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BIJILDING PERMIT
Cify of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Torvnsend, WA 98368
(360)379-s09s
Permit #Project Informstion
Permit Type Commercial Tenant Improvement Project Name
Site Address 111 QUINCY STREET Parcel #
Project Description
Inside finish work for the first floor retail and top floor four condo units
BLD07-136
989700703
Names Associated with this Praject
Type Name Contact
Applicant Harris Kevin
Owner Quincy St At The Waterfront
LI
Phone #
(360) 344-3220
License
Type License # Exp Date
Fee Informotion
Project Valuation
Building Permit Fee
Plan Review Fee
State Buildjng Code Council Fee
Technology Fee for Building Permit
Record Retention Fee for Building
Permit
Total Fees
Project Details
Dwellings - Remodel @80%
Offices - Type V-B**$387,050.00
2,606.55
1,694.26
4.50
52.13
10.00
$4,367.44
3,500 SQFT
4,000 SQFT
CaIl 385-2294 by 3:00pm for Fr€Xt day inspection.
from issuance if work is not commenced, or if work is suspended for a period of 180
construed as approval to violate any provisions of the PTMC or other laws or regulations. I certify
of the application for this permit is true and accurate to the best of my knowledge. I further certily'
authorized agent ofthe owner.
Permits expire 180
of
days. Work is verified by obtaining a valid inspection.
Print Name
The granting of this
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Date Issued:
Issued By:
l2/19/2007
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CANNERY'vTNT &- EiLqllST FBoject Name
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Appl # lMECoT-o7o Date Issued Applicant iQIIINCY ST AT TI{E'WATERFRC|U19njv
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Fred Slota
From:
Sent:
To:
Cc:
Subject:
Fred Slota
Monday, April20,2009 1:04 PM
John Watts
Rick Sepler; John McDonagh
Stop Work
John,
This is to inform you that a Stop Work Order has been posted at the Cannery building located at 111 Quincy
St. at 12.3Q p.m.412012009. The building is owned by Kevin Harris.
The reason for the posting is work being done without proper permits.
I stopped by 111Quincy this morning and met with Kevin to see when he was planning on applying for his
permit to change some sprinkler heads for the remodel downstairs. I was told that the company told him that
no permits are required for the work. I went into the building and noticed that the work had already been done,
along with framing, insulation and tile work in progress. I told Kevin to get his plans (Architecturally drawn) and
the permit for the sprinkler changes turned in to the city for review ( he agreed to do so) and I left the site.
Kevin also has been notified that a SEPA addendum for the revised work that is being done. (See letter from
John McDo nagh 41912009).
I reported what I saw to Rick Sepler and John McDonagh. I was at that time directed by Rick S. to post the
building with a Stop Work Order.
Fred
1
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU
WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:OOPM FRIDAY
DATE OF INSPECTION
SITE ADDRESS:ilt
PERMIT NUMBER: 6 A 0.7- lsd
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CONTACT PERSON:PHONE:
TYPE OF INSPECTION:mFtU fi,L zd\ frartrL 1tt*NoS
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! APPROVED
Inspector
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tr APPROVED WITH
CORRECTIONS
Ok to proceed. Corrections will be
checked at next inspection
Date
Date
tr NOTAPPROVED
Call for re-inspection before
proceeding.
o
t
Approved plans and pennit card must be on-site and available at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
DATE OF INSPECTION:
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
CALL THE INSPECTION LINE AT 360-385-2294 BY 3:00pm THE DAY BEFORE YOU
WANT THE INSPECTION. FOR MONDAY INSPECTION, CALL BY 3:()OPM FRIDAY.
PERMIT NUMBER:
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for re-inspection before
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Inspector Date .1-o
Acknowl Date
Approved plans and permit card must be on-site and available at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.+/rAr PERMIT NUMBER:BLDo? - B 6DATE OF INSPECTION:
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Date
must
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)
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
PERMIT NUMBER:o-7- t>uDATE OF INSPECTION:
SITE ADDRESS:IIr ItlA/,,t-L-t
PROJECT NAME: I CONTRACTOR:
CONTACT PERSON:PHONE:
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Ok to proceed. Corrections will be
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Call for re-inspection before
proceeding.
Date
Approved plans and permit card must be on-site and available ot time of inspection. A re-inspection fee may
be assessed if work is not readyfor inspection.
CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
the inspection. For Monday inspections, call tly 3:00 PM Friday.
PERMIT NUMBER: 1- lTbDATE OF'INSPECTION:
SITE ADDRESS: I\ \h.f r f,.l C,"f
PROJECT NAME:CONTRACTOR:
CONTACT PERSON:PHONE
TYPE OF INSPECTION:
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CITY OF PORT TOWNSEND
DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
DATE OF INSPECTION: I - 21- Of PERMIT NUMBER: 7 - tEb
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tI APPROVED WITH
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Call for re-inspection before
proceeding.
l'Lq"oK
Approved plans and permit card must be on-site and avoilable at time of inspection. A re-inspection fee may
be assessed if work is not ready for inspection.
PLUMBING PERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-s09s
Project Information
Permit Type Plumbing Permit
Site Address 111 QUINCY ST
Project Description
Plumbing permit for Cannery
Permit #
Project Name
Parcel #
PLM07-012
CANNERY PLUMBING
989700103
Names Associuted witlt this Project
Type Name
Applicant Quincy St At The
Waterfront Ll
Owner Quincy St At The
Waterfront Ll
Contact Phone #
License
Type License # Exp Date
Fixtares
28 - Plumbing fixture per trap 5 - Electric water heater
Fee Information
Project Valuation
Record Retention Fee for Plurnbing P
Technology Fee for Plumbing Permi
Plumbing Permit
s 3.2s
$ 8.82
$ 441.00
Total Fees $ 4s3.07
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 penrlit shall not be construed as approval to violate any provisions of the PTMC or other laws or regnlations. I certify
that the information provided as a part of the application for this perrnit is true and accurate to the best of my knowledge. I further certify
that I arn the owner of the property or authorized agent of the owner.
Date lssued:
lssued By:
12t19t200'7
SFOSTER
Print Name
MECHANICAL PERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Torvnsend, WA 98368
(360)379-s09s
Project Information
Permit Type Mechanical Permit
Site Address l1l QUINCY ST
Proiect Description
CANNERY FAN & VENT
Permit #
Project Name
Parcel #
MEC07-070
CANNERY VENT & EXAUST FAN
989100103
No flBfEcfi'oKrS
[un^ Q,'tql'gcJ
Names Associated with this Project
Type Name
Applicant Quincy Sr At The
Waterfront Ll
Owner Quincy Sr At The
Waterfront Ll
Contact Phone #
License
Type License # Exp Date
Fixtures
8 - Vent Fan 4 - Hood/exhaust system
Fee Information
Project Valuation
Record Retention Fee for Mechanical
Mechanical Permit
Technology Fee for Mechanical Perr
$3.00
162.00
5.00
$
$
Total Fees $ 170.00
Call 385-2294 by 3:00pm for next day inspection.
Permits expire 180 days from issuance if work is not commencedo or if work is suspended for a period of 180
days. Work is verified by obtaining a valid inspection.
Thegrantingofthispermitshall notbeconstruedasapprovaltoviolateanyprovisionsofthePTMCorotherlawsorregulations. lcertify
that the information provided as a pal't of the application for this permit is true and accurate to the best of my knowledge. I further certify
that I am the owner ofthe property or authorized agent ofthe owner.
Date lssued: l2l19/200'1
Issued By: SFOSTER
Print Name
1
/-)
PLUMBING PERMIT
City of Port Townsend
Development Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
(360)379-s09s
Project Iniormalion
Permit Type Plumbing Permit
SiteAddress ll l QI-INCY ST
Project Description
Plumbing permit for Cannery
Permit #
Project Name
Parcel #
PLM07-012
CANNERY PLUMBING
989100103
Nsmes Associated with this Project
Type Name
Applicant Quincy St At The
Waterfront Ll
Owner Quincy St At The
Waterfront Ll
Fixtares
28 - Plumbing fixture per trap
Contact Phone #
License
Type License # Exp Date
5 - Electric water heater
Fee Information
Project Valuation
Record Retention Fee for Plumbing P
Technology Fee for Plumbing Permit
Plumbing Permit
Total Fees
$ 3.2s
$ g.sz
$ 441.00
$453.t7
Call 385-2294 by 3:00pm for next day inspection.
Permits expi re 180 days from issuance if work is not commenced, or if work is suspended for a period of 180
. Work is verified by obtaining a valid inspection.
