEW MEMORANDUM
To: Suzanne Wassmer, City of Port Townsend Development Services Department
Fr: Thomas L. Aumock,Consulting Fire Code Inspector,East Jefferson Fire&Rescr*_R441eao�;Z_
Dt: 30 September 2009
Re: BLD09-136 Kah Tai Care Center:Emergency Generator, Fuel Container,and Sound Screen
Cc: Lyle Smith, Washington State Deputy Fire Marshal
Inspection was conducted on this date with Washington State Deputy Fire Marshal Lyle Smith, for the
review of the placement of an emergency generator, above-ground diesel Class II fuel storage container,
and sound wall, for the above-referenced facility.
Jurisdiction for the project involves the Washington State Department of Health, the Washington State
Fire Marshal for this Group I Occupancy, NFPA 110 - 2010 Edition, and the International Fire Code -
2006 Edition.
The question from the contractor was relative to the site plan for the proposed generator, fuel tank, and
sound wall. Field investigation noted at least two large vents on the facility's west exterior wall, and a
formal egress window for one of the facilities rooms, and a required A.D.A. sidewalk [I.B.0 Chapter
1 Isidewalk]that serves an egress door for the facility.
Findings&Determinations:
1. The proposal was reviewed as Group I-2 Occupancy with Type V-1 hour construction classification.
2. Any relocation of the proposed project site plan would interfere with the normal operations of
a. The noted building vents—proximity of fueled equipment exhaust discharge
b. The noted egress windows—generator area sound wall reduction of egress space
c. The noted A.D.A. sidewalk—require re-routing of sidewalk
3. The attached plot plan for the location of the generator meets the setback requirements of Code, will
not interfere with:
a, The IBC Chapter 11 sidewalk requirements for accessible buildings and facilities,
b. The IBC egress requirements for unobstructed egress windows.
c. Not require a re-design of the A.D.A. sidewalk that would extend the travel distance with the
addition two additional turns.
d. Meet the setback requirements of applicable codes from the existing building exterior.
It is the recommendation of the consulting Fire Code Inspector that the proposed [attached] plot plan for
the emergency generator outdoor facility be approved. The Washington State Deputy Fire. Marshal
concurs with this determination.
Any other applicable or relevant sections of said Code not covered herein shall nonetheless apply to this
proposal. Particularly, the Washington State Department of Health will be the authority with jurisdiction
for the NFPA 110 emergency generator acceptance tests.
It is the recommendation of this consulting fire code inspector that the proposa p 7L �WM
t thrt`
aforesaid requirements of the International Fire Code,and applicable NFPA s I�
if
Attach: Approved Site Plan OCT
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Page 1 of 1
-7S1
Suzanne Wassmer
coD — o G
From: Margaret Lee[ptmlee@olypen.com]
Sent: Sunday, September 27, 2009 6:22 PM
To: Rick Sepler
Cc: Suzanne Wassmer
Subject: LUP 09-055
Richard M. Sepler, AICP
City of Port Townsend, Shoreline Administrator
Re: the Kah tai Care Center Minor Shoreline Substantial Development Permit and Critical Area Compliance.
Dear-Mr. Septer,
The Conditional Approval by the City of this project and the Findings, Conclusions and Final Decision are based
on the information provided in this document, however, I believe that upon examination of the site and what is
actually taking place there, you will determine that the improvements to the shoreline-side concrete patio and
sidewalk require further scrutiny.
Though you state in your findings that, "These improvements do not require a building permit as sidewalks and
walkways not more than 30 inches above adjacent grade are exempt per the 2006 International Building Code
section 105.12.6, nor do they require public works permits as they are located on private property", these
improvements involve more than a "sidewalk"or"walkway"and though they may be on private property, they are
adjacent to a Critical Area.
Examination of the site will reveal that the area torn up behind the building is large. One could say it has been
"cleared and graded". What is more, the material removed from that area made up of concrete, sand and
dirt, blackened soil and hard material apparently made up of asphalt or some other oil-based substance, has been
"stockpiled"on the south end of the property, relatively close to the water, with no covering or barrier of any
kind between it and Kah Tai Lagoon. (Fortunately,we have not had appreciable rain recently.)
This material is.not"self contained"and is a potential"danger to private/public property". It could impact a critical
area and it's buffer. It is in
violation of the laws and ordinances of the City of Port Townsend, including Chapter 5, Clearing and Grading and
Erosion Control.
It seems inconceivable that a Shoreline Exemption LUP09-035 was necessary and issued for"normal
maintenance and repair"on the west side of the building while this more consequential undertaking, described
as a"diminutive improvement, did not. No permit was necessary.
Might we also be concerned about what oversight will be given when the time comes to replace the propane
generator and fuel tank on the shoreline side of the building?
In addition to the previous observations,please consider the last sentence of Findings of Facts(13): "A critical
areas permit will not be required (PTMC 19:05040C(2))provided that the construction shall be conducted in a
manner consistent with best management practices(BMP's)."
Margaret Lee
809 Gaines Street
Port Townsend, WA 98368
EXHIBIT
D
Rick Taylor
From: Rick Taylor
Sent: Wednesday, September 30, 2009 9:08 AM
To: 'h.l.taylor@hotmail.com'
Subject: FW: COD09-106 Grading @ Kah Tai
Attachments: 9-29-09 006.jpg; 9-29-09 007.jpg; 9-29-09 008.jpg; 9-29-09 009.jpg; 9-29-09 010.jpg; 9-29-09
011.jpg; 9-29-09 012.jpg; 9-29-09 013.jpg; 9-29-09 014.jpg
From: Rick Taylor
Sent: Wednesday, September 30, 2009 9:07 AM
To: Rick Sepler
Subject: COD09-106 Grading @ Kah Tai
Hello Rick
Did a site visit w/photos at Kah Tai 9/29/09 and spoke with Butch Jensen who is the Project Manager on the project. I
didn't notice any over grading or clearing and the stockpiled material is from the adjacent area and will be remove soon.
Regards,
Rick
1
EXHIBIT
9
1
pORTrO�y BUILDING PERMIT
City of Port Townsend
Development Services Department
�was>�'
250 Madison Street,Suite 3,Port Townsend,WA 98368
(360)379-5095
Project Information Permit# BLD09-136
Permit Type Commercial Addition Project Name ADD PROTECOCHERE AT
Site Address 751 KEARNEY ST Parcel# ENTRANCE AND REBUILD
RETAINING WALL AND
Project Description DRIVEWAY
949817101
ADD PROTECOCHERE AT ENTRANCE AND REBUILD RETAINING WALL AND DRIVEWAY
Names Associated with this Project License
Type Name Contact Phone# Type License# Exp Date
Applicant Kali Tai Medical
Investors Llc
Owner Kali Tai Medical
Investors Llc
Contractor Jensen Development, O- CITY 007856 12/31/2009
Inc
Contractor Jensen Development, O- STATE jensedi953d2 03/17/2011
Inc
Call 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify
that the information provided as a part of the 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.
Print Name A,& l�l�t' -�(iC��t�'`— Date Issued: 09/09/2009
Issued By: SWASSMER
Signatur Date " / �� Date Expires: 03/08/2010
OFpoRTTO�y BUILDING PERMIT
u so
_ City of Port Townsend
y= Development Services Department
250 Madison Street,Suite 3,Port Townsend,WA 98368
(360)379-5095
Project Information Permit# BLD09-136
Permit Type Commercial Addition Project Name ADD PROTECOCHERE AT
Site Address 751 KEARNEY ST Parcel# ENTRANCE AND REBUILD
RETAINING WALL AND
Project Description DRIVEWAY
949817101
ADD PROTECOCHERE AT ENTRANCE AND REBUILD RETAINING WALL AND DRIVEWAY
Fee Information
Project Valuation Units: Heat Type:
Plan Review Fee 300.27 Bedrooms: Construction Type: V -B
PLAN REVIEW DEPOSIT 150 150.00 Bathrooms: Occupancy Type:
PLAN REVIEW REFUND 150 150.00
State Building Code Council Fee 4.50
Technology Fee for Building Permit 9.24
Building Permit Fee 461.95
Record Retention Fee for Building 10.00
Permit
Total Fees $ 1,085.96
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 pen-nit 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.
Print Name Date Issued: 09/09/2009
Issued By: SWASSMER
Signature Date Date Expires: 03/08/2010
yo�pORTTp�y CONSTRUCTION PROGRESS RECORD
�z CITY OF PORT TOWNSEND
0
wA Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
I
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. 949817101 PERMIT NO. BLD09-136 ISSUED DATE 09/09/2009 EXPIRATION DATE 03/08/2010
ADDRESS 751 KEARNEY ST CONSTRUCTION TYPE V- B OCCUPANT LOAD
OWNER KAH TAI MEDICAL INVESTORS LLC PROJECT DESCRIPTION ADD PROTECOCHERE AT ENTRANCE AND REBUILD RET
CONTRACTOR JENSEN DEVELOPMENT, INC LENDER
INSPECTION INSP DATE COMMENT INSPECTION INSP DATE COMMENT
FOOTING PA
FOUNDATION PIERS
CONCRETE
FRAMING ICY z» O
ROOF NAILING
FINAL PUBLIC WORKS
FINAL PLANNING
FIRE-FINAL
FINAL BUILDING
TO REQUEST AN INSPECTION CALL(360) 385-2294.
INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION.
Development Services
o�voar ropy 250 Madison Street, Suite 3
ti sY Port-Townsend WA 98368
Phone: 360-379-5095
- Fax: 360-3.44-4619,:.
WAs www.cityofpt.u s
Commercial Building Permit Application
Project Address &Zoning District: Legal Description (or Tax#): Office Use Only
751 KEARNEY ST Addition:
PORT TOWNSENDi WA Permit
Block: ** SEE ATTACHED** #
Parcel# 9 49 81 7-1 01 Lot(s): Associated Permits:
Project Description: TO ADD PORTECOCHERE AT ENTRANCE, TO -C>'S9__
WIDEN DRIVEWAY AND REBUILD RETAINING WALL
➢ Applications accepted by mail must include a check for initial plan review fee of$150
➢ See the"Commercial Building Permit Application Checklist'for details on
plan submittal requirements.
Property Owner: Lender Information:
Name: KAH TAI MEDICAL INVESTOR, LLC Lender information must be provided for projects
Address:3570 KEITH ST NW over$5,000 in valuation per RCW 19.27.095.