The granting of this
that the
that I am the
as approval to violate any provisions of the PTMC or other laws or regulations. I certify
ication for this permit is true and accurate to the best of my knowledge. I further certify
agent of the owner.
Date Issued
Issued By:
12/19/2007
SFOSTER
Print Name
of the
the appl
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Receipt Number:
PLM07-0t2
PLM07-012
PLM07-012
989700703
989700703
989700703
$441.00
$8.82
$3.25
Total:
$441.00
$8.82
$3.2s
$453.07
Plumbing Permit
Technology Fee for Plumbing Perm
Record Retention Fee for Plumbing
$0.00
$0.00
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14437 $ 4s3.07
Total $453.07
genpnilrreceipts Fage 1 of 1
CITY OF PORT TOWNSEND
'' DEVELOPMENT SERVICES DEPARTMENT
INSPECTION REPORT
For inspections, call the Inspection Line at 360-385-2294 by 3:00 PM the day before you want
the inspection. For Monday inspections, call by 3:00 PM Friday.
g-e" OB PERMTTNUMBER: (Lna7- a/z-DATE OF'INSPECTION:
SITE ADDRESS: I/I QUi N Lq
'7.PROJECT NAME: L+TTN EJLV CONTRACTOR:
CONTACT PERSON:PHONE:
TYPE OF'INSPECTION:b;le. u; eT
t] APPROVED I APPROVED WITH
CORRECTIONS
Ok to proceed. Correctiont
checked at next inspection
Inspector
Approved plans and permit card must be on-site and available c
be assessed if work is not readyfor inspection.
UnJL "la-t
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City of Port Townsend
I)evelopment Services Department
250 Madison Street, Suite 3, Port Townsend, WA 98368
60 385-5095 FAX 344-4619
TO:
FROM:
DATE:
RE:
MEMORANDUM
Scottie Foster
John
Iune24,2009
LUP04-038,Addendum for conversion of Cannery to a five (5) unit hotel
6cpoQ - DSS
6tZo /- ls 6
€,qq<
Establishing a liability account for installation of a bicycle rack
Attached is a check from Kevin Harris for $500 that is security for purchase and installation of a
bicycle rack required as part of the above referenced project- Also attached is the carbon copy
paper receipt given to Kevin by our office. [f you would, please request the Finance Dept. to set
up a liability account for this. Thanks.
-/6t 'm-z3e-/M-@
w\o na1
I
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Total Oue = $500'00
* * * iiii * ii*1 * * * * * * *** *** * * t.* * * * t ** * * ** * *
Paytnent Oata:
t*tlurlr" : KEvIN HARRIS
t'lethod: CK
Amount = $500'oo
Change Due = $0'00
ill-il-** ** *** ***** *** *** *x******** * *
Thank Youl
*********************+******************
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Printer Friendly
Page 1 of2
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llsrtr* [nunly 1n{n Dn;:nrln:*n?s
ParcelNumber: 989700703
Parcel Number: 989700703
Owner Mailing Address:
QUINCY ST AT THE WATERFRONT LL
C/O KEVIN HARRIS
123 NW 36TH ST STE 201
SEATTLE WA9B1074958
Site Address:
Section: 1
Qtr Sectioh: SW1/4
Township:30N
Range: 1W
School District: Port Townsend (50)
Fire Dist: Port Townsend (B)
Tax Status:
Tax Code: 100
Planning area: Port Townsend ( 1)
Sub Division: PORT TOWNSEND O.T.
Assessor's Land Use Code: 5900 - OTHER RETAIL
Property Description:
PORT TOWNSEND O.T. I BLK 7, LOTS 1 & 3(ALL)(BETNG A I pTN TL DrST 32) & TL
DrsT 33 | OLD CANNERY BLDG I
Click on photo for larger image.
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http ://www. co j efferson.wa.us/assessors/parcel/parceldetail.asp U29t2009
Parcel Details Page 7 ofZ
lfe
ParcelNumber: 937600200
Parcel Number: 937600200
Owner Mailing Address:
INFORMATION ONLY
Site Address:
Section: 1
Qtr Section: SW1/4
Township: 30N
Range: 1W
iisrn* .,iln*ng ln{* 0npnrfn:*nts 5eurrh
Printer Friendly
School District: Port Townsend (50)
Fire Dist: Port Townsend (B)
Tax Status: Other Exempt
Tax Code: 100
Planning area: Port Townsend (1)
Sub Division: THE CANNERY CONDO
Assessor's Land Use Code: 7600 - PARKS (green belts, community areas)
Property Description:
THE CANNERY CONDO I COMMON AREA I ASSESSED W/UNTTS I I
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http ://www. co jefferson.wa.us/assessors/parcel/parcel detail. asp u2912009
Jan Hopfenbeck 0,.-nN-l 3(
From:
Sent:
To:
Cc:
Subject:
Jan Hopfenbeck
Tuesday, November 06, 2007 10:35 AM
'Kevin Harris'
John McDonagh
RE: Cannery update
Kevin,
I have not heard back from Kirk since he was in the office, Here are the items we discussed:
r. site plan showing property lines to determine need for rated openings z. plumbing fixture calculations 3. rated floor
ceiling assemblies 4.Type B unit details
Regarding the use of the alley for staging, as long as the bottom two floors of the Waterman and Katz building are not
occupied and/or the exits from those floors can proceed to an adjacent right ofway, then using the alley area for staging
should not be a problem. You just can't block the means of egress from that building for the rear (second) exits from the
basement and main floor levels.
Jan
-----Original Message-----
From: Kevin Harris [mailto:KevinH@macrosystems.com]
Sent: Tuesday, Novembet o6,zoo7 B:3zAM
To: Jan Hopfenbeck
Subject: RE: Cannery update
Importance:High
HiJan,
did you ever receive the missing items from Kirk?
lEilVtL
CIIY OF PORT TOI/I,NSENO
DSD
HiJan,
if you could send me the list of missing items that your waiting on from Kirk, i would appreciate it greatly
Regards
k
1
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Receipt Number
BLD07-136
BLD07-136
BLD07-136
BLb07-r36
BLD07-136
989700703
989700703
9897d0703
989700703
989700703
$1,694.26
$52.13
$4.50
$2,606.55
$10.00
Total:
$1,544.26
$52.13
$4.s0
$2,606.55
$10.00
Plan Review Fee
Technology Fee for Building Permit
State Building Code Council Fee
Building Permit Fee
Record Retention Fee for Building P
$0.00
$0.00
$0.00
$0.00
$0.00
$4,217.44
07-061 1
CHECK
A7nOl2OA7 Plan Review Fee $150.00 BLD07-136
14437 $ 4,217.44
s4,217.44Total
genprntrreceipts Fage 1 of 'l
Development Servr'ces
250 Madison Street, Suite 3
Port Townsend WA 98368
Phone: 360-379-5095
Fax: 36&3444619
www.cityofpt.us
Commercial Building Permit Application
F Applications accepted by mail must include a check for initial plan review fee of $150) See the "Commercial Building Permit Application Requirements" for details on
plan submittal requirements.
Contracto 4 I
Ir:9+a-l-+h .)L>e-Nam Qo tAc
Address {
P ?bo,i44,3+>o
Emai
State
,(otn
License Exp:
City Business License #: yJ A
r*-
I hereby certify that the information provided is correct, that I am either the owner or
and that all activities associated with this permit will be in accordance with State
4
d to act on behalf of the owner
Port Townsend Municipal Code.
. ()-c-
tPrint Nam
Project Address & Zoning District:
/lt \on s{oef
Parcel #?q 7eo ?o3
Legal Description (or Tax #):
Addition: P\- Of
Block: 7
Lot(s),+3
Of4ce Use Onlv
Permit
#
Associated Permits:
?Llh07- e rz^
ee'Project Description : G.a4s r O,r,M G&o's
ContactlReprese
Name:i)sc-+:eL
Address
City/SVZip:
Phone:
Email:
Lender lnformation:
Lender information must be provided for projects
over $5,000 in valuation per RCW 19.27.095.
Name: ffv,1-rt'ca.^ lr!".n, r.g g>n g
*foo oC)Project Valuation
Owner:a+ +r\a-il
3tfr. 3+L).s>Lo
il/tGTAVDS "( t'4*nk
Prope
Phone:
Email:
Address
CitvlSUZ
*l'
Construction type, $r'..v- l|*ccl/C"n
occupancy aatng, Cu*'^/ ??s'cli{nTz' - n /
Basement: N/A ls it finished? Yes No
Newn Additiontr Remodel/Repairfi
Change of Use n
2nd froor boo
3'd floor
Other:
Storage
Building lnformation
l"tfloor \w
(sqGre feet):
Restrooms: "L
Deck(s):_
(Building Footprint):
Yo {o'/'
Square feet:fio'o JUL 1 6 200i
lmpervious Surface:
Signature
rrJ r*4+u
and
b 7oo
COMMERCIAL BUILDING PERMIT APPLICATION
CHECKLIST T
This checklisf is for new construction, additions, and remodels. The purpose is fo show what
you intend to build, where it will be located on the lot, and how it will be constructed.
i Commercial building permit application.
I Non-Residential Energy Code forms: If Lighting * Mechanical i} Envelope
I Three (3) sets of plans with North arrow and scaled, no smaller than /a" = 1 foot'.
I Title Page/Cover Sheet:
1. Project identification
2. Project address, legal description, location map, tax parcel number(s)
3. Alldesign professionals identified including addresses and phone numbers
4. Name, address, and phone number of person responsible for project coordination5. Design criteria, including occupancy group, construction type, allowed floor area vs.
proposed, occupant loads, height and number of stories, deferred submittals, etc.6. Designate compliance with all applicable codes
- 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. Street names and any easements or vacations
6. Location and diameter of existing trees7. Utility lines
B. lf applicable, existing or proposed septic system location
9. Delineated critical areas boundaries and buffers
I 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
1 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_l
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 anb positive connections9. Ceiling height
Receipt Nunber:
BLD07-136 989700703 Plan Review Fee
Total
$2,101.94 $150.00
Total: $f S0O0
$1,951.94
t{/ACASH $ 150.00
$150.00
genprntrreceipts Page 1 of 1
WSEC sidential Constru n Checklist
City of Port Townsend
Building & Community Development. Waterman & KatzBuilding
181 Quincy Street, Suite 301
PortTownsen4 WA 98368
(360)379-3208 Far: (360) 38s-767S
\ilashington State Energy Code (WSEC)
2001- Residential Construction Checklist
Complete this form in addition to.WSEC forms. Please answer the following questions:
New constructioq or 750 square feet
meetwhole house mdspot ventilation reEtirements, and shan'fuIl WSEC compliorce asq stqtd-olone project. A detached, habitable stracture sach as qt AccessoryDwelling Unit
regudless of size must also meet these requirements.
O House addition under 750 square feet
Possible tadeeffs qe allowedwith the eristing buildingfor WSEC compliorce, such as
increasing ceiling inwlation. See wsEC component pertormanceforms.
NOTE: A house addition less than 500 sq. ft does not require whole hoase ventilation
Spot ventilatign is sfill required
TYPE OF HEATING-Plgase gheck all that anplvl
Electric
--X*"U Heater o Baseboard D Forced AirFurnace tr Radiant Floor @oiler) o Other-
Non-Electric:
Proporc:E Radiant FloorlBaseboard @oiler) n LPG Stove tr LPGFurnace D OtherlpG
O Heat 11mP I Oil Furnace E Woodstove (can only be used as secondary heat source)
VAPORRETARDERS:
Vapor retarders shall be installed toward the warm surface as represented below. Select one
option for floors, walls, and appropriate ceilings:
o Floors: N t h - +l-t?B cw h*(ed gfact
tr Plywood uittr e*ietio't?ui I w\
D Poly plastic (greater than or equal to 4 millimeter thick)
D Backed batts 'i'
r Wa[s:
tr loly plastic (greater than or equal to 4 millimeter thick)
D Face-stapled, backed baffs
[r,ow-p.* puint
o Ceilings:
D l.{ot requir6d where ventilation space averages greater than or equal to 12 inches above
insulation
tr Face-stapled, backed batts
$l"ty plastic (greater than or.equal to 4 millimeter thic$
llow-perm paint
SET BACK
\\BcdlrrnitsfornstRcsideotiat Eacrgy Co& Cbccklistdoc Page I of2
Thomas L. Aumock
Consulting X'ire Code Official
2303 Hendricks Street, Port Townsend, WA 98368
(360) 385-3938 Email: taumock@cablesoeed.com Fax: (360) 344-4604
PLAI{ REVIEW MEMORAI\DIJM
TO: Plans Examiner, City of Port Townsend Development Services Department
DT: 23 July 2007
RE: BLD07-136 Cannery Bldg. Condominiums, 11 Quincy Street,
CC: Mike Mingee, Fire Chiee East Jefferson Fire & Rescue
_----,-/
I am in receipt ofthe set ofplans for the above-referenced proposal from your office.
The above-reference proposal was reviewed by this consulting fire code official, with the International
Fire Code [I.F.C.], 2006 Edition and Washington State Amendments, and applicable N.F.P.A. standards.
The following constitutes this plan examiner's findings and determinations based upon the plans of record
submitted.
It is understood that fire alarm system, automatic sprinkler system detail plans and specifications are
deferred submittals for this project
{indines & Peterminations:1. The proposal was reviewed as a two-story mixed occupancy atotal of7,500 square feetoffire
areawith a first floor Group B occupancy and second floor
B construction classificationfs]; and,
R-2 occupancy with assumed Type V-
2. Addressing for the proposal shall be consistent with City of Port Townsend Municipal Code standard
for size, and 5e in a pbsiiion as to be plainly visible and legible from the ,t."et o, -ad ironting the
property. Said numbers shall contrast with their background [I.F.C. Section 505.1], and;
3. Key box access to or within the subject structure for emergency services delivery is required to be
installed at the main entry and at the northeast entry location, to contain key(s) to gain necessary access to
the structure in its entirety U.F.C. 506.11. The proponent shall contactthe administration office of East
Jefferson Fire & Rescue to obtain the proper key-box application form; and,
4. Road access is provided for this proposal via Quincy Street and is found to be consistent with I.F.C
Section 503 and Appendix D fire apparatus access road design standards.
5. Access to building openings is found to be consistent with the I.F.C. Section 504 which requires an
approved access walkway leading from fire apparatus access road(s) to exterior openings that are required
by the Fire Code or Building Code, and;
C:\Documents and Settings\Tom\My Documents\Business\City Contract\Plan Review & Conespondence\BLD 2007\BLD07-136 Cannery Condos.doc8/3/07
6.Asprinklers)isrequiredthroughoutthisbuildingunderI'F.C
Section 903.2.7,and;
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. A complete set of as-built drawings of the system shall be provided on-site in a formal plans box
adjacent to the F.A.C.P., submitted on a 24 x36 inch maximum format, and;
c. Specific reference to the fire department connection location and specifications shall be submitted
and approved by the Fire Chief or this fire code official prior to installation, and;
d. Stairway intermediate landings will require sprinkler protection, as approved by the Fire Code
Official, and;
e. The backflow prevention device shall be approved for installation by the City of Port Townsend
Public Works Department prior to installation, and;
f. The automatic sprinkler system shall be inter-tied with the provision of automatic fire alarm
system;
g. A sprinkler bell is required, or electronic equivalent, and;
h. Field verification of the installation for this infrastructure shall be conducted by this offrce prior
to construction for the sprinkler system fire department connection[F.D.C.], and ;
i. All ground work on the fire service underground system is to be conducted by a licensed contractor
with a current State Fire Marshal certification, with credentials submitted with defered plan
submittal, and;
7. A manual fire alarm or automatic fire detection alarm systems
under IFC Section 907 .2.9 of said Code, and;
rygm$for this occupancy
8. Single- and multiple-station smoke detection is required for this occupancy under IFC Section
907.2.10.t.2:
a, on the ceiling or wall outside of each separate sleeping area in the immediate vicinity of
bedrooms,
b. in each room used for sleeping purposes,
c. in each story within a dwelling unit, including basements but not including uninhabitable affics.
q.entshallmeetorexceedIFCSection906andNFPAStandard10,
which normally requires a 2-A:10-B:C minimum rated fire extinguisher at the exit(s) and atthe top of the
exit stairways;
C:\I)ocuments and Settings\TomWy Documents\Business\City Contract\Plan Review & Conespondence\BlD 2007\BLD07-136 Cannery Condos.doc8/3/07
Lfio- thlquirements of the Ciry of portTownsend Engineering Design standards, section 903.2 and Appendix B and c of the L F. c., andapplying the maximum tpu.ittg rules for mixed use, multi-family, and commercial areas as defined bythis project' Fire flow'require**t-6urc4 upon ih" totat r*e area and the proposed constructionclassification for this p.oporui [Type V_B].