City/St/Zip:CLE VELAND, TN 37312 Name: -NONE-
Phone: ( 423 ) 472-9585 Project Valuation: $ 1 53, 450. 00
Email:
Construction Type:VA-1 hr SPRINKLED
Contact/Representative: U
Name: DON K IRKMAN Occupancy Rating:
Address: PO BOX 81 6 Building Information (square feet):
City/St/Zip: AUBURN, WA 98071 151 floor Restrooms:
Phone: ( 2 5 3 ) 8 3 3-7 91 0 2"d floor Deck(s):
Email: kirkmand@nventure.com 3`d floor Storage:
Basement: Is it finished? Yes No
Contractor: Other:
Name: JENSEN DEVELOPMENT, INC New CX Addition (9 Remodel/Repair ❑
Address:P O BOX 2425 Change of Use ❑
City/St/Zip: AUBURN, WA 98071
Phone: ( 253) 288-1 888
Email: butchjensen@aol.com Total Lot Coverage(Building Footprint):
State License#:JENSENDI9 530 2 Exp: 3/17 10 Square feet: 2 4 3 5 3 % . 21
City Business License#: 007856 Impervious Surface:
Square feet: 24353 904 sq ft
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: KIRKMAN ASSOCIATES / DON R KIRKMAN
Signature: ni
�h'�, Date: Q74-1T99
LEGAL DESCRIPTION:
THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS:
LOTS 1 TO 8, BLOCK 171 AND LOTS 1 TO 8, BLOCK 174, ESTATE ADDITION TO THE
CITY OF PORT TOWNSEND, ACCORDING TO THE PLAT RECORDED IN VOLUME 2
OF PLATS, PAGE 21, RECORDS OF JEFFERSON COUNTY, WASHINGTON; TOGETHER
WITH THAT VACATED PORTION OF LINCOLN STREET ABUTTING SAID BLOCK 171
AND 174, LYING BETWEEN KEARNEY STREET AND DECATUR STREET.
THE PROPERTY DESCRIBED AND SHOWN HEREON IS THE SAME PROPERTY AS
DESCRIBED IN THE FIRST AMERICAN TITLE INSURANCE COMPANY TITLE
COMMITMENT NO. 41423-EM, DATED JUNE 2, 2003.
FIRST AMERICAN TITLE INSURANCE COMPANY
COMMITMENT FOR TITLE INSURANCE NO. 41423-EM
SCHEDULE 8 - EXCEPTIONS:
3) ORDINANCE NUMBER 1672 VACATING A PORTION OF LINCOLN STREET
RECORDED APRIL 12, 1983 AS INSTRUMENT NUMBER 283108; AFFECTS
SUBJECT PROPERTY, PLOTTED.
QUIT CLAIM OF EASEMENT RECORDED AUGUST 20, 1996 AS INSTRUMENT
NUMBER 394002; AFFECTS SUBJECT PROPERTY, VACATES EASEMENTS
OVER A PORTION OF LINCOLN STREET, CONTAINED IN ORDINANCE
NUMBER 1672 RECORDED APRIL 12, 1983 AS INSTRUMENT NUMBER 283108.
4) DECLARATION OF RESTRICTIVE COVENANTS RECORDED AUGUST 20, 1996
S INSTRUMENT NUMBER 394003; AFFECTS SUBJECT PROPERTY, NOT
PLOTTED, GENERAL IN NATURE.
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6X LAWN APE
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JAMES R. ZACHRISON
Consulting Engineer
' 14995 SE Amisigger Rd. Boring, OR 97009
lG Y--'M".) r PHONE/FAX (503) 663-5793
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James R.Zachrison,Consulting Eng►.__er O
14995 SE Amisigger Road Boring, Or. 97009
BeamChek v2.4 licensed to:Jarnes R. Zachrison, Consulting Engineer Reg#8101-1735
Don Kirkman,Architect Kah Tai Care Ctr Carport Add'n
Beams Date:9/24/08
SelecOion 6-3/4x 24 GLB 24F-V4 DF/DF Lu=0.0 Ft
CCo dkions
Min Bearing Area R1= 18.5 in2R2=18.5 inz DL Defl 0.79 in Suggested Camber 1.19 in
Data Beam Span 36.0 ft Reaction 1 LL 6750# Reaction 2 LL 6750#
Beam Wt per ft 39.37# Reaction 1 TL 12049# Reaction 2 TL 12049#
Bm Wt Included 1417# Maximum V 12049#
Max Moment 108437 W Max V(Reduced) 10710#
TL Max Defl L/240 TL Actual Defl L/239
LL Max Dell L/360 LL Actual Defl L/427
Attributes Section(irrj Shear i TL Defl m LL DO
Actual 648.00 162.00 1.80 1.01
Critical 548.18 73.52 1.80 1.20
Status OK OK Fails OK
Ratio 85% 45% 1000/0 84%
Fb i Fv i E i x mil Fc i
values Base Values 2400 190 1.8 650
Base Adjusted 2374 219 1.8 650
Adjustments Cv Volume 0.860
Cd Duration 1.15 1.15
Cr Repetitive 1.00
Ch Shear Stress 1.00
Cm Wet Use 1.00 1.00 1.00 1.00
Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Kbe=0.0
Loads Uniform LL:375 Uniform TL:630 =A
Uniform Load A
R1 =12049 R2=12049
SPAN=36 FT
Uniform and partial uniform loads are Ibs per lineal ft.
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Letter of Transmittal Washington State Department of
August 24, 2009 A
Health
_ Construction Review Services
310 Israel Rd.SE
Fin Tumwater,WA 98501
^� PO Box 47852
I{ull `ul
AIJ C � F O JJ9 Olympia,Washington 98504-7852
www.doh.wa.gov/crs
CITY OF FORT TO,^.NStND tel.360-236-2944
DSD
fax.360-236-2901
Project Info:
CRS# 60100070 Project 751 Kearney St
Kah Tai Care Center location: Port Townsend, WA 98368
Chapter 388-97 WAC Nursing Homes
Renovation -Phase I& 2 Local Permit#:
Key People:
Assigned DOH Allen Spaulding
Reviewer: al.spaulding@doh.wa.gov
Facility Kah Tai Care Center Facility Contact: Same as Administrator
Administrator: Angela Cema
751 Kearney St
Port Townsend,WA 98368
(360)385-3555
angela_cema@lcca.com
Architect/ Kirkman Assoc Building City of Port Townsend
Engineer: Don Kirkman Official: Rick Taylor
PO Box 816 250 Madison St. Ste. 3
Auburn,WA 98071 Port Townsend, WA 98368
(253)833-7910 (360)379-4417
kirkmand@nventure.com rtaylor@cityofpt.us
Sprinkler / N/A Fire Alarm N/A
Contractor: Contractor:
Other: Jim Zachrison Other: Butch Jensen
butchjensen@aol.com
14955 SE Amisigger Rd (253)334-3460
Boring,OR 97009
(503)663-5793
Copies To:
® Local Building Official:City of Port Townsend ❑ DOH Child Birth Center Licensing
® Architect/Engineer:Kirkman Assoc ❑ DOH Office of Accommodations&Res.Care Survey
❑ Sub-Contractor:N/A ❑ DOH Office of Investigations&Inspections
❑ Sub-Contractor:N/A ❑ DSHS, ,Div.Of Alcohol and Substance Abuse
❑ Other: ® DSHS,Jennifer Brascher,Aging&Adult Services Administration
❑ Washington State Patrol,Fire Protection Bureau ® L&I,Bill Eckroth,Electrical Section
® CRS File ElL&I,John Harvey,Factory Assembled Structures
Page 1 of 10 Plan Review Comments for Project 960100070
Kah Tai Care Center
Chapter 388-97 WAC Nursing Homes
Renovation -Phase I&2
Memo:
Project involves two phases:
1) Replace siding, windows, roof, some kitchen equipment, exterior concrete paved areas,
and install a supplemental generator.
2) Add covered drive-through at the main entry and widen the paved entry drive.
Received notice of revised project scope 08/20/09— Project no longer involves kitchen or
food service renovations. These improvements will be submitted and reviewed under a
separate project number in the near future.
- Authorized to Begin Construction -
This project has not been approved for licensure.
This project cannot be approved until the fire sprinkler plans (comment# 2.4) have been submitted and
accepted. The Architectural, Mechanical/Electrical & Functional Program documents have been reviewed
and a determination has been made that construction can begin without any further delay.
Any changes during construction shall be submitted to the department for review of compliance with
applicable codes.
Approval for licensure cannot be given until all construction documents and changes have been reviewed and
approved.
Page 2 of 10 Plan Review Comments for Project# 60100070
Facility Data Certificate:
Facility Name: Kah Tai Care Center Licensee UBI#:
Site Address: 751 Kearney St Critical Access Facility: ❑ Yes ®No
Port Townsend,WA 98368
Estimated Date of Occupancy: Occupied
Occupancy I-2 Construction 5-A Applicable Code: 2000 NFPA 101
Group: Type: 2006 IBC
W Number of Current: 75 Added: 0 Removed: 0 Total: 75
Beds:
Automatic Fire Sprinkler System: ® Yes ❑No Type 13
aAutomatic Fire Alarm System: ® Yes ❑No
wCompartmentation req'd: ®Yes ❑No Smoke Control System Provided: ❑ Yes ®No
aSpecial Delayed Egress Control: ❑ Yes ®No Location:
Q
Certificate of Need Required: ❑ Yes ❑No CON Approval Granted: ❑ Yes ❑No
CON Number :
W Number of units: Private occupancy: Two person occupancy:
Q .4 Based on size of rooms used for sleeping Residents
az
O Based on size of common rooms Residents
Qcn
F. H Maximum allowable licensable beds:
Aa Qualifies for Assisted Living Funding Program ❑ Yes ❑No Number of qualifying units:
U
w
W
E-�
O
z
The data above is based on the information presented to CRS. Any change in the facility or facility program that
causes the above information to be incorrect is subject to review by CRS.Approval for construction is not
approval for licensure.A copy of the facility data certificate will be sent to the licensing agency.
Page 3 of 10 Plan Review Comments for Project 4 60100070
Kah Tai Care Center
Chapter 388-97 WAC Nursing Homes
Renovation -Phase I& 2
o
o ¢ The following are plan review comments:
s
U ¢ z
Phase 1
1-1 0 Construction and renovation may create conditions that compromise the health and safety
of residents, staff, and visitors. Facility planning must include, in addition to space and
operational needs,provisions for infection control and safety of the facility's occupants
during any renovation or new construction. The facility's infection control practitioner
(ICP) and safety and security personnel (S&SP) should be involved with facility
planning, design, construction, and commissioning of any new or renovated area.
Per the Functional Program during the window replacement portion of Phase One work
will occur between 8:00am and 5:00pm, and:
1) Residents will be removed from their rooms when window replacement is being
done in that room. Residents will be moved to an unoccupied room or to an
activity area. It is estimated that residents will be out of their room for only on
hour.
2) Corridor door of the scheduled room will be kept closed to reduce noise and keep
dust confined to that room.
3) Housekeeping and maintenance staff will be detailing each room before residents
are returned.
Per the Functional Programs during the kitchen equipment, siding, sidewalk/patio, and
roof replacement portions and installation of the back-up generator of Phase One, work
will occur between 8:00am and 6:00pm, and:
1) Kah Tai's Social Services department will be monitoring the residents twice a
day on a daily basis. Our monitoring will concentrate mainly on any discomfort
the residents may be having from noise.
2) If resident requests a temporary move, we will move that resident to another wing
away from construction.
3) Resident windows will be kept closed to reduce any smell, dust and noise that
may entry their room.
The design professional should incorporate the specific construction-related requirements
of the ICP and S&SP in the contract documents to require the constructor to implement
these specific requirements during construction. WAC 388-97-3440(5)(0 rms
Page 4 of 10 Plan Review Comments for Proiect 4 60100070
1-2 M ! Provide a drawing locating, the diesel storage tank that will supply fuel to the proposed
supplemental/back-up generator, how it will be accessed for refueling, and how it will be
protected if subject to impact by vehicular traffic. Provide information on its capacity
and length of time this capacity will allow operation of the proposed supplemental/back-
up generator. WAC 388-97-3440(5)
Response received 07117109—See sheets A0.01, El &E2 Sheet A0.01 shows
the location of the supplemental/back-up generator which is a self contained
unit containing the Diesel Generator storage `Set'referred to on Sheets El &
E2. with 1000 gallon fuel tank, and the reserve 1000 gallon fuel tank closer to
the service driveway. The reserve fuel tank will be refueled by tank truck from
the adjacent road. The reserve tank will be protected by concrete retaining
walls. Sheet E2 calls for a minimum 1000-gallon capacity fuel tank for 72
hours of stand-by operation per code requirements. The generator itself is
protected by bollards.
Not Approved 08/07/09—Provide a drawing showing how the fuel tank will be protected
from impact by vehicular traffic, or explain how the retaining wall for spill containment
will meet this requirement. Also, provide revised architectural drawings noting the
existing emergency generator will be removed as is noted on the electrical drawings. rms
Response received 0820109—See sheets T-1, AO.01, A0.02 with (3) changes,
locating diesel storage tank that will supply fuel to the proposed
supplemental/back up generator.
Fuel will be supplied to the supplemental generator by an underground fuel
pipe line. Fuel will be pumped from a 1,000 gallon storage fuel tank located by
an existing storage building(see sheet A0.02 for location). This extra storage
will eliminate delivery oil trucks having to drive across lawn area and will also
provide an extra 72 hours of reserve fuel.
Spill containment for the 1,000 gallon reserve tank is show on sheet A0.02—
detail (A) section.
Enlarged plan of supplemental generator pad shows 6"steel pipe bollards
located at the corners of the generator pad to prevent equipment (lawn mover,
etc)from running into the generator.
Sheet A0.01, note added that the existing generator is to be removed as noted
on electrical drawings.
Approved 08/24/09—Based on written response as noted above and sketch 1407-1-2
that identifies the fuel storage tank protected by bollards.
1-3 O Provide a drawing identifying the location the new transfer switch and how it will be tied
to the existing electrical system. WAC 388-97-3440(5)(e)
Response received 07117109—See Sheets A2.02 and A2.03, El and E2 the
Diesel Generator will have (23) Transfer Switches; See drawings for complete
details and to architectural floor plan.
Page 5 of 10 Plan Review Comments for Project 9 60100070
Approved 08/07/09—Per the electrical drawing the emergency power system will
j include (3) transfer switches, one at the emergency panel and one at each MDP. rms
1-4 0 j Provide a drawing/information showing what loads will be placed on supplementalfback-
up generator, what loads will be left on existing generator, and showing where the new
generator will annunciate. WAC 388-97-3440(5)(e)
Response received 0 711 7109—See Sheets El, E2, A2.02 and A2.03 The Diesel
Generator will have (3) Transfer switches and(3) Remote Annunciators to be
field located at the Main Nurse Station, main Electrical room and Integral at
Generator Set Controls. See Sheets A2.02 and A2.03.
Approved 08/07/09—Per pp revised drawings the new 230KW Generac diesel
generator will replace instead of supplementing the existing emergency generator.
This new emergency generator will provide emergency power to cover all the
electrical demand of the facility. Per the written response the emergency generator
will annunciate at the Main Nurse Station, main Electrical room, and Integral at the
generator set controls. rms
1-5 x❑ Provide a drawing or drawings showing how the proposed generator will be at least 24'
from the exterior window in Room 17 or that the top of the generator will be located
below the maximum window sill height. WAC 388-97-2400(2)(a)(ii) & (iv)
Response received 0 7/1 7109—See Sheets A0.01 The diesel Generator will be
located as shown on the Architectural `Site Plan'and shall be field coordinated
to comply with Code Requirements. Generator is 36'10"from the exterior
window in Resident Room 17 but only 20 ft from the activity rooms.
Approved 08/07/09—Revised Sheet A0.01 shows the proposed new generator will be
located 20 feet from the Activity Room making it well over 24 feet from any resident
room window. rms
1-6 El Provide a drawing showing the dimensions of the resized concrete patio and what will be
installed in the area that will no longer be paved. Explain why access is only from
Activity Room or show the location of a gate at Dining Room end of new walk.
WAC 388-97-3440(5)(a)
Response received 0 7117109—See Sheet A0.01, Revised patio has been re-
dimensioned and the area, which will no longer have pavement, will be
landscaped. The existing fence and gate will remain.
Approved 08/07/09—Revised Sheet A0.01 shows a new 6' concrete walk with
expanded patio area extending from the exterior door in the Activity room on "A"
wing connecting to the existing sidewalk outside the Main Dining room. The
expanded patio will be approximately 41 feet long by 10' wide excluding the width
of the sidewalk, and will be located more than 8 feet from any resident room
window. The existing fence and gate will remain. rms
Page 6 of 10 Plan Review Comments for Project 4 60100070
i
1-7 ED Provide a drawing and describe how exiting will be maintained when the replacement of
sidewalks occurs in the exit pathway. WAC 388-97-3440(5)
Response received 0 711 7109—See Sheet AO.01 Revised Legend and notes have
been added explaining exiting during construction. Quick set concrete has been
called our requiring only 90 minutes of shut down time.
Approved 08/07/09—Per the written response and Note 1 on Sheet AO.01 no more
than one exit will be affect each day. That exit will be unavailable for
approximately 3 hours with staff monitoring the exit or need to exit. rms
1-8 ❑x Provide a drawing or explain how splash from the new hand wash sink in the Kitchen
will be prevented from potentially contaminating food at the prep sink or work counter.
WAC 388-97-2980(3)
i
Response received 0 7/1 7109—See Sheets A2.03 and KI Wall mounted Stainless
Steel screen panels have been added on either side of the hand wash sink
shown on floor plan. See item 136 on sheet KI.
Approved 08/07/09—Per Item#136 on Sheet Kl, a 21" deep x 48"high screen will be
wall mounted on each side of the hand wash sink to prevent splash onto the adjoining
food prep sink or work counter. rms
Noted 08/24/09—Kitchen work no longer in scope of project
1-9 0 Provide information describing the new hand wash sink& faucet including the
temperature range of the hot water. WAC 388-97-3440(5)(e)
Response received 0 7/1 7109—See Sheet KI See revised equipment list item #134
describes Stainless Steel panels and refers to Note #L
Approved 08/07/09—Per Notes#2  for Kitchen Equipment Item#135 the faucet
shall have a single level, a gooseneck spout, and a 11 OF hot water. rms
Noted 08/24/09—Kitchen work no longer in scope of project
1-10 ❑x With the prep sink being relocated,provide a drawing showing to where it will drain or
how the sink drain pipe will be revised to reach the current indirect drain location.
WAC 388-97-3440(5)(e)
Response received 0 7/1 7109—Existing Prep sink, Item #3 has been moved 18
inches to the right from the present location. The same drain, hot water and
cold water connects will still be utilized.
Page 7 of 10 Plan Review Comments for Project 4 60100070
Not Approved 08/07/09 - Provide a drawing showing how the sink drain pipe will be
revised to reach the current indirect drain location. rms
I
Response received 08120109—All kitchen wor4k deleted by request of scope of
work change on kitchen deletion letter dated August 19, 2009..
I
Approved 08/24/09—Kitchen work no longer in scope of project
i
1-11 Provide a drawing locating existing and proposed electrical receptacle locations with
those that will be located within 5' of new hand wash and relocated prep sink equipped
with GFCI protection. WAC 388-97-3200(2)(b), WAC 388-97-3440(5)(e)
Response received 0 7117109—See Sheet KI The existing receptacles in the
kitchen shall be field verified and any `New and/or Added" receptacles shown
on the Kitchen plan shall be GFC1 Protected per NEC-2008 210.8(B) (I
through S) and WAC 388-97-3200(2)(b) as applicable.
Not Approved 08/07/09—Provide a drawing locating existing and proposed electrical
receptacles as GFCI when located within 5' of new hand wash and relocated prep sink.
rms
Approved 08/24/09—Kitchen work no longer in scope of project
1-12 El Provide a drawing locating the tray-line noted in the Functional Program as a temporary
i serving space while the Kitchen is being renovated. If the steam table uses electrical
power, then identify the location of the electrical receptacle and note this receptacle is
protected by a GFCI outlet. WAC 388-97-3200(2)(b)
Response received 0 7117109— The existing receptacles in the Dining room shall
be field verified and any `New and/or Added" receptacles shown on the kitchen
plan KI shall be GFC1 Protected per NEC-2008 210.8(B) (1 through 5) and
WAC 388-97-3200(2)(b) as applicable.
Not Approved 08/07/09—Per the written response new and/or added electrical
receptacles will be GFCI. Provide a drawing showing the electrical receptacle—new or
existing with GFCI protection—into which the steam table will be connected, or provide
information showing the steam table for the temporary tray line does not require an
electrical connection. rms
Approved 08/24/09—Kitchen work no longer in scope of project
Phase 2
Page 8 of 10 Plan Review Comments for Project 4 60100070
2-1 Per the Functional Program construction of the Carport drive-through/paving work of
Phase Two will occur between 8:00am and 6:00pm, and:
i
4) Kah Tai's Social Services department will be monitoring the residents twice a
day on a daily basis. Our monitoring will concentrate mainly on any discomfort
the residents may be having from noise.
5) If resident requests a temporary move, we will move that resident to another wing
away from construction.
6) Resident windows will be kept closed to reduce any smell, dust and noise that
may entry their room.
2-2 0 : Provide copies of Sheet A2.01 and all other related drawings of the proposed carport.
WAC 388-97-3440(5)
Response received 0 711 7109—Please see enclosed Sheets 1 of], C1, C2, T-1,
A0.01, A0.02, A2.01. These sheets all refer to the carport and driveway.
Not Approved 08/07/09—Provide revised Sheet A2.01 verifying a ramped area will
allow wheelchair access between the new 5" concrete drive-thru and the facility, and not
a step as is shown in the East Elevation and Section A-A. rms
Response received 08120109—Sheet A2.01, see revised floor and foundation
plan with corrected floor slopes, deleting any steps at the carport entry.
Approved 08/24/09—Based on revisions to sheet A2.01 as noted in written response
above.
2-3 t] Provide a drawing identifying the c-side entrance and the back of the facility entrance.
Provide information/drawing describing how those coming to the facility will be directed
to the proper entrance. WAC 388-97-3420(1)
Response received 0 711 7109—See Sheet A0.02 The entrance will be on the C-
side if the main entrance is blocked. We will not use the back of the facility
entrance for residents. Renovation will happen in sections so there will be
access to one or the other entrances. The facility will use construction tape to
block off the other areas where construction is happening. There will be
sandwich board signs directing all incoming and outgoing traffic to the correct
entrance and exit.