I
a' The calculat"d q9 flow requiremgnt for this proposal is 2,250 gallons per minute sustainable fortwo [2] hours. The required installation of automatic fire sprinklers ,"du"", this requirement byto a requiremelt of 1,500 gallons per minute at20 psi residual, as 1,500 gpm is the minimumallowable by Code;
b' Based upon the access and circulatlon roadway plan for this facility, the primary fire hydrant forthis proposal is at Quincy & Water Streets, h;rg a fire flow of greater than 1,500 gpm.
c' Secondary fire hydrant is located at Water & Madison Sts, which has a fire flow of greater than1,500 gpm.
d' It is the administraitve determination that existing fire hydrants are sufficient for fire flow
Any other applicable or relevant sections of said code not covered herein shall nonetheless apply to thisproposal.
2 hours time was logged in the review of this proposal.
It is the recommendation of this consulting fire code official that the proposal be approved subject to theaforesaid requirements of the International Fire Code.
c:\Docppentr and Settings\Tom\My Documents\Business\city contract\Plan Review & correspondence\E}LD 2007\BLD07-I36 cannry condos.docg/3/07
A3/31.t2444 15: 85 36a3444684 PT FIRE PAGE 8I
City of Port Townsend
Fire Departmenf
13l0 Lawrence Sheot, Port Townsend, WA 9E36E
(36D)385-2626 Emnil; Btfdr?D.ci.port-town$end.W,,a,,!#,$. Fax; (360) 385-t 122
PLANRDVIEW MEMORANDUM
TO:
FR:
SuTsnno Wassmor, BCD r*'Fire Chief
Kevin Harris, I I I Quincy Street Cannery Project, Phme II second floor
This department is in receipt of the set of plans for the above-referencod proposal ftom your office-
The above-reference proposal was rcviewed by this deparfnent relative to the Uniform Firo Code
[U.F.C.], 1997 Edition, and the following constitutes this department's findings and deteminations bassd
upon the revised plans of record submrtted.
Findinsg & Determinrtions;
l. Occupancy Class; The firet floor was rcviewed as a Group B, M or Group A, Division 3 occupancy,
and the second floor as Oroup R, Division I [3 apartments] with s Typ€ V-N construction classification;
ffid,
2. Access to building openings is designed consistent with the U.F.C. Section 902.3.1 which requires an
approved aocc$s walkway leading ftom fire apparatus access road(s) to exterior openings that aro rgquired
by the Fire Code or Building Code, andl
3- A oNo parking-Fire Safety 7-one' shall be providod adjacent to the east doublodoor egl€ss provision
inordertoallowoccupanteglesstothePublicwayconsisterttwiththepurposeandintentofthe
appticable "Location on Property" exit discharge rcquirements of ths applicable occupancy from UBC
Chapter 3; and,
4. An automatic fire suppression system (sprinklers) is not required under U.F.C. Section 1003, exoopt
for any commercialkitchen facitity, which shallthen comply with Uniform Fire Code Section 1006; and,
5. Where applicable, an automatic firo dotection nlarm systern is required for tlris occuPsncy urder
Section 100i.2.12.10 "Accessible Buildings" provisions of said Code as amended by Washington State
Fuilding Code Council, and/or required by the Uniform Building Code in lieu of one-hour corridor
construction, dhd;
6, Fire extingui*her sizing and placement shall meet Uniform Fire Codc Stondard No. 10-l' which
normally ruquiies a.Z-Att0-B:C fire extinguisher at tho exit(s) and on the recond floor at the top of each
erair" T-he fiie extinguisher located at the lift aren shall be plnced no mors than 36 inches from floor level
to top of fire extinguisher, arrd;
7. Any fire damper insrallation shall be inspected and tested by the building official o'r designee prior to
aompartment/area isolation aqd closureo and;
q$WINDOWS\DBEklFp\Tom's Crbinct\CqFrehl Fsflr1it Ap,p. RFviEw Consapo[dcncc\Cmrnay Phatc lI-R2" Rcviaitn,dw ]/10/0d
93131.t2684 L5: E5 36A3444684 PT FIRE PAGE A2
8. Smoking Designation per R.C.W^ 70.160, *nd Municipal Code: The first floor proposal is found to
be a 'lublic place" as defined by the state law must be designated ss E "non- srnokingno or "srnoking
allowed" facility with specified smoking nrea(s). The owner must post signs prchibiting or permitting
smoking conspicuously locnted at each building entrance and in prominent looations throughout the place.
The boundary(s) berween a non-smoking aroa and a smoking permiued srea shall bo clearly designated so
that persons may differentiate between the two aroa$.
Any other applicable or relevant sections of said Code not covered herein shall nonetheless apply to thic
proposal.
L0 hours time was consumed in the review ofthis proposal
lt is the administrative dctormination of this department that the propo$al be epprovod subjoct to the
aforessid roquiromonts of the Uniforrn Fire Code, and Uniform Building Code.
C:\WINDOWS\l)crqktop\Tom's Cebinat\Currar I'crmil Apt. Rrview Cortsepondonce\C$ncry Phnw Il-R?, Rwirion.doc lnon4
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Concerning the type "b" dwelling units for the Cannery project at 111 Quincy St. Pt
Townsend WA.
All faucets will be single control, lever type handles.
Appliances will be front mounted controls.
Flooring will be engineered hard wood throughout each unit and bath floors will be tile.
Coridor will be tight pile carpet with tile at the entryways.
Backing will be provided in all recommended areas for A.D.A compliance.
No signage is necessary for parking since there is none designated for building.
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5F GA-600-2006 'lE RESTSTANCE DTSTGN MANUAL
WALLS AND INTERICIR PARTITIONS, VI'OOD FRAMED
GYFSUM WALLBOARD, WOOD $TUDS
One layer 5/s" type X gypsum wallboard or gypsum veneer base applied parallel or at right
angles to each side of double row of 2 x 4 wood studs 16" o.c. on $eparate plates i"
apart with 6d coated nails, 1rie" long. 0.0915" shank, t/+" heads, 7" o.c.
Joint$ staggered 16" on opposite sides. Horizontal bracing required at mid,heighi. (LOAD-
BEARTNG)
Thickness: 9%"
Approx. Weighi: 8 psf
Fire Test: See WP 3605
(uL R1319-4. 6, 6-17-52;
uL R2717-3S, 1-20-66;
uL R3501-52, 3-15-66,
UL Design U305;
ULC Design W301)
Sound Test: Estimated
{ HCIUR
FIRE
GA FILE NO. WP 33BO GENERIC 40 to 44 $TC
SOUNDGYPSUM WALLBOARD, WOOD $TUD$
one layer 5/s" type X gypsum wallboard or gypsum veneer base applied parallel or at
angle$ to each side ol 2 x 4 wood studs 16" o.c. staggered B', o.c. on 2 x 6 wood
with 6d coated nails, 1ria" long. 0.0915" shank, r/a." heads, 7" o.c.
Joints staggered 24" on opposile sides. Horizontal bracing requir*d at mid-height.
BEARING}
&c_-
Fl-
Approx. Weight: B psf
Fire Tesi: See WP 3605
(uL R1319-4. 6, 6-17-52:
uL R2717-3S, 1-20-66;
uL R3501-52, 3-15-66,
UL Design U305;
ULC Design W301)
Sound Test: Estimated
./n"rtr{ I
fu''"'
GA FILE NO. WP 3430 Gf;NERIG 40 to 44 STC
$CIUNDGYPSUM LATH, GYP$UM PLASTER, WOOD $TUD$
1/2" 1:2 gypsum-sand plaster applied over r/g" plain gypsum lath applied at right angles to
each side of 2x4 wood studs 16" o.c. with 13 gage blued lath nails. 1118" long, 0.091s',
shank. tg/e+" heads, 4" o.c. (LOAD-BEARING)
Thickness: 53/a"
Approx. Weight: 15 psf
Fire Test: OSU T-948, 7-17-58,
osu T-1380,7-5-60
$ound Test: RALTLSB-60, 8-7-58
GA-6OO-?OO6 FIRE RHSISTANCf;N MANUAL 69
CHASE WALLS, WOOD FRAMED
GA FILE NO. WP 55TO GENERIC 1 HOUR
FIRE
55 to 59 STC
SOUNDGYPSUM WALLBOARD, I/VOOD STUDS
Base layer t/+" gypsum wallboard applied parallel to each side of double row of 2 x 4 wood
studs 16" o.c. on separate plates spaced 1tlz" aparT with 4d coated nails, 1rl2" long,
0.099" shank, tlq" heads, 12" 0.c. Joints staggered 16" on opposite sides. Face layer t/r"
type X plain or predecorated gypsum wallboard or gypsum veneer base applied parallel
to each side with:/s" beads of adhesive 16" o.c. and Sd coated nails, 1%" long, 0.099"
shank, t/a" heads. 16" o.c. attop and bottom plates. 4d finish nails, 1tl:" long, 0.072"
shank, 0.1055" heads, driven at a 45" angle 16" o.c. horizontally and 24,'o.c. vertically.