Approved 08/07/09—Per the written response the exit in "C" Wing will function as
the main entrance while the Main Entrance is inaccessible because of the
construction of the carport. Sandwich board signs will be used both inside and
outside the facility to direct traffic to the correct entrance and exits. rms
2-4 1E Two sets of sprinkler system working plans shall be submitted for review and approval
before any fire sprinkler equipment is installed or remodeled. The department reserves
Page 9 of 10 Plan Review Comments for Project# 60100070
the right to defer plan review and inspections to the local authority having jurisdiction
(AHJ). Deviation from approved plans will require permission. Plans and specifications,
including hydraulic calculations,that are incomplete or are not stamped by a Washington
State Licensed Fire Sprinkler Contractor, will be returned without review. Fire sprinkler
system plans and specifications may be submitted separately from construction
documents during the construction of Phase Two of the project.
Section 903.1, International Fire Code
Response received 0 7/1 7109—See Sheet T-I These fire sprinkler drawings will
be provided under separate cover by the fire sprinkler contractor, and shall be
approved by the local fire department also.
Noted 08/07/09—Per the written response, the fire sprinkler documents to provide fire
sprinkler protection of the Porte Cochere shall be a deferred submission. Verify the
existing covered Main Entrance is also protected by the fire sprinkler system or add
coverage. rms
Response received 08120109— The fire sprinkler documents to provide fire
sprinkler protection of the Porte Cochere shall be a deferred submission as per
note on Sheet T-1 under special notes, (3) we have verified that the existing
covered Main Entrance is protected at present by the existing fire sprinkler
system..
Noted 08/24/09—Fire sprinkler plans for the porte cochere to be a deferred
submittal.
The portion of the written response verifying sprinkler coverage for the main
entrance is approved.
Compliance with the comments above provided by the Department of Health, Construction Review Services, are necessary for this facility to meet
the requirements of the applicable licensing regulations found in the Washington State Administrative Code and associated references. These
comments do not relieve the facility from the responsibility to meet the requirements of any other applicable federal, state or local regulations.
In the event of conflicts between other jurisdictions and these written comments, the most stringent shall apply.
Page 10 of 10 Plan Review Comments for Project 4 60100070
INDEX OF DRAWINGS FOR
Port Townsend- KAH TA/ Care Center
Job # 1407- 1
PLAN # DESCRIPTION DATE I REVISED DATE
TOPOGRAPHY (Holmvig, DeWitt&Assoc.)
1 of 1 ISurvey 105/28/091
ARCHITECTURAL (Don R. Kirkman)
T-1 Site Plan / Project Info / Drawing Index/Vicinity Map 05/06/09 08/25/09 5
A0.01 Site Plan 05/06/09 08/25/09 5
A0.02 Partial Site Plan & Details 05/06/09 08/25/09 5
A2.02 West Win "As-Built" Floor Plan 05/06/09 08/25/09 5
A2.03 I East Win "As-Built" Floor Plan 05/06/09 07/08/09 1 2
KITCHEN (Bargreen/Ellingson)
K1 of 1 1 Floor Plan 05/27/09 07/09/09 1 2
ELECTRICAL(High Country Electric)
E1 IBuilding Floor Plan 06/09/09
E2 lElectrical One-Line Calculations 06/09/09
UPDATED 08/25/09
CITY OF "OR I10V,N,�,
LiL
P.O.BOX 816•AUBURN,WASHINGTON 98071-0816•(253)833-7910•FAX(253)833-7915
kirkmand@nventure.com
August 25, 2009
Kah Tai Care Center
Port Townsend, WA
ADDENDUM #5
Architectural
Revision #5 (08/25/09
SHEET Rev # DESCRIPTION
T-1 Site Plan, Project information, Drawing Index, Vicinity Map
5 1. Site plan revised. Relocate generator and reserve diesel fuel
storage tank.
A0.01 Site Plan
5 1. Revised Site Plan. Relocate generator and reserve diesel fuel
storage tank.
A0.02 Partial Site Plan & Details
5 1. Revised partial site plan. Relocate generator and reserve diesel fuel
storage tank.
2. Revised the enlarged site plan details showing location of
supplemental generator, oil fuel lines and location of reserve fuel
tank, with details of oil spill containment concrete basin and added
bollards.
A2.02 West Wing `As-Built' Floor Plan
5 1. Revised floor plan
1407ADD5
L__
�rSJ
1
Don R. Kirkman
3526 Academy Dr SE Letter of Transmittal
PO Box 816, Zip 98071
Auburn, WA 98092
Date: Job No.
(253) 833-7910 07/23/2009 1407
ttn:
(253) 833-7915 Fax Fred
e:
TO City of Port Townsend Building Offical
Development Services Dept.
250 Madison Street, Suite 3
Port Townsend, WA 98368 Kah Tai / Port Townsend NH
Phone: (360) 379-5058 Parcel #949-817-101
Send Vi: UPS
Copies Date j No. j Description
j 1 j 09/25/08 j 1407 j Structural Calculations from James Zachrison -wet stamped j
j
Sent for:
Remarks
Signed: Alice Kirkman
Transmittal\City of Port Townsend-Suzanne
4.
O�1V OF PO�SUO��NSEND
o� /34
Don R. Kirkman
3526 Academy Dr SE Letter of Transmittal U �a,� �
PO Box 816, Zip 98071
Auburn, WA 98092
Date: Job No.
(253) 833-7910 07/02/2009 1407-11
M:
(253) 833-7915 Fax Fred Slota
e:
TO City of Port Townsend Building Offical
Development Services Dept.
250 Madison Street, Suite 3
Port Townsend, WA 98368 Kah Tai / Port Townsend NH
Phone: (360) 344-4601 Parcel #949-817-101
Send Via: UPS
Copies Date No. Description
1 07/01/2009 Application for Commercial Building Permit for Portecochere
& drieway widening
1 Legal description
1 07/02/2009 Check#13940 for$150.00
3 06/09/2009 E1 & E2 wet stamped
3 06/05/2009 T-1, A0.01, A0.02, A2.01 wet stamped
3 07/15/2008 C1, C2
3 5/28 Survey
Sent for:
Remarks
Signed: Alice Kirkman
Transmittal\City of Port Townsend
I i
600Z 9 . �. .
LillIn
�(�
R
OF PORT T09'
u' Receipt Number: 09-0865
Receipt Date: 10/21/2009 Cashier: SFOSTER Payer/Payee Name: JENSEN DEVEL./KAH TAI
Original Fee Amount Fee
Permit# Parcel Fee Description Amount Paid Balance
BLD09-136 949817101 Plan Review Fee $346.22 $45.95. $0.00
BLD09-136 949817101 Technology Fee for Building Permit $10.65 $1.41 $0.00
BLD09-136 949817101 Building Permit Fee $532.65 $70.70 $0.00
Total: $118.06
Previous Payment History
Receipt# Receipt Date Fee Description Amount Paid Permit#
09-0717 08/31/2009 Building Permit Fee $461.95 BLD09-136
09-0536 07/14/2009 PLAN REVIEW DEPOSIT 150 $150.00 BLD09-136
09-0717 08/31/2009 PLAN REVIEW REFUND 150 $150.00 BLD09-136
09-0717 08/31/2009 Plan Review Fee $300.27 BLD09-136
09-0717 08/31/2009 Record Retention Fee for Building Permit $10.00 BLD09-136
09-0717 08/31/2009 State Building Code Council Fee $4.50 BLD09-136
09-0717 08/31/2009 Technology Fee for Building Permit $9.24 BLD09-136
Payment Check Payment
Method Number Amount
CHECK 5803 $118.06
Total: $118.06
genpmtrreceipts Page 1 of 1
OF PORT TO$
y
u Imo Receipt Number: 09 03717
�WAS
Receipt Date , '08/31/2009 Cashier �SWASSME�R Payer/Payee Name Jensen Developmentt95 ,f
' z 11, Ongmal Fee Amount Fee,-
Permit# Parcel" Fee Description
n = Amount tad Balance
., ,.�' ,z .:�', .:� - w.��•:, .' ,�.' a , , w#,. §,.c.r'.. "fit.,,,,' ,._,.2r„w ,. ,.`at✓.z,I',n..,`... ,'ems_- cfi.?�,
BLD09-136 949817101 Plan Review Fee $300.27 $300.27 $0.00
BLD09-136 949817101 PLAN REVIEW REFUND 150 $150.00 $150.00 $0.00
BLD09-136 949817101 State Building Code Council Fee $4.50 $4.50 $0.00
BLD09-136 949817101 Technology Fee for Building Permit $9.24 $9.24 $0.00
BLD09-136 949817101 Building Permit Fee $461.95 $461.95 $0.00
BLD09-136 949817101 Record Retention Fee for Building Per $10.00 $10.00 $0.00
Total: $935.96
Prevrous Pa ,menf Flisto � �
Receipt#µ Receipt�Date" Fee�Des�cription Amount Paid° " PSHIP
ermit
09-0536 07/14/2009 PLAN REVIEW DEPOSIT 150 $150.00 BLD09-136
Payment Check , M Paymerit
Method e '; Amount
CHECK 5769 $935.96
Total: $935.96
genpmtrreceipts Page 1 of 1
OF QORT TOE
y�o Receipt Number: 09 0536
,t�4 €_:_, `- .�s-°�<Lsza ,
Rece�ptsDate 07/14/2009 Cashier STRONE PayerlPayee Name #. ig—KAH TAI MEDICAL INVESTORS LLC
sivL '`t* iY-r i:w;.�,s.,.fi�t,� �
�� 'jUjp FeeAmount Fee
Permtt#` Parcel Fee Descnptton �Amoun � y Paid , Balance
BLD09-136 949817101 PLAN REVIEW DEPOSIT 150 $150.00 $150.00 $0.00
Total: $150.00
� ��� � Prevrous Payment FI►story ,�� �� "� ' tag � �'fT� ����
Receipt# zReceipt Dates Fee DescnptionY Amount Patd Penntt#
Payment Check Rayment
Method � 2, Number t
CHECK 13940 $ 150.00
Total: $150.00
genpmtrreceipts Page 1 of 1
Ci of Port Townsend Development Services Department
� Sc-1 i0k) Notice
PERMIT NUMBER ® 7 — 13
OWNER JOB LOCATION 11
4f 7 ' `
Inspection of this structure has found the following vimGkdja@A;..
K(_
Of,24
v
You are hereby notified that no more work shall be done upon these premises until
the above violations are corrected, unless noted otherwise. When corrections have
been made, call for inspection. �
Date LZO 1(0 Inspector \ e MC f
DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294
THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE
City of Port Townsend Development Services Department
MS c i�c� C ecb"vn Notice
PERMIT NUMBER 8 t,
OWNER j p
JOB LOCATION
Inspection of this structure has found the following violations;
r
EA1
A
You are hereby notified that no more work shall be done upon these premises until
the above violations are corrected, unless noted otherwise. When corrections have
been made, call for inspection.