Joints offset 24" from base layer joints.
$ound tesied with 1tlg" mineral fiber in$ulation in stud space. Horizontal bracing required
at mid-height. {LOAD-BEARING)
Thickness: 10"
Approx. Weight: 9 psf
Fire Test: $ee WF 334'l
(FM Wp-147, 1-2-69)
Sound Test: G&H BW-32ST. 4^22-68
GA FILH NO. WP 5512 GENERIC 1 HOUR
FIRE
45 to 49 STC
SOUNDGYPSUM UIALLBOARD, WOOD STUDS
one layer 5/s" type X gypsum wallboard or gypsum veneer base applied parallel or at right
angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates 1"
apart with Sd coated nails, 1rle" long, 0.0915" shank, rla" heads, Z" o.c.
Joints staggered 16" on opposit* sides. Horizontal bracing required at mid-height. (LOAD-
BEARING}
Thickness: 911*"
Approx. Weight: B p$f
Fire Test: See WP 3605
(uL R1319-4, -6, 6-17-52;
uL R2717-39, 1-20-66;
uL R3501-52,3-15-66.
UL Design U305;
ULC Design W301)
$ound Test: Estimated
GA FILH NO. WP 5515 GENERIC 1 HOUR
FIRE
40 to 44 STC
SCIUNDGYPSUM T'VALLBOARD, T'VOOD $TUDS
one layer 5/s" type X gypsum wallboard or gypsum veneer base applied parallel or at right
angles to each side ot 2 x 4 wood studs 16" o.c. staggered 8" o.c. on 2 x 6 wood plates
with 6d coated nails, 1zle" 1on9,0.0915" shank. 1/l'heads, 7,,o.c.
Joints slaggered 24" on oppo$ite sides. Horieontal bracing required at mid-height. {LOAD-
BEARTNG)
Thickness: 7tlq"
Approx. Weight: B psf
Fire Test; See WP 3605
{uL Rl319-4, -6, 6-17-52;
uL R2717-39, 1-20-56;
uL R3501-52,3-'15-66,
UL Design U305;
ULC Design W301)
Sound Test: E$timated
ICYNENE@ - Pour Fill Formula
PRODUCT SPECIFICATION
1. PRODUCT NAME
Icynene" andThe Icynene Insulation
System" are registered tradema*s for
polyicynene insulation manufactured by
Icynene lnc. Icynene" pour fill formula is a
l/2 lb density fiee rise, open celled
material.
2. MANUFACTURER
Icynene" is made on site from liquid
components manufactured by lcynene
Inc. Installation and on-site manufacturing
is supplied by independent lcynene
Licensed Dealers.
3. PRODUCT DESCRIPTION
Icynene"' insulates and air seals at the
same time. Is performance is less
installation sensitive than factory
manufactured insulation materials. It is an
effective "breathing" air barier that. can
adjust with the building to maintain a seal
against eners/-robbing air leakage for the
Iife of the building. Convective air
movement inside cavities is virtually
eliminated, providing more uniform
lempemturcs throughout the building. The
result is superior quality construction, with
higher comfort levels and lower heating
and cooling costs. Energy savings vary
depending on building design, location,
etc.
Icynene' pour fill material is applied by
injecting liquid components thrrcugh
drilled holes into a closed cavity There
they expand 6O: I in just rninutes to
provide a flexible foam blanket of millions
of tiny air cells, completely filling building
cavities and sealing cracks and crevices in
the process. It adheres to virtually all
surfaces, sealing out air infiltmtion.
4. TNCHNICALDATA
(Based on Core Samples)
Thermal Performance
Thermal resistance R/in. (Rs/Z5mm)
ASTM C5l8: R4.O hr. ft'Z "F/BTU
Rst O.7 m''C,/W
Arerage insulation contribution in stud wall:
2"x4":N4 2"x6":R2?
The Icynene lnsulation System"' provides
more eifective performance than the
equivalent R-value of air permeable
insulation materials. Icyneneu is not
subject to loss of R-value due to aging,
windy conditions, settling, convection or
alr infiltration; nor is it likely to be
affected by moisture related conditions.
A FACT SHEET with R-value data is
available upon request.
Air Permeance/Air Barrier /Air Seal
The Icynene Insulation System" fills any
shaped cavity, and adheres to all materials,
creating assemblies with very low air
permeance. No additional interior or
exterior air infiltration protection is
necessary
Air permeability of core foam:
ASTM 8283 data
O.OO49 L/S-mz @75 Pa for 5.25"
O.O08O L/S-m' @75 Pa lor 3.25"
In all buildings, adequate mechanical
ventilation/air supp$ should be provided
for optimum IAQ flndoor Air Qualify).
See ASHRAE guidelines.
Water Vapor Permeance
Icynene" is water vapor permeable and
allows structuml moisture to diffuse and
dissipate. It will not entrap moisture in
materials to which it is applied.
Water vapor transmission properties:
ASTM E96 data
6 perms 240 ngl(Pas.rn1 @ 3' (76mm) thick
4 perms 360 ngl(Pa.s.m'z) @ 5' (l27mm) thick
Because of its low air permeance,
Icyneneo' is not infiltrated by moisture-
laden air Computer modeling of moisture
movement in walls using a prcgmm
(MOISI developed by Doug Burch of the
National Institute ol Standards and
Technology (NIST) suggested that a l.O
perm rating was not required when
Icyneneu'insulation was used, except in
climates as cold or colder than Madison,
Wsconsin (7500 Heating degee days).
This conclusion was in general agleement
wifh other computer modeling of
moisture nlovement in building envelopes
performed in Canada. In those situations
that warrant a vapor barrier, the use of
low vapor permeable paint on the interior
drywall is adequate.
Water Absorption Properties
Icynene'' is hydrcphobic and does not
exhibit capillary pnrperlies. It does not
wick and is water repellent. Water can be
forced into the foam under pressure
because it is open celled. Water will drain
by gravity rather than travel horizontally
or rrertically through the foam. Upon
drying, themal performance is fully restored.
Acoustical Propcrties
Perfonnance in a 2"x4" wood stud wall:
STC Sound Tiransmission Class - 37
Hz Frcq. 125 250 500 1000 2000 4000
ASTM 890 l9 30 31 42 38 46
NRC Noise Reduction Coefficient - 70
Hz.Freq. 125 250 500 1000 2000 4000
ASTM C423 X .43 .89 .72 .7t .67
Actual performance is superior than
reported test results because of lcynene"'s
ability to control air leakage.
Burn Characteristics
Icyneneu will be consumed by {lame, but
will not sustain flame upon rcmoval of
the flame source. It leaves a charcoal
residue. It will not melt or drip. It must
be applied in accondance rvith applicable
building codes.
U.S.A. Specifications
Surface Burning Characteristics of
Ic.ynene'ASTM 884
Flame spread <2O
Smoke Development <400
Fuel contribution 0
Oxygen Index ASTM D2863 23o/o
N.Y State Fire gas toxicity LC,o -12
CANADA Specifications
Comer Wall Test CAN4-S102 FSC3
Flame Spread 5lO-53O
Smoke Development 95-150
Electrical Wiring
Icynene" has bcen evaluated with both
14/3 md 1212 rtsidential rviring (max.
122"F / 50' C). It is chemically compatible
with all electrical wiring coverings.
Note: For any insulation of knob and
tube wiring, please reference local
electrical code.
@
lcYllEl{E,-.
Corrosion
Iclmene* did not cause corrosion when
evaluated in contact with steel under
85%o relative humidity conditions.
Bacterial or Fungal Growth and
Food Value
Independent testing conducted by lbxas
Tech University has confirmed that
IcSmene" is not a soulce of food for
mold; and as an air barrier, Icynene*
reduces the airborne introduction of
moisture, food, and mold spores into the
building envelope. It has no food value
ficr insects or rodents.
Environmental I Health / Safety
Ic;mene" contains no formaldehyde or
volatile organic compounds. It has been
thoroughly evaluated for in-situ emissions
by industry and government experts.
VOC emmissions are below l/lOO of the
safe concentration level within hours
ficllowing the application of lcynene*. A
24 HR waiting period is recommended
for highly sensitive people prior to
occupancy
Not intended for exterior use. Not to be
installed within 2" (5O mm) of heat
emitting devices, where the temperature
is in excess of ZOO'F (93'C).
5. INSTALLATIONS
The Icynene Insulation System' is
installed by a network of Licensed
Dealers, trained in the installation of
Icynene". Installation is generally
independent of envinrnmental conditions.
It can be installed in hol humid or
freezing conditions. Surface preparation is
generally not necessa$r Within minutes,
the foaming process is complete.
6. AVAILABILITY
Check regional yellow pages or contact
Icynene Inc. at 8O0-758-7325 or our
website at www.ic]rnene.com.
7. WARRANTY
WHEN INSTALTED PROPERIY IN
ACCORDANCE WITH INSTRUCTIONS,
THE COMPANY WARRANTS THAT
THE PROPERNES OF THE PRODUCT
MEET PRODUCT SPECIFICATIONS AS
OUTTINED IN THIS PRODUCT
SPECIFICAf,ION SHEET.
8. TECHNICAL
Icynene Licersed Dealers and Icynene Inc.
provide support on both technical and
regulatory issues. Architectural
specifications in CSI 3-Pafi format are
available upon request.
9. RELATEDREFERENCES
All physical properties were determined
through testing by accredited third party
agencies. Icynene Inc. reserves the right to
change specifications in its effort to
enhance quality features. Please confirm
that technical data literature is currenl
10. PACKAGING AND STORAGE
Packaging - 55 U.S. gallon open top steel
drums
Storage
Component A should be protected from
fieezing.
Component C can be frozen but must
be pmtected from overheating
020"F149"C) and prolonged storage
above IO0'F/38"C. Component C
separates during storage and should be
thoroughly mixed prior to use.
lI.INSTALLATION
SPECTFICATIONS
Refer to the lcynene Installers Manual
for expanded information.
Component A
Base Seal"
Component'C'
Gold Seal*
- 55O lb. per drum
- Polyisocyanate MDI
- 5OO lb. per drum
- Resin
@
lclilEil[*
The lcynene lnsulotion Syslem"
Healthier, Quieter, More Energy Efficiento
Telephone: 905.363.4040
Toll Free: 800.758.7325
Facsimile: 905.363.0102
Website: www.icynene.com
E'mail: inquiry@icynene.com
7/03/PSB
LEGACY REPORT NER-420
Re-/ssued May 1, 2003
IGG Evaluation Serwice, lnc.
www.icc-es.org
Busin6srRegional Offce r 5360 Workman Mill Road, Wtittier, Califomh 99691 r (562) 6994543
Regional Offce r 900 Monhlair Road, Suite A, Birmingham, Alabama 35213 r (205) 593-9800
Regional Office r 4051 West Flossmoor Road, Country Club Hills, lllinois 60478 r (/08) 799-2305
Legacy Report on the 20O0 lnternational Building Code@ with 2002 Accumulative Supplement, the 2000
lnternational Residential Code@for Qne. and Two-Family Dwellingswith 2002 Accumulative Supplement,
the BOCA@ National Building Codel1999, the 1999 Standard Building Cod&, the 1997 Unlform Building
Coderu, and the lnternational One and Two Family Dwelling Cod@ 1998.
2.0
2.1
2.2
2.3
2.4
ICYNENE INC.
6747 CAMPOBELLO ROAD
MISSISSAUGA, ONTARIO,
CANADA LsN 2L7
800.758.7325
www.icvnene.com
Division 07 - Thermal and Moisture Protection
Section 072{0 - Buildinq lnsulation
1.0 SUBJECT
The lcynene lnsulation System@
PROPERW FOR WHICH EVALUATION IS
SOUGHT
Surface Buming Characteristics
Thermal Resistance
Fire Resistance Rated WallAssemblies, see
Section 4.4
Aftic and Crawl Space lnstallation, see Section
4.3
3.0 DESCRIPTION
3.1 General
The lcynene lnsulation System@isa low-density, plastic
foam that has an open-cellstructure. The material is a
two component system, spray-in-place vapor permeable
product used to insulate the building envelope and air-
seal areas such as plumbing and wiring penetrations,
rim joists areas, window frames, overhangs, porch and
garage ceilings and exteriorwalls. Upon completion of
expansion, the open cells contain only air. The
chemical reaction that occurs while lcynene lnsulation
System@ is being applied takes place in seconds, with
less than five minute curing time needed. After cirring,
the air-seal remains flexible.
3.2 Surface Burning Characteristics
\Mren tested in accordance with ASTM E 84, The
lcynene lnsulation System@ has been shown to have a
flame*spread index (FSl) of less than 25 and a smoke-
development index (SDl) of less than 450, when
installed at a maximum thickness of 5.5 inches (140
mm) and a nominaldensity of 0.5 pcf +i- 10Yo (8 kglm3).
3.3 Thermal Resistance
The lcynene lnsulation System@ has a thermal
resistance of 5.7 "F .ftz.hrlBtu when tested at a thickness
of 1.6 inches (41 mm) in accordance with ASTM C 518
at a mean test temperature of 75 "F (24 "C).
4.0 INSTALLATION
4.1 General
The lcynene lnc. The lcynene lnsulation System@
lnstallers Manual, Copyright@ 2000 and this report shall
be strictly adhered to and a copy of these instructions
and this evaluation report shall be available at all times
on the job site during installation.
The instructions within this report govern if there are any
conflicts between the manufacturer's instructions and
this report.
4.2 Application
4.2.1 General: The lcynene lnsulation System@ is
applied using spray equipmentspecified by the
manufacfurer at the construction site on
vertical and horizontal substrates, and the
underside of horizontal surfaces to fill gaps
and cracks in building materials to create an
air seal and to provide an insulating barrier.
The lcynene lnsulation System@ shall not be
used in areas which have a maximum service
\.
endorsement ofthe subject ofthe tepof ora reconnendotionfor ils use.'lhere is novarratrty by ICC Evaluatio,, Senicc, htc., expressor implied, as lo any
,/inding or other nailer in this reporL or as to any product cot'erecl b! the repofi.
Copyright O 2003
Page { of4
rrge 2 of 4 NER.42O
temperature greater than 180" F (82" C). The
foam shall not be used in electrical outlet or
junction boxes or in contact with rain or water.
The lcynene lnsulation System@ shall be
protected from the weather after application.
4.2.2 Maximum Thickness: The lcynene lnsulation
System@ shall not have a thickness
exceeding 5.5 inches (140 mm) and shall have
a nominal density of 0.5 pcf +/- 10% (8 kg/m3).
A nominalthickness of 6 inches (152 mm) is
permitted in attics and crawlspaces described
in section 4.3 below.
4.2.3 Licensed Dealers: The lcynene lnsulation
System@ shall only be installed by licensed
dealers. Licensed Dealers have been
previously certified by lcynene lnc. to install
the lcynene lnsulation System@. The installer
shall provide the building official with a letter
noting the installation was in accordance with
the manufacturer's instruction and this
evaluation report along with the date, address
of installer, company's name, installer's name
and certification number.
4.9 ThermalBarrier
The lcynene lnsulation System@ shall be separated
from the interior of the building by an approved thermal
barrier of 0.5 inch (12.7 mm) gypsum wallboard or
equivalent 15 minute thermal barrier complying with the
applicable Code, except within an attic or crawl space
see section 4.3.1 through 4.3.5 below:
4.3.1 Assembly No. 1, Attics and GrawlSpaces:
The lcynene lnsulation System@ installed
within attics or crawl spaces on the underside
of the top of the space is permitted to be
installed exposed in an attic or crawl space
without a thermal barrier or ignition barrier
under the following conditions:
is permitted to be installed exposed in an attic
or crawl space without a thermal barrier or
ignition barrier under the following conditions:
Entry to the attic or crawl space is limited to
service of utilities;
There are no interconnected basement or attic
areas;
Air in the attic or crawl space is not circulated
to other parts of the building;
Ventilation of the attic or crawl space is
provided in accordance with the applicable
Code.
The insulation shallbe limited to a maximum
nominalthickness of 6 inches (152 mm) and is
installed on the underside of the top space and
on verticalwall surfaces and the insulation is
covered with FireFree 88 atan application rate
of 1 gallon per 100 ft2.
Assembly No.3, Attics and CrawlSpaces:
The lcynene lnsulation System@ is permitted
to be installed within attics or crawl spaces, on
the underside of the top of the space and on
vertical wall surfaces with the insulation on the
walls protected by an ignition barrier (see 4.3.5
below) and the insulation of the top space not
covered, under the following conditions:
Entry to the attic or crawl space is limited to
service of utilities;
There are no interconnected basementorattic
areas;
Air in the attic or crawl space is not circulated
to other parts of the building;
Ventilation of the attic or crawl space is
provided in accordance with the applicable
Code.