Date 0 18 Wit?) O Inspector
DSD Main Office (360) 379-5095 INSPECTION REQUEST (360) 385-2294
THIS NOTICE MUST BE KEPT WITH APPROVED PLANS ON SITE
O�QORTT CONSTRUCTION PROGRESS RECORD
CITY OF PORT TOWNSEND
Development Services Department
250 Madison Street, 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.
f
PARCEL NO. 988802208 PERMIT NO. BLD09-137 ISSUED DATE 07/23/2009 EXPIRATION DATE 01/19/2010
ADDRESS 1142 ADAMS ST CONSTRUCTION TYPE OCCUPANT LOAD
OWNER RANDALL JEFF PROJECT DESCRIPTION ADD GARAGE&STUDIO
CONTRACTOR QED BUILDERS LENDER
INSPECTION INSP SATE COMMENT INSPECTION INSP SATE COMMENT
TESC MISCELLANEOUS
SETBACKS SURVEY PIN FINAL BUILDING ICIL 2 /D
FOOTING o fE-k cs�kv(,)(J Icil l Q D
FOUNDATION WALL
FOUNDATION DRAIN
SLAB
FLOOR FRAMING
FRAMING ,/
PLUMBING ICv 1 1-2 ROMV'�)/k)b L-F-A 7E'S r W l 1�l SS
MECHANICAL fzTz,� �il) �i.W' � • l'
c►o�- �v K�.
PLUMBING WTR PIPIN
�b �r2r�
SHEAR WALL N241
INSULATION v J
GWB F1 47 i0!2l
ROOF NAILING
TO REQUEST AN INSPECTION CALL(360)385-2294.
INSPECTION REQUESTS MUST BE RECEIVED PRIOR TO 3:00 PM FOR NEXT DAY INSPECTION.
�o�poRrTo�y� CITY OF PORT TOWNSEND
�v DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
was CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU
WANT THE INNSPECTION. FOR MONDAY INSPECTION,CALL BY 3:OOPM FRIDAY.
DATE OF INSPECTION: a 6 9 PERMIT NUMBER: hh' 0a
SITE ADDRESS: It
CONTACT PERSON: PHONE:
TYPE OF INSPECTION: Gu
_ ❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED
CORRECTIONS
Ok to proceed. Corrections will be Call for re-inspection before
checked at next inspection proceeding.
Inspector L\ 17`1 , �� Date Q
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.
o�QOHrTO ys 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
WANT THE NS,^P.IlECTION. FOR MONDAY INSPECTION,CALL BY 3:OOPM FfRIDAY.
DATE OF INSPECTION: V PERMIT NUMBER:
SITE ADDRESS: / ��� G� 5 4s ( I
CONTACT PERSON: ) PHONE:
TYPE OF INSPECTION:
LL �4T/C_ (r 1?-_ S S :boo
QK
0 0 (�AQ-A G Z P-k��A SE4 QJ:�I I k) (JA
----------------
❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED
CORRECTIONS
- Ok to proceed. Corrections will be Call for re-inspection before
checked at next inspection proceeding.
Inspector jC • G t �l Date k�Lo�
i
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
CITY OF PORT TOWNSEND
o DEVELOPMENT SERVICES DEPARTMENT
-,'` L= INSPECTION REPORT
9� -
�WA 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: 12q d PERMIT NUMBER: a�� 3�
SITE ADDRESS: IN Z- A 4iw►(2s
CONTACT PERSON: PHONE:TYPE OF INSPECTION: 1 �C Ak)(O` C_
AL�_\ �
aa SO
c�
❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED
CORRECTIONS
Ok to proceed. Correctio will be Call for re-inspection before
_checked at next inspection prrooceeding.
Inspector '-C4/'7WLO - Date < 2CI b
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.
QoarTo�y� CITY OF PORT TOWNSEND
�o DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
WAs CALL THE INSPECTION LINE AT 360-385-2294 BY 3:OOpm THE DAY BEFORE YOU
WANT THE INSPECTION. FOR MONDAY INSPECTION,CALL BYQ3:OOPM/FRI`DDAY.
DATE OF INSPECTION: //o c PERMIT NUMBER:
SITE ADDRESS: / IL Z— A�slq--0,1S
CONTACT PERSON: PHONE:
TYPE OF INSPECTION: ' j uQ__ ►r
Gadu
7 ouk
❑ APPROVED ❑ APPROVED WITH ❑ NOT APPROVED
CORRECTIONS
Ok to proceed. Corrections will be Call for re-inspection before
checked at next inspection proceeding.
Inspector � f �
�-- Date 1
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.
vnivw� .i ✓ vi i iv�ivv�.. i iwvr i vi. .��i i v .n i���i i �i i f� i � �-- �` � — `.� - ISGRLE.H� �t1UWIVlI
T
PROJECT DESCRIPTION:
• NEW 2 GAR GARAGE WITH ATTACHED OFFICE/CUE5T ROOM. \\\ J /Iy/ 5665 A-
✓ rte^ r, rry ln.
' • NEW CONCRETE DRIVEWAYLu
QRICHARD
51TE ADDRESS:1142 ADAMS STREET STACKED STONEPORT TOWN5END, WA g8368 RETAINING WALL ROOSEVELT STREET C. N. nrp w mLE55 THAN 30"
OF WASHIPIGTON Q a o
OWNER ADDRESS: w
1142 ADAMS STREET I 10' z m
PORT TOWN5END, WA g5365 q ,J ZLn t
360-319-2651 5' P R LINE o m•°o
qp
B SITE v ~o
CONTRACTOR: -- I -- --\ % iit0.01' --— b q Mq C �O F OL tL
QED BUILDERS \ �% fLZ ST
360-301-2502II y�
i /
ZONING: R-II L i � �� ,
LEGAL DESCRIPTION: 4 ,� PORCH Q�� o ' QGy
di HATCH DENOTES ,�
PLUMMER'5 ADDITION EXISTING 135-10
BLOCK 22,LOT II ASPHALT APRONS � PORCH
TAX PARCEL #: 155502205 I o RE51DENGE I 65' 8-
5EWER
GOOE5: 2 Lo 0 41 4j, p�� 0L l�
2006 IRC, 2006 W5EG 8 VIAQ 1Lu
NEW GONG.
LOT COVERAGE: 50. FT. - - - __ _ DRIVEWAY
LOT AREA q,351
EX15TINC7 BUILDING FOOTPRINT 1,04 TRENCH DRAIN � DECK 2FENCE
PROPOSED GARAGE/STUDIO 5'-p
FOOTPRINT q12 ~ REF. ELEV 0 r ---------�-- ----- iD5 ^i� I-
i 7r—
TOTAL LOT COVERAGE 2,0gb ` , _ tsl NORTH
% LOT COVERAGE 21.3% NEW i NEW i ? -O" o
i TELEPHON aQ1y_�I r 2 GAR 5TD10 u� o ! �� PROPERTY LINE
% ALLOWABLE COVERAGE 35% Q l- alV i DRY u I O
o IS R , I GARAGE , 336 5F , �, I dJ
IMPERVIOUS AREA: SQ. FT. SET BACK LINE O
oVERHAN 1 576 5F F-- ",ATrH5A m
EXISTING ROOFPRINT 1,300 i I ��— i I.
——— --_" '
UT
EXISTING DEGK5 I$ PORCHES 453 j.� -;� a���+ _2 -_-__-___ __-- �'D5 U `� J w
EXISTING GRAVEL WALKWAY5 463 Nl I�Q/ L�r�ri,✓, Q- -- - - —- '- —--—--— -� �F. LEV. = O O
EXISTING TOTAL 2246 y� L�P 0 ��,��, ,5 ' O INDEX TO DRAWINGS � p
PROPOSED GARAGE/STUDIO I 5-O. 64-0 AID 51TE PLAN # PROJECT INFORMATION W ® x Z
ROOFPRINT 1,107 �' �` A2.0 MAIN FLOOR PLAN v Z < Lu
FL
PROPOSED DRIVEWAY '710 WA5HINGTON STATE ENERGY CODE 2006 A3.0 FOUNDATION 8 FRAMING PLAN 4
TOTAL PROP05ED I SI7 PRESCRIPTIVE OPTION V: A3.1 ROOF FRAMING PLAN NORTH O
O 0/
TOTAL IMPERVIOUS AREA 4,063 WINDOW5 SHALL HAVE MIN. U=0.35 �I A4.0 CONSTRUCTION SECTIONS LL d
% IMPERVIOUS AREA 45.5% CEILING 4 FLOOR INSULATION = R-50 5IT E FLAT `► A4.1 CONSTRUCTION SECTIONS 0 _
WALL5 = R-21 , A4.2 CONSTRUCTION SECTIONS
5GALE: 1 = 20 A5.0 EAST $ NORTH ELEVATIONS Q D-
A5.1 WE5T 8 SOUTH ELEVATIONS l�
A6.0 MAIN FLOOR ELECTRICAL PLAN
NOTE TO OWNER5,CONTRACTORS AND BUILDING OFFICIALS:
I. THESE PLANS ARE INTENDED TO CONTAIN ALL INFORMATION REQUIRED TO DEMONSTRATE COMPLIANCE WITH APPLICABLE BUILDING AND ZONING CODES. IN CASE OF ANY INFORMATION THAT SHEET:
APPEARS TO BE LACKING, PLEASE CONTACT THE ARCHITECT IMMEDIATELY.
2. THESE PLANS CONTAIN THE MAJORITY OF THE INFORMATION REQUIRED TO BUILD THE STRUCTURE SHOWN ON THE PLANS. HOWEVER, IT 15 NOT P0551BLE TO ANTICIPATE EVERY PIECE OF INFORMATION
NEEDED FOR CONSTRUCTION. THE ARCHITECTS HAVE MADE A GOOD FAITH EFFORT TO STRIKE A REASONABLE BALANCE BETWEEN PROVISION OF INFORMATION AND COST OF THE PLANS. THE PLANS
1 .0
WILL INEVITABLY CONTAIN MINOR DISCREPANCIES AND AREAS LACKING IN SPECIFIC INFORMATION. DURING THE COURSE OF CONSTRUCTION, AS THESE AREAS EMERGE,THEY WILL REQUIRE ATTENTION1
AND RESOLUTION. THE BEST RESOLUTION OF ISSUES OF TH15 TYPE 15 M05T OFTEN ACHIEVED THROUGH A JOINT DECISION MAKING PROGE55.ANVOLVING THE OWNER5, ARCHITECT AND CONTRAGTOR(5). �� ,(�•�
4 LUO9
FLE COPY CITY OF PDDRT SD OWNStND
• T ,--i 2 N O 5665
BRACED
ARCHITECT p_
psi
WALL
RICHA.RD C.