The insulation shall be limited to a maximum
nominalthickness of 6 inches (152 mm).
Assembly No.4, Attics and CrawlSpaces:
The lcynene lnsulation System@ is permitted
to be installed within attics or crawl spaces, on
verticalwallsurfaces with the insulation on the
walls protected by Fire Free 88, and the top of
the space is not insulated, under the following
conditions:
Entry to the attic or crawl space is limited to
service of utilities;
There are no interconnected basementorattic
areas;
Air in the attic or crawl space is not circulated
to other parts of the building;
Ventilation of the attic or crawl space is
provided in accordance with the applicable
Code.
The insulation shallbe limited to a maximum
nominalthickness of 6 inches (152 mm) and is
covered with FireFree 88 at an application rate
of 1 gallon per 100 ft2.
4.3.1.1
4.3.1.2
4.3.1.3
4.3.1.4
4.3.1.5
Entry to the attic or crawl space is limited to
service of utilities;
There are no interconnected basement or attic
areas;
Air in the attic or crawl space is not circulated
to other parts of the building;
Ventilation of the attic or crawl space is
provided in accordance with the applicable
Code.
The insulation shall be limited to a maximum
nominal thickness of 6 inches (152 mm) and is
installed on the underside of the top of the
space, roof deck and ceiling joists and floor
deck and floor joists and shall not be installed
on verticalsurfaces.
Assembly No. 2, Attics and Crawl Spaces:
The lcynene lnsulation System@ installed
within attics or crawlspaces on the underside
of the top space and on vertical wall surfaces
and the insulation is covered with FireFree 88
4.9.2.1
4.3.2.2
4.3.2.3
4.3.2.4
4.3.2.5
4.3.3
4.3.3.1
4.3.3.2
4.3.3.3
4.3.3-4
4.3.3.5
4.3.4
4.3.4_1
4-3.4-2
4.3.4.3
4.3.4.4
4.3.2 4.3.4.5
'Page 3 ot 4 NER.42O
4.3.5
4.4
4.4.1
4.4.2
Assembly No.5, Attlcs and CrawlSpaces:
The lcynene lnsulation System@ installed
within attics or crawl space where entry is
made only for service of utilities an ignition
barrier consisting of either a 1.5-inch-thick (38
mm) mineral fiber insulation, 0.25-inch-thick
(6.4 mm) wood structuralpanel, particle boardor hardboard, 0.375-inch-thick (9.5 mm)
gypsum wallboard, corrosion-resistant steel
having a base metal thickness of 0.016-inch
(O.4 mm) or other approved material is
installed in a manner that the foam plastic
insulation is not exposed. The protection
covering shall be consistent with the
requirements for the type of construction
required by the applicable Code.
Fire-Resistance Rated Wall Assemblies
One Hour Fire Besistance Rated Load
Bearing Wood Stud Wall Assembly:
Minimum 2x4 No. 2 Southern Pine (G = 0.55)
spaced 16 inches (406.4 mm) on center with
a base layer of %inch (12.7 mm) Wood fiber
sound board on each face attached with 6d
Box nails,2 inches (50.8 mm) long spaced 24
inches (609.6 mm) o.c. along studs, second
layer of 5/8 inch (15.88 mm) Type X Gypsum
Wallboard on each face attached with 8d Box
nails, 2-112 inches (63.5 mm) long spaced 7
inches (177.8 mm) o.c. along studs. The stud
cavity isfilled with 2 inches (50.8 mm) nominal
thickness of lcynene lnsulation. Allowable load
of 1,805 pounds (8122.5 N) per stud, 78%
design.
One Hour Fire Resistance Rated Load
Bearing Wood Stud Wall Assembly:
Minimum 2x4 No.2 Southern Pine (G - 0.55)
spaced 16 inches (406.4 mm) on center with
two layer olVzinch(12.7 mm) TypeXGypsum
Wallboard on each face attached with 8d Box
nails,2-1/2 inches (63.5 mm) long spaced 7
inches (177.8 mm) o.c. along studs for face
layer and 6d Cement Coated Box Nails, 2
inches 950.8 mm) long spaced 24 inches
(609.6 mm) o.c. along studs, base layer. The
stud cavity is filled with 2 inches (50.8 mm)
nominal thickness of lcynene lnsulation.
Allowable load of 1,805 pounds (8122.5 N) per
stud, 78% design.
One Hour Fire Resistance Rated
Floor/Ceiling Assembly: Minimum 2x10 No.2
Douglas Fire wood joists spaced 24 inches
(609.6 mm) on center, Bridging minimum 1x3
Spruce. Floor decking is minimum /z inch
(12.7 mm) thick exterior grade plywood
installed perpendicular to joists and fastened
with 2 inch ring shank nails 6 inches (152.4
mm) at the joints and 12 inches (304.8 mm) on
center at the intermediate joists. Plywood
joints shall occur over joists. lcynene lnsulation
is applied to the underside of the plywood deck
and to sides of joists to a depth of 5 inches
(127 mm). Two layers of minimum 5/8 inch
thick type FSW gypsum wallboard is attached
perpendicular to the joists on the ceiling side
of the assembly. The first layer is attached
with 1-1/4 inch (31.75 mm) Type W drywall
screws, spaced 24 inches (609.6 mm) on
center. The second layer is applied
perpendicular to the joists, offset 24 inches
(609.6 mm) from the base layer. The second
layer is attached with 2 inch (50.8 mm) Type S
drywallscrews spaced 12 inches (304.8 mm)
on center. Additional fasteners are installed
along the butt joints of the second layer,
securing the two layers together. The
fasteners are 1-1/2 inch (38.1 mm) Type G
drywallscrews and were placed 2 inches (50.8
mm) back from each end of the butt joint and
spaced 12 inches (304.8 mm) on center. The
wallboard joints on the exposed side were
treated with paper tape embedded in joint
compound and topped with an added coat of
compound. The fastener heads were coated
with joint compound.
5.0 IDENTIFICATION
All packages and containers of The lcynene lnsulation
System@ covered by this report shall be labeled with the
manufacturer's name/and or trademark, address, the
product name, the flames-spread index, the smoke-
development index, the shelf life expiration date, the
label of the quality control agency, lntertek Testing
Services, NER-QA219 and this National Evaluation
Service evaluation report number, NER-420.
6.0
6.1
EVIDENCE SUBMITTED
Manufacturer's descriptive literature,
specifications, and installation instructions.
6.1.1
6.1.2
6.1.3
6.2
6.3
lcynene lnc. The lcynene lnsulation System@
lnstaller Manual, Copyrighi@ 2000.
Product Specification lcynene - Pour Formula,
1'V2/PSB.
Product Specification lcynene - Spray
Formula, 11lzlPSA.
Test reports on surface burning characteristics
under ASTM E 84, Warnock Hersey
Professional Service Ltd., Report No. 7171,
File NO. 03329-50296-C7 -7 177 O0, July 1 988,
signed by Bob Davison, C.E.T Letter report on
5-1/2 inch thickness, February 21, 1989,
signed by Bob Davison, C.E.T.
Test report on the lcynene lnsulation System@
for SwRl Procedure 99-02, Crawl Space
Exposure Evaluation, Omega Point
Laboratories, I nc., Project Nos. 1 6600 -1 1 1778,
-111779, -1 't 1790, 1 1 1791 , -1 1 1961 , -1 1 1962,
August 1,2002, signed by Majid Mehrafza and
William E. Fitch, P.E.
Engineering evaluation, Assessment of SwRl
Procedure 99-02 Test Results, Koffel
4.4.3
6.4
,F]{'/ge 4 of 4 NER-420
6.6
Associates, lnc., KAI 02190-004, August 16,
2002, signed by Eric N. Mayl, P.E. and William
E. Koffel, P.E.
6.5 Test report on lcynene lnsulation System for
determination of thermal insulating
characteristics under ASTM D 518, National
Research Councilof Canada, Report No. CR
5506-6, February 22, 1998.
Test reports on fire resistance rated wall
assemblies under ASTM E 119, lnchcape
Testing Services NA, lnc., signed by R.
Joseph Pearson and R. Davison:
6.6.1 One hour wall, wood studs 2x4 at 16 inches
o.c. with 1 layer ol Vz inch sound board on
each side and 1 layer of 5/8 inch Type X
gypsum wallboard on each side, Report No.
295-1358-96-01, November 11 & 12,1996.
6.6.2 One hour wall, wood studs 2x4 at 16 inches
o.c. with 2 layers ot Vz inch Type X gypsum
wallboard on each side, Repod No. 295-1358-
96-02, November 21 1996.
6.7 Quality Assurance Program, lntertek Testing
Services, March 05i01.