LINE �
STATE OF WASHIIVCTON =
4'-6" � �'-6" °
4 o IL 20 GFM o o
IS/0 x &0 `n FWALL PORT °j m°'
OVER HEAD I >_u o r
A � GARAGE DOOR o o m a
' !Y K3m0�
2 ENTRY I < m v
cn 3/0 x 6/8 �GWATER �� 3/0 x 6/8 W a 0
u, AL LITE PROOF I FULMT TILE O
L 51MP50N PHD2 2/6 x 5/6
2/bOA MEMBRANE I HOLD DOWN TYP. DBL HUNG
4/6 GARAGE PHD2 �
DBL HUNG CONCRETE SLAB, - _
SMOOTH FINISH ELECTRIC F&ESH _
SUBPANEL 0R vea-wo W k�tbOWS Jl
OL
5/5" TYPE 'X' r,PMM BOARD
OVER 7/8" 05B SHEATHING THIS COUNTER @ 36" OFFICE / 2/6OE 5/6
51DE ONLY. THIS WALL TO EXTEND
UP THROUGH ATTIlG TO BOTTOM F CABINET BELOW GUEST ROOM
DBL HUNG 1LL
OF ROOF 5HEATHIN5. SEE I/14.0 CARPET o
A4.0 m A4.0
LATERAL LOAD DE51ON I -�
CONTINUOUS BRACED WALL PANEL SYSTEM PER v5,0 �„F BENCH m IS"
STORAGE 2-6 0
2006 IRG R602.10.5 FRAMED AND
CONTINUOUSLY SHEATHED IN ACCORDANCE WITH G O BELOW PHD2
IRG Rb02.10.5 (8D COMMON NAILS ® 6" EDGES, EXHAUST FAN 21/5 x bl& m
I2" FIELD) CORNER FRAMING TO COMPLY W/ - ` 5OLOTUBE Op j W
FIGURE R602.10.5. TILE CABINET ABOVE Lu Lu
a� (2) 2/6 x 3/6 =) —A W Q
AMOUNT OF BRAGED WALL @ EAGH � - R.,a PA F CABINET BELOW MULLED c Qn
p
HALL LINE: S-mAr A-r oneg, Pcst> u' C� w
(BRACED WALL LENGTH REG O = 25% OF TOTAL �W HW i L _ 5'-0" N L Q x
WALL LENGTH) O
(A) REO'D: 25% X 55' = q'-6° •
PROVIDED: 15'-0" w O
OB PH 2
REOV; 25% X 3V _ �'-6" O 36"Z(b" SHOWER PAN 0 D
PROVIDED: 33'-O" 2/6 x 4/6 2/6 x 3/6 O
DBL HUNG DBL HUNG Q
lO REO D: 25% X 24 = 6-0 5-3 IS-q I 3-0 -+ 1 8-7 2 5 Iv
PROVIDED: 21-b I I 38'-0"
20 REO'D: 25% X 24' = 6-0" 1
PROVIDED: 20'-0" VERIFY W/ SHEET:
3O REOV: 25% X 24' = 6-0" RBREWED FOR CODE SHOWER PAN N NORTH
PROVIDED: 12'-0" COMP p�, ICE MANUFACTURER ,�
l�tfU`i1!!v a a 10 AL PLAN A2 .0
SCALE: I/4 - I-0
11
PERT RT L b
LA
coWbrwcff
UENEAAED LOU CODE
N 5665
REGISTERED v
HlTECT OL
( � V
RICHARD C. N. F'r^ H o
STATE QF WASHINGMN =
24'-0"
10
5LAB.15 ABOVE 5TEM WALL De IT
- - -- -- -- -- --- --- -- ---- LL O�A is
T.O. GONG. SLAB AT LOWEST POINT
— REF ELEV -0'-3" — — — — —
LINE OF STEM WALL BELOW 55TB lb T.O. SllB FLOOR, TYP.
55TB Ib ANCHOR BOLT
REF ELEV: + 0'-2 3/4" FOR PHD2 HOLOOWN. Z
o LINE OF FOOTING BELOW I < Z
w —
CIL
NOTE:
ACCEPTABLE SUBSTITUTE
3" 3" FOR 55TB Ib BOLT:
5/8" STUD, 5/4" X 10" LL
LU
j FI II -Ile, I-JOISTS ® Ib" O.G. DEEP HOLE SET STUD W/ �
CONCRETE SLAB HANG JOISTS IN51DE STEM WALL
SMOOTH FINISH ' SIMPSON "SET" EPDXY.
4-41 — — 1
q I A4.0
z
o 0 2XI2I P.T. LEDGER TYP.
LL
T_0. GONG: CURB, TYP. — I 55TB Ib W
REF ELEV 0 Lu Q
K
< � p
T.O. GONG. SLAB AT HIGHEST POINT Cl
� Z
— REF ELEV o'-0" — — — — —
LL < 4K
o
0 � 1--
L T.O_GONG_GURB, TYP._ < O
REF ELEV: O-O
5575 Ib 4 IL
I NORTH SHEET:
N � FOUNDATION PLAN
Q ,. SCALE: I/4" = I'-O" A5 .0
,-I N
5665
T�ARCMTECT
ERED
HEADER ABOVE GARAGE DOOR: v
OF #2 (3) 2XI2 OR HEADER OVER ENTRY WAY: RICHARD C. t`l o
VER5ALAM 5100 I.'15 XI1.25 OF #2 4X6 STATE of WASHINGTON
IQ
Q Mo
A2
6
w I n C
O�m`fl®
OVER-FRAMING AT TYP. HEADER OVER HINDOH: r a
HATOHEID AREA OF #2 4X6
Z
pRo�tDE TRU C
AT FR�MtKG tNS ON — �
NOTE: TH15 WALL TO
/EXTEND UP THROUGH
ATTIC TO BOTTOM
�OF ROOF 5HEATHING
5EE I/A4.0 i
LL
ry 1 LL
1
— — — - — — — — — — — —
A4.0 W A4.0
o Q)
PRE-ENGINEERED ROOF TRU55E5 ® 24" O.G. W
i v w
1 LL < Qz
o
O
1
SHEET:
N NORTH
ROOF FRAM I N5 FLAN A5 .
,. 50ALE: 1/4 = I-0
I5GALE: 1/"+ = r-U II
5665
REGISTERED p-
ARCHITcCT
v
RIC . D C. tJ Rr^- o
= v.
STATE OF WASHINMN k m
Q dJ o
w tr`
(Y w- �6
LU �
ED
14'-0" 24'-0" Q O m
4X5 BLOCKING AT EACH �_o oQ12
HANGER LOCATION � ��`L`
ROOF CONSTRUCTION
=veWu.PcTi0V4 a 3 ROOFING TO MATCH EXISTING HOUSE
ROOFING FELT AS 5PEC'D BY MFGR
7/Ib" 05B SHEATHING Z
CEDAR 2x4 PRE-ENGINEERED TRU55E5 0 24" O.G.
5HIN6LE5 ON BA TT IN5ULAT]ON R-38 ,I-6
GABLE END f� 2X4 BIRD BLOCKING 0
5/4 x 6 FRIEZE BOARD LU
T.O. TOP PLATE, TYR. M6�
REF ELEV q'-O° _ _ _ _ 5/4 x 6 FASCIA BOARD �
OFFICE/GUEST ROOM WALL TRU55IMP5 H N&ERTHOG 5AT TYPE
I I'-6" GARAGE EXTERIOR WALL
TRU55 HANGERS ATTACH Z
CONSTRUCTION THROUGH 5/5" TYPE 'X' G.W.B. CONSTRUCTION
HARDIEPANEL SIDING W/BATTENS 5/5" TYPE 'X' GYPSUM BOARD HARDIEPANEL 51DINO W/BATTENS C)
15-LB BUILDING PAPER,TYP. 15-LB BUILDING PAPER,TYP.
OVER 7/5" 05B SHEATHING
1/I6" 05B SHEATHING 1 GARAGE FLOOR CONSTRUCTION _ l/Ib" 05B SHEATHING
2Xb 5TUD5 0 24" O.G. STUDIO FLOOR CONSTRUCTION TH15 SIDE ONLY. 4" GONG. SLAB W/ #3 BARS 0 2X6 5TUD5 0 24" O.G.
BATT INSULATION R-21 FINISH FLOOR 24" O.G. EACH WAY
5/5" GWB W/ LOW-PERM. PRIMER - 3/4" PLYWOOD 5UBFLOOR b MIL. POLYETHYLENE VAPOR BARRIER 5/5" X 10" ANCHOR BOLTS
II-1/5 I-JOISTS 0 16 O.G. 4" SAND OR PEA.GRAVEL OVER W/b" MIN. EMBEDMENT 0
T.O. SUB FLOOR, TYP. GATT INSULATION R-30 MIN. COMPACTED FILL 4'-0" O.G. IN/3" X 3" X 1/4"
REF ELEV 0'-2 1/4" — — — CURB
1 , WASHER, TYP.
2XI2 PT LEDGER BEYOND O
T.O. GONG. CURB, TYP. _ _ _ J 2Xb P.T. SILL PLATE, W/51LL SEAL
REF ELEV: 0'-0' ,. , 6" GONG. FOUNDATION WALL ~ �
~ W
EXISTING D ® tLU o#4 5AR5
LJ
GRADE CRAWL VERTICAL A
SPACE I '° AND #4 0 lb" O.G.
G I HORIZ., WATERPROOF
FREE DRAININ
GRANULAR BAGKFILL 2X12 PT 2X6 STUD TREATMENT 0 OUTSIDE FACE kD Q
TIGHTLINE FOR GUTTER 6 MIL. POLYETHYLENE VAPOR LEDGER ( v LU
5TORMWATER RUN OFF BARRIER OVER COMPACTED kD
OR 3/4" PLYWOOD SUB FLOOR I \ I/2" J-BOLTS 0 16" O.G., IL p z
4" O.D. PERF. DRAIN PIPE UNDISTURBED 501E I STAGGER TOP/BOTTOM
12 WIDE X b DEEP GONG. FOOTING
W/FILTER FABRIC WRAP W/2 CONT. #4 BARS 3" FROM CA
Lu -t OO
NOTE: BOTH TO DRAIN TO DRYWELL. 7/I6" OSB SHEATHING a �
BOTTOM OF FOOTING Iv =
u �PT 2X6 SILL PLATE OL
W/SILL SEAL II
I
PT 2XI2 LEDGER �-
�U R E3 DETAIL E3U- ILDIN5 SECTION SHEET:
2
SCALE: I" I'-0" I 5GALE: 1/4" = 1'-0" A4 .0
=
I5GAL.E:I/
Lp
V
Q-
r—
_v
E
NN Q
Q d�p s
LL/ Lu
LLI
CD Qm��
Q inw�m�
yDef �OpQs
t LL�
CEDAR
5HINOLE5 ON
GABLE END
PLATE,
REF ELEV: 9 0 TYP_ — — - Ll 11 I �
6ARAGE EXTERIOR WALL Z
CONSTRUCTION
HARDIEPANEL SIDING W/ BATTENS
15-L5 BUILDING PAPER, TYP.
#3 BAR5 ®
4" GONG. SLAB W - 1/I6" 055 SHEATHING
2X6 STUDS 624" O.G.
24" O.G. EACH WAY OVER �
6 MIL. POLYETHYLENE VAPOR BARRIER 5/8" X 10" ANCHOR BOLTS
EX15TINO GRADE 4" SAND OR PEA GRAVEL OVER W/6" MIN. EMBEDMENT
COMPACTED FILL 4'-0" O.G. W 3" X 3" X I/4"
— _ T.O. GONG. CURB, TYP. ( WASHER, TYP.