Test report on fire resistance rated flooriceiling
assembly under ASTM E 119, NGC Testing
Services, Assignment K-743, Test NO. FC-
559, December 17, 2001 , signed by Richard A.
Costolnick and Robert J. Menchetti.
7.O CONDITIONS OF USE
The ICC-ES Subcommittee for National Evaluation
Service finds that The lcynene lnsulation System@ as
described in this report complies with or is a suitable
alternate to that specified in the 2000 lnternational
Building Code@ with 2002 Accumulative Supplement,
the 2000 lnternational Residential Code@ for One- and
Two-Family Dwellings with 2OO2 Accumulative
Supplement, the BOCA@ National Building Code/l999,
the 1999 Standard Building Code@, the 1997 Uniform
Building CoderM, and the lnternational One and Two
Family Dwelling Code 1998 subject to the following
conditions:
7.1 This Evaluation Report and the installation
instructions, when required bythe code official,
shall be submitted at the time of permit
application.
The lcynene lnsulation System@ shall beinstalled in accordance with the
manufacturer's published installation
instructions, this evaluation report and the
applicable Code.
The lcynene lnsulation System@ shall be
separated from the interior of the building by
an approved 15 minute thermal barrier see
section 4.3 of this report.
Exception:
The lcynene lnsulation System@ installed in
attics and crawlspaces may be exposed when
installed in accordancewith Section 4.3 above.
The lcynene lnsulation System@ shall not
exceed the thickness and density noted in
section 4.2.2 of this report.
The lcynene lnsulation System@ shall not be
deemed to add to the structural strength of any
wall assembly or used as a nailing base.
The lcynene lnsulation System@ has not been
evaluated for use as a firestopping material or
through-penetration system. Fire Flesistance
Rated Walland FlooriOeiling Assemblies are
listed in Section 4.4 of this report.
The lcynene lnsulation Sysiem@ is required tobe protected from the weather after
application.
The lcynene lnsulation System@ shall be
applied by contractors certified in accordance
with section 4.2.3 of this report.
The lcynene lnsulation System@ shall not be
installed on the exterior of foundation walls or
below floor slabs on ground.
ln jurisdictions that have adopted the Standard
Building Code, the lnternationalOne and Two
Family Dwelling Code and ihe lnternational
Residential Code when the lcynene lnsulation
System@ is installed in buildings of wood
construction the insulation shall not be
installed on the exterior of foundation walls or
below floor slabs on ground or in contact with
the ground. The lcynene lnsulation System@
shall have a clearance above grade and
exposed earth of 6 inches (152 mm) or
greater.
The lcynene lnsulation System@ has not been
evaluated for use with exterior walls of
buildings of noncombustible construction
under 2603.5 lnternational Building Code,
2603.6 Standard Building Code,2609.6 BOCA
National Building Code and 2602.5.2.2
Uniform Building Code.
This report is subject to periodic
re-examination. For information on the current
status of this report, consult the ICC-ES
website.
7.3
7.4
7.5
7.6
7.7
7.8
7.9
7.10
6.8
7.2
7.11
CHANGE OF OCCUPANCY
be enclosed if the entire building is provided with
an approved automatic sprinkler system'
912.7.4 Openings. AII openings in-to existing vertical shaft
"n"torur"t
shall-be proticted by fire assemblies having a
ni"-ptot""tion rating of not less thhn I hour and shall be
*uitituin"O self-cloiing or shall be automatic closing by
u"iuution of a smoke Jetector. All other openings shall be
iue protected in an approved manner' Existing fusible
ii;k ;tp" automatic door-closing devices-shall be permitted
in alli^hafts except stairways if the fusible link rating does
not exceed 135"F (57'C).
912.8 Accessibility. Existing buildings or portions thereof that
ffi;;;;; ;hange"of group*o. occupancy classification shall
have all of the following accessible features:
1. At least one accessible building entrance'
2. At least one accessible route from an accessible building
entrance to primary function areas'
3. Signage complying with Section 1110 of lhe Interna-
tional Building Code.
4. Accessible parking, where parking is provided'
5. At least one accessible passenger loading zone' where
loading zones are Provided'
6. At least one accessible route connecting accessible park--
ing and accessible passenger loading zones to an accessi-
ble entrance.
\\*re it -* r*$nbal\-rnissible \s Lrrn*\J sifi fre -wq
colsnr.{m sad:rr'ls i* -'o5 oi Sa:'e requuements icr a
change of group or occupancy, the above items shall conform
to tfri requuements to G *a-xr*"* e\teot tecbnical\y feasi-
U* G;+= ai -sruq {r .l-re+}rlJ &::rbstq'wrie 5 &=-
aoons or loidrn* .U"1 **p15 qtr fr ns :odon and Secuons
605.1 and 1005.1 as aPPlicable
Exception: Type B dwelling o1 slse'pin$ units-required by
Sectiin 1107';f the International Building Code q9 lot
required to be provided in existing buildings and facilities'
-
6Lb / 7* /3/
.rj
'!l'
'r1
1105.4 Occupancy separation. Required occupancy separa-
of I hour may be omitted when the building is provided
an approved automatic sprinkler system throughout.
Roofcovering. Regardless of occupancy or use group,
materials not less than Class C shall be permitted
a fire-retardant roof covering is required.
Means ofegress. Existing door openings and corridor
stairway widths less than those that would be acceptable
nonhistoric buildings under these provisions shall be
provided that, in the opinion of the code official,
is sufficient width and height for a person to pass through
opening or traverse the exit and that the capacity of the exit
is adequate for the occupant load, or where other opera-
controls to limit occupancy are approved by the code
7 Door swing. When approved by the code official, exist-
front doors need not swing in the direction of exit travel,
that other approved exits having sufficient capacity to
total occupant load are provided.
105.8 Ttansoms. In corridor walls required by these provi-
to be fire-resistance rated, existing transoms may be
if fixed in the closed position, and fixed wired glass
$in a steelframe or other approved glazing shall be installed
one side of the transom.
Transoms conforming to Section I103.4 shall
accepted.
Finishes. Where finish materials are required to have a
lhme*pread classification of Class III or better, existing
materials shall be surfaced with an approved
paint or finish.
Existing nonconforming materials need not be
surfaced with an approved fire-retardant paint or finish
the building is equipped throughout with an auto-
fire-suppression system installed in accordance with
lntemational Building Code and the nonconforming
can be substantiated as being historic in character.
One-hour lire-resistant assemblies. Where 1-hour
construction is required by these provi-
it need not be provided, regardless of construction or
&upancy, where the existing wall and ceiling finish is wood
hh and plaster.
I Stairs and railings. Existing stairways shall comply
the requirements of these provisions. The code official
alternatives for stairways and railings if alternative
are found to be acceptable or are judged to meet the
provisions. Existing stairways shall comply with
I 103.
hceptlon: For buildings less than 3,000 square feet (279
existing conditions are permitted to remain at all stairs
rails.
Exit signs. The code official may accept alternative
dgnlocations where such signs would damage the historic
of thebuilding or structure. Such signs shall identify
and exit path.
HISTORIC BUILDINGS
1105.13 Exit stair live load. Existing historic stairways in
buildings changed to a Group R-1 or R-2 occupancy shall be
accepted where it can be shown that the stairway can support a
75-pounds-per-square-foot (366 kg/m2) live load.
1105.14 Natural light. When it is determined by the code offi-
cial that compliance with the natural light requirements of Sec-
tion 911.1 will lead to loss of historic character or historic
materials in the building, the existing level of natural lighting
shall be considered acceptable.
1105.15 Accessibility requirements. The provisions of Sec-
tion 912.8 shall apply to buildings and facilities designated as
historic structures that undergo a change of occupancy, unless
technically infeasible. Where compliance with the require-
ments for accessible routes, ramps, entrances, or toilet facilities
would threaten or destroy the historic significance of the build-
ing or facility, as determined by the authority having jurisdic-
tion, the alternative requirements of Sections I 104. I . 1 through
1104.1.5 for those elements shall be permitted.
sEcTloN 1106
STRUCTURAL
1106.1 General. Historic buildings. shall comply with the
applicable structural provisions for the work as classified in
Chapter 4.
Exception: The code official shall be authorized to accept
existing floors and approve operational controls that limit
the live load on any such floor.
1106.2 Unsafe structural elements. Where the code offrcial
determines that a component or a portion of a building or struc-
ture is dangerous as defined in this code and is in need ofrepair,
strengthening, or replacement by provisions of this code, only
that specific component or portion shall be required to be
repaired, strengthened or replaced.
EXISTING BUILDING CODE@ 53