- - - - - - _ J_ _ _ _ _ URB C
R€F-ELEY_0'-0" F BEYOND SLOPE 1/8" PER FOOT 2X6 P.T. SILL PLATE, W/SILL SEAL
— — — — 6" CONC., FOUNDATION WALL cn
W# B5 N 244"" O.G. Lu
u — — — — — — — —
__ _ VERTICALA D ® I6" O.G. W W
NEW CONCRETE ' — — — — — — _ HORIZ.,WATERPROOF � � 4
kD
DRIVEWAY, SLOPE - — — TREATMENT ® OUTSIDE FACE tf
TOWARDS TRENCH DRAIN. — — — Lu � zf>
12" WIDE X 6" DEEP GONG. FOOTIN6 E: X p Z
W/2 CONT. #4 5AR5 3" FROM IL_ < Q
BOTTOM OF FOOTING 0 w-LLf ( OO
Q �
U
5 U L D I N G S E(� CN SHEET:
5GALE: 1/4" = 1'-0" A4 .
I5GALE: 1/"+
5665 v
REGISTERED
R ITECT v
` E
_ o
-= N
RICHAJZ C. N. SFRG v
dZi
STATE OF WASHINGTON Q Q1 o
v
EY w C rn
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EXISTING GRADE
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PERMIT ACTIVITY LOG
�
PERMIT # L_D— O9- 13 !.y DATE RECEIVED
SCOPE OF WORK:
DATE ACTION INITIALS
ENTERED INTO CHET
CHECKED FOR COMPLETENESS
' ,D ��•3X c�lr 1 �1 `�V ��
Zoning:
Setbacks OK? SEE LQ PC) - 03 %; 2-2 —
Lot Size: p l
Building Size: /
Lot Coverage: QK �{-
FAR OK?
Height OK?
Parkin OK?
Critical Area?
Demo?
Historic Rev?
Notice to Title?
Lots of Record?
9 I'll RTT BUILDING PERMIT
_ City of Port Townsend
Development Services Department
�W
250 Madison Street,Suite 3,Port Townsend,WA 98368
(360)379-5095
Project Information Permit# BLD09-137
Permit Type Residential -Addition/Remodel Project Name ADD GARAGE/STUDIO
Site Address 1142 ADAMS ST Parcel# 988802208
Project Description
ADD GARAGE& STUDIO
Names Associated with this Project License
Type Name Contact Phone# Type License# Exp Date
Applicant Randall Jeff
Owner Randall Jeff
Contractor Qed Builders Duke (360)385-5743 CITY 646 12/31/2009
Rhoades/Carlos
Quintana
Contractor Qed Builders Duke (360)385-5743 STATE QEDBUL*043I 09/14/2010
Rhoades/Carlos
Quintana
Fee Information Project Details
Project Valuation $46,394.40 Dwellings-Type V Wood Frame 336 SQFT
Plan Review Fee 398.74 Private Garages-Wood Frame 576 SQFT
PLAN REVIEW DEPOSIT 50 50.00 Units: Heat Type:
PLAN REVIEW REFUND 50 -50.00 Bedrooms: Construction Type:
Building Permit Fee 613.45 Bathrooms: Occupancy Type:
State Building Code Council Fee 4.50
Technology Fee for Building Permit 12.27
Record Retention Fee for Building 10.00
Permit
Total Fees $ 1,038.96
***SEE ATTACHED CONDITIONS ***
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 knowledge. I further certify
that I am the owner;f th opertAor authorized ag nt of the owner.
Print Name kv j(tl � Date Issued: 07/23/2009
Signature Issued By: SWASSMER
Date p•
Date Expires: 01/19/2010
�, - �3 � G tj
O�VoRTTpky BUILDING PERMIT
City of Port Townsend
Development Services Department
°kw
250 Madison Street,Suite 3,Port Townsend,WA 98368
(360)379-5095
Project Information Permit# BLD09-137
Permit Type Residential-Addition/Remodel Project Name ADD GARAGE/STUDIO
Site Address 1142 ADAMS ST Parcel# 988802208
Project Description
ADD GARAGE& STUDIO
Conditions
10. Property corner survey pins must be located at time of footing inspection to verify setbacks.
20. 20%reduction in the front setback of 10 feet approved through Minor Variance LUP09-039 issued July 22, 2009.
Therefore,an 8 foot setback from Adams Street is allowed.
Call 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
The granting of this permit shall not be construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify
that the information provided as a part of the 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.
Print Name
Date Issued: 07/23/2009
Issued By: SWASSMER
Signature Date Date Expires: 01/19/2010
Development Services
of Qoer 250>Madison Street Swte 3`
Port Townsend WA 98368
Ph one:
'360-379*5095
Fax: .36Q 34.4 4619
WASP wwlM/cityofpt.us
Residential Building Permit Application
Project Address: n � � Legal Description (or Tax#): Office Use Only
1`-llX0.tS SG, Addition: t0�u rn.n 2rs
/I
Permit#BLD09 7J
Zoning: 2 - 1Z Block: 9X0,-,/c Ass.ociated Per
Parcet # 9 3$ `d o `oZ0 Lot(s): l I C`tl>P 9- b 3 9
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:
Property Owner/Applicant: Lender information must be provided for projects
Name: 3C, -4 Slce,((�j �cLt1�2 �� over$5,000 in valuation per RCW 19.27.095.
Address: CL 'IS S�, Name: /0 L�,1LQpr-
City/St/Zip: IQ&--t'- �n Se�cQ 1 � °l 1�3��Phone: 360- Project Valuation: $ f��s�j,0 U o
Email:_ GDa 1A)�r LLr.�E �ra�iv Cpw, Building Information (square feet):
1"floor I �� ) Garage:
2"d floor Deck(s):
Contact/Representative:
J
3`d-flo or Porch (es):�I
Basement is it finished? Yes No
Address: I I L�<r--- - , III
Carport: Other:
City/St/Zip: III n Manru�factured Home ❑ ADU Elu 'JULi 4 ;0Q9
Phone: I ;New Addition ❑ Remodel/Repair❑
Email: I L -Y r p„pT TI SEND-- Heat Type: Electric Heat Pump
� - .- .DW
L DSD Othe
Contractor: o Same as Owne �� Total Lot Coverage (Building Footprint):*
Name: E c_ - Square feet,-)O'?�' _ % 1-
Address: Grx SS S�, Impervious Surface:* 6�O
City/St/Zip: ��c- �y,,�,�5�„� �3�� Square feet: 'Y *Total existing&proposed
Phone:.(O ~30/
What year was the structure built?ac0w-20�,3
Email:
If work includes demolition, see Page 2.
State License#:_Lw-Q.gu L, Exp: (() Any known wetlands on the property? Y
City Business License #: 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 activities associated with this permit will be in accordance with State Laws and the Port Townsend Municipal Code.
Print Name: � C
Signature: Date: � � � �- o
Page 1 of 2 - 5/14/2009
RESIDENTIAL BUILDING PERMIT APr iCATION
CHECKLIST
This checklist is for new dwellings, additions, remodels, and garages.
❑ Residential permit application.
❑Washington State Energy &Ventilation Code forms
❑Two (2) sets of plans with North arrow and scaled, no smaller than %4" = 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
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
❑ If architecturally designed, one set of plans must have an original signature
❑ If engineered, one set of plans must have one original signature
C 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 - 5/14/2009
•
O� WSEC Residential Construction Checklist
?ORT Tod City of Port Townsend
Development Services Department
�0 250 Madison Street, Suite 3
Port Townsend, WA 98368
(360)379-5095 Fax: (360)344-4619
4rK,
Washington State Energy Code (WSEC)
2006 Residential Construction Checklist
Complete this form in addition to WSEC prescriptive compliance form. Please answer the
following questions:
TYPE OF PROJECT:
New construction, or addition over 750 square feet
Must meet whole house and spot ventilation requirements, and show full WSEC compliance as
a stand-alone project. A detached, habitable structure such as an Accessory Dwelling Unit
regardless of size must also meet these requirements.
House addition under 750 square feet
Possible trade-offs are allowed with the existing building for WSEC compliance, such as
increasing ceiling insulation. See WSEC component performance forms.
NOTE. A House addition less than 500 sq.ft. does not require whole house ventilation.
Spot ventilation is still required.
TYPE OF HEATING— Please check all that apply:
Eleic
,16'Wall Heater (--A Baseboard �_J Forced Air Furnace �_'s Radiant Floor(Boiler) Other
Non-Electric:
Propane: i Radiant Floor/Baseboard (Boiler) �_J LPG Stove 'LPG Furnace ' Other LPG
Heat Pump �_'Oil Furnace � Woodstove (can only be used as secondary heat source)
VAPOR RETARDERS:
Vapor retarders shall be installed toward the warm surface as represented below. Select one
option for floors, walls, and appropriate ceilings:
• Floors:
I Plywood with exterior glue
oly plastic (greater than or equal to 4 millimeter thick) _C,[u�
(� Backed batts
e
• Walls:
Poly plastic(greater than or equal to 4 millimeter thick)
tiFace-stapled, backed batts
ow-perm paint [equal
• Ceilings:
Not required where ventilation space averages greater than or o 12 inches above
insulation �! J U 1 1 4 LOG9
Face-stapled, backed batts
I Poly plastic (greater than or equal to 4 millimeter thick)
Low- erm aint CITY OF FORT TOWNSEND
p p o,,o
SEE BACK
PADSD\Forms\Building Forms�Application-Residential Energy Code Cheddist.doc
Paget of 2
WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY(2000 Code):
Type of ventilation used throughout the house: "' HVAC Integrated Option 14aExhaust Option
Whole House Fan for"Exhaust Option":
• In what room is your whole house fan located? G64r-o&4"t—
• What size is the whole house exhaust fan? �_J' 50-75 CFM (1-2 bedroom house)
,440-120 CFM (3 bedroom house)
100-150 CFM (4 bedroom house)
120-180 CFM (5 bedroom house)
Note: the whole house fan shall be readily accessible and controlled by a 24-hour clock timer
with the capability of continuous operation, manual and automatic control. At the time of final
inspection, the automatic control timer shall be set to operate the whole house fan for at least 8
hours a day, and have a sone rating at 1.5 or less measured at 0.10 inches water gauge.
Spot Ventilation:
Source specific exhaust ventilation is required in each kitchen, bathroom, water closet, laundry
room, indoor swimming pool, spa and other rooms where excess water vapor or cooking odor is
produced. Bathrooms, laundries or similar rooms require fans with a minimum 50 cfm rating at
0.25 inches water gauge; kitchens shall have a fan with a minimum 100 cfm rating at 0.25 inches
water gauge.
Outdoor Air Inlets:
Outdoor air shall be distributed to each habitable room by means such as individual inlets,
separate duct systems, or a forced-air system. Habitable rooms include all bedrooms, living and
dining rooms but not kitchens, bathrooms or utility rooms. Where outdoor air supplies are
separated from exhaust points by doors, undercutting doors a minimum of /z inch above the
surface of the finish floor covering, distribution ducts, installation or grilles, transoms or similar
means where permitted by the Uniform Building Code. When the system provides ventilation
through a dedicated opening, such as a window or through-wall vent, these openings must:
• Have controlled and secure openings
• Be sleeved or otherwise designed so as not to compromise the thermal properties of the wall or
window in which they are placed.
• Provide not less than 4 square inches of net free area of opening for each habitable space.
What type of fresh air inlet will be installed? (See figure below)
u mdow Ports
a Wall Ports
t.
PADSDTorms\Building Forms\Application-Residential Energy Code Chedclist.doc
Page 2 of 2
TABLE 6-1
PRESCRIPTIVE REQUIREMENTS" FOR GROUP R OCCUPANCY
CLIMATE ZONE 1
Glazing Glazing U-Factor Wall" Wall- Wall* Slab
Option Area10: Door 9 Ceilingz Vaulted Above int ext Floors on
%of Floor Vertical Overhead" U-Factor Ceiling Grade Below Below Grade
Grade Grade
I. 10% 0.32 0.58 0.20 R-38 R-30 R15 R-15 R-10 R-30 R-10
II.* 15% 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10
Ill. 25% 0.40 0.58 0.20 R-38/ R-30/ R-21 / R-15 R-10 R-30/ R-10
Group R-1 U=0.031 U=0.034 U=0.057 U=0.02
and R-2 9
Occupand
es Only
IV. Unlimited 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-10 R-30 R-10
Group R-3
and R-4
Occupand
es Only
V.• Unlimited 0.35 0.58 0.20 R-38/ R-30/ R-21 ! R-15 R-10 R-30/ R-10
Group R-1 U=0.031 U=0.034 U=0.057 U=0.02
and R-2 9
Occupanci
es Only
Reference Case
0. Nominal R-values are for wood frame assemblies only or assemblies built in accordance with Section 601.1.
1. Minimum requirements for each option listed. For example,if a proposed design has a glazing ratio to the conditioned floor
area of 13%,it shall comply with all of the requirements of the 15%glazing option(or higher). Proposed designs which cannot
meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code.
2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings complying with note 3. 'Adv'denotes
Advanced Framed Ceiling.
3. Requirement applicable only to single rafter or joist vaulted ceilings where both(a)the distance between the top of the
ceiling and the underside of the roof sheathing is less than 12 inches and(b)there is a minimum 1-inch vented airspace above the.
insulation.Other single rafter or joist vaulted ceilings shall comply with the"ceiling'requirements.This option is limited to 500
square feet of ceiling area for any one dwelling unit.
4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10,or on the interior to the same level as
walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material,manufactured for its
intended use,and installed according to the manufacturer's specifications. See Section 602.2.
5. Floors over crawl spaces or exposed to ambient air conditions.
6. Required slab perimeter insulation shall be a water resistant material,manufactured for its intended use,and installed
according to manufacturers specifications. See Section 602.4.
7. Int.denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation.
8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing.
9. Doors, including all fire doors,shall be assigned default U-factors from Table 10-6C. _ _--
10. Where a maximum glazing area is listed,the total glazing area(combined Pert teal plt V7,us�o�verh_ead)�as a percenttiof gross
conditioned floor area shall be less than or equal to that value. Overhead glazi g'wwith_U-factor-of[7-0. 0 or Less}ii not,included
in glazing area limitations.
I
0 t
11. Overhead glazing shall have U-factors determined in accordance with NFR!u�l(IOu`r as�pecifiedtin Section 5 . .5.
12. Log and solid timber walls with a minimum average thickness of 3.5'are exempt from this insulation requ' ent.
t UI p URT TO NSEND
• DSD
Q pORT TOY
City of Port Townsend
Development Services Department
250 Madison Street Suite 3,Port Townsend.WA 98368
(360)379-5095 FAX (360)344-4619c�yyA
Findings, Conclusions and Decision of the Director
DATE: July 22, 2009
SUBJECT: Minor Variance Application LUP09-039
Jeff Randall and Shelly Randall
After respectful consideration of the above referenced application, the Port Townsend Director
of Development Services hereby adopts the following Findings, Conclusions and Decision.
Findings of Fact
1. On May 28, 2009 Jeff Randall submitted a variance application in order to build a single-
story two car garage with attached office bedroom on his property at 1142 Adams Street.
The property is located in the R-11 zoning district. The proposed garage would extend
two feet into the R-II zone minimum 10-foot side setback. A minor variance may permit
up to a 20% reduction of one setback in the residential zoning districts from the setback
requirements in Port Townsend Municipal Code (PTMC) 17.16.030.
2. The property is described as follows: Lot 11. Block 22 of Plummer's Addition to the City
of Port Townsend, as per plat recorded in Volume 1 of Plats, page 34 records of
Jefferson County Washington, Assessor's parcel number 988-802-208.
3. The property is not mapped as containing critical areas as defined in Title 19.05 of the
Port Townsend Municipal Code.
4. Jeff and Shelly Randall own the property.
5. No prior variance applications have been submitted for the subject property
6. On June 17, 2009 the city provided public notice for the proposed variance through a
legal advertisement in the Jefferson County Leader newspaper, a public notice signboard
placed by the owners on the property, and a mailing to neighboring property owners.
Staff determined that the variance request was minor enough as not to warrant additional
notice. No comments were received in response to publication or posting of the notice.
7. Chapter 17.86 of the Port Townsend Municipal Code (Variances) specifies the criteria for
approval or approval with modifications of an application for a variance from the
provisions of the Title 17 (Zoning). The purpose of the variance process is to provide a
mechanism whereby the city may grant relief from the provisions of Title 17 when it
meets the criteria listed at PTMC 17.86.050. These criteria are included below in italic
with corresponding analysis and conclusions following.
Page 1 of 3
Randall Variance LUP09-039
Conclusions
1_ (PTMC 17.86.050 A) The variance will not constitute a grant of special privilege
inconsistent i+ith the limitation upon uses of other properties in the vicinity and zoning
district in which the subject property is located. A number of properties in close
proximity to Randall property contain structures that do not meet current setback
requirements. (See Exhibit A.)
2. (PTMC 17.86.050 B) The variance is necessary because of special circumstances
relating to the size, shape, topography, location or surroundings of the subject property,
to provide it with use rights and privileges permitted to other properties in the vicinity
and in the zoning district in which the subject property is located. Due to the shape and
slope of the lot, no other location or orientation on the property is suitable for the garage
and bedroom/office. Driveway locations were limited by the existing Qwest telephone
box which prevents the facing of the garage entrance toward Adams Street. Due to the
slope of the lot, the garage would not be accessible from Roosevelt Street so the driveway
must be located on Adams Street. From Adams Street, drivers will turn onto the driveway
and then turn approximately 90 degrees to enter into the garage. When exiting the garage
drivers will need to back up and use a 3-point turn to exit onto Adams Street. The exiting
maneuver would be very difficult without the variance and drivers may inadvertently
back into the corner of the existing house. (See Exhibit B.)
3. (PTMC 17.86.050 C) The granting of the variance will not be materially detrimental to
the public welfare or injhrious to the property or improvements in the vicinity and zoning
district in which the subject property is located. Since the Adams Street right-of-way is
wide and the paved road surface is narrow, the new garage structure will be 39 feet from
the edge of the Adams Street pavement. Because of the large distance between the
pavement edge and the proposed garage, the garage will not hinder or be a detriment to
public access to the right-of-%vay. Since many other properties in the area also contain
structures that do not meet current setback requirements the new garage will not appear
out of place.
4. (PTMC 17.86.050 D) The special circumstances of the subject property make the strict
enforcement of the provisions of this title an unnecessary hardship to the property oivner.
Because of the shape and slope of the lot. the location of the existing house, and the
location of a Qwest telephone box, the proposed location of the garage and driveway is
the only location on the property that makes sense. Without the variance, vehicle
maneuvers for exiting the garage would be extremely difficult. The variance will allow
more space for vehicle access and will reduce the chance that someone Will back into the
existing house.
5. (PTMC 17.86.050 E) The special circumstances of the subject property are not the result
of the actions of the applicant. No actions of the applicant affected the shape or slope of
the lot or the location of the Qwest telephone box, which are the main reasons the garage
cannot be located or oriented in any other way.
6. (PTMC 17.86.050 F) The variance is the minimum necessary to fidfill the purpose and
the creed of the applicant. The garage is the minimum size necessary to accommodate the
owners' vehicles. Without the variance, vehicle maneuvers for exiting the driveway
Pate 2 of 3
Randall Variance LUP09-039
would be unnecessarily difficult and a smaller reduction in the setback would not provide
a significant improvement in accessibility of the garage.
7. (PTMC 17.86.050 G) The variance is consistent with the purposes and intent of this Title.
One of the purposes of Title 17 (Zoning) is to "encourage infill and redevelopment of
developed portions of the city in a manner consistent with the prevailing scale and
character of the community" (I 7.04.020.C). The area contains other similar structures to
the proposed garage and the area is already landscape. The garage and bedrooin/office
structure will fit into the neighborhood character and the variance will not cause it to
seem out of place.
8. (PTMC 17.86.050 H) The variance is consistent with the goals and policies of the Port
Townsend Comprehensive Plan. One of the Comprehensive Plan "Land Use Goals and
Policies" is to "encourage well designed infill development through development bonuses
and by allowing innovative lot development." This project is consistent with this intent
and will allow use of the property in a safe and reasonable manner.
Decision
Based on the foregoing Findings and Conclusions, application for Variance LUP09-039 is
hereby APPROVED subject to compliance with the following CONDITIONS:
1. The applicant is to submit a complete building permit application for the garage and \
bedroom/office for approval by the Development Services Department. After the
building pen-nit is issued; the garage and bedroom/office must be built to the current
International Residential Code building standards, and pass a final building inspection.
Z2 ijC,Y
Rick S ler Date
DSD/PI nning Director
Page 3 of 3
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c Receipt Number: 09-0593
Receipt Date: 07/23/2009 Cashier: SWASSMER Payer/Payee Name: RANDALL JEFF
Original Fee Amount Fee
Permit# Parcel Fee Description Amount Paid Balance
BLD09-137 988802208 Plan Review Fee $398.74 $398.74 $0.00
BLD09-137 988802208 PLAN REVIEW REFUND 50 -$50.00 -$50.00 $0.00
BLD09-137 988802208 Building Permit Fee $613.45 $613.45 $0.00
BLD09-137 988802208 State Building Code Council Fee $4.50 $4.50 $0.00
BLD09-137 988802208 Technology Fee for Building Permit $12.27 $12.27 $0.00
BLD09-137 988802208 Record Retention Fee for Building Per $10.00 $10.00 $0.00
Total: $988.96
Previous Payment History
Receipt# Receipt Date Fee Description Amount Paid_. Permit#-
09-0539 07/14/2009 PLAN REVIEW DEPOSIT 50 $50.00 BLD09-137
Payment Check Payment
Method Number Amount
CHECK 1101 $988.96
Total: $988.96
genpmtrreceipts Page 1 of 1
OF PORT TOE
Receipt Number: 09-0539
Receipt Date: 07/14/2009 Cashier:' SFOSTER Payer/Payee Name: RANDALL JEFF
Original Fee Amount Fee
Permit# Parcel Fee Description Amount Paid Balance
BLD09-137 988802208 PLAN REVIEW DEPOSIT 50 $50.00 $50.00 $0.00
Total: $50.00
Previous Payment History
Receipt# Receipt Date Fee Description Amount Paid Permit#
Payment Check Payment
Method Number Amount
CHECK 0004 $50.00
Total: $50.00
genpmtrreceipts Page 1 of 1