201 5TH AVE S011
I
MILLT000 P"T6CT'
ARCHITECTS PLLC
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS / RESPONSE MATRIX
011508
SUB
0- 2006
- 2006
Er,
I mc
CB��.I.DiNG %LBqr
, _ )F 4 1
, ) - MON
CITY 0 W
LG
,31JI11-UNG DEPARTMEi.'!
17.1— Orr Fom()Nr�y�
I DEPT I# I I COMMENT I RESPONSE I
STRUC
001
(Ann Bullis)
The use of inturnescent paint on structural steel requires an
We don't agree. All
alternate design under Section 703.3 and 104.11. Such
assemblies indicated from the
inturnescent "paint" is not universal or generic; they have
first permit submittal to this last
various listings by U.L and other labs, for a specific
one have been attended with a
manufacturers design. Enclosed is ICC ES Acceptance
bonified UL listing which will
Criteria #23 for such fire resistance coatings.
take the guess work out of
product selection and
application. These assemblies
are further reinforced in the full
set with individual large format
sheets actually included in the
construction documents.
STRUIC
002
(Ann Bullis)
Structural plans show the 2"d story "roof over with a 100 psf
For phase l... the current job,
live load. If so, there should be two means of egress off of it.
this item has already been
Section 1014.1 and Table 1004.1.2
permitted. Also, with Phase 2,
the development of the
condo's, there will be two exits
from the roof.
STRUC
Oil
(Ann Bullis)
The 100 psf, the designer shows for the (2na story roof?)
First, this element has already
"deck" needs to be studied since that value is associated with
been permitted and is under
assembly occupancies. The gross roof deck, before the third
construction. Secondly, the
story is placed over it, would be (113')2 = 12,770 s.f. By IBC
condo and roof garden area
table 1004.1.2, the floor area per occupant is 15 s.f./occupant.
design is under development
If the assembly loading exceeds 300 occupants on the roof, it
and will be part of the Phase 2
would be 4,500 s.f., and would require an importance factor of
submittal that is separate from
i.b ne appiiea to seismic Torce ieveiS. AZjL;t t i aDie 9J.4.
the current permit.
Even if only part of the roof is intended to be used for this type
of use, how will the number of people be effectively controlled?
STRUC
015
(Ann Bullis)
The method of adhering or tying the stone veneer specified on
The stone cladding has been
Section 1/A4.2 should be shown on the architectural or
eliminated from the project.
structural drawings. Section 1405.6 or 1405.7
'511
Pa
I--
! up-9-11
�g ra c.e-� ARCHITECTS PLLC
OLD MILLTOWN, RENOVATIONS
CITY OF,EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS / RESPONSE MATRIX
01 1508
DEPT I # I I COMMENT
RESPONSE
ENG
001
(Jeanie
The civil plans were not updated to show the new DCDA
The new vault and DCDA
McConnell)
location and any changes, if any, to the location of the tie in at
location is now shown on the
the City main. The relocation of the DCDA will be reviewed
civil. There is no relocation of
under the civil plans. Please revise and resubmit.
the service connection.
ENG-
002
(Jeanie
All plan revisions shall be clouded with an associated revision
OK
McConnell)
number.
ENG
003
(Jeanie
The DCDA vault, per City standard details E7.8 and E7.8.1, is
We have modified the
McConnell)
indented for application on the exterior of the building. The
entrance conditions to
proposed location, as shown per the Architectural plans, is on
effectively place the entire
the interior of the building. The vault will not be approved in
vault at the exterior of the
the proposed location. Some of the concerns with this
building.
application include: lighting, drainage, replacement and
accessibility. Please revise the plans to show a configuration
similar to what was originally approved or with the vault
location on the exterior of the building on private property.
ENG
004
(Jeanie
The civils have been revised with regards to the grease
Will do...
McConnell)
interceptor location. Please show, revise or provide the
following:
a. Show separate lines to each kitchen facility for
connections directly to the sanitary sewer line and
connections directly to the grease interceptor. The
only waste lines connected directly to the sewer at
the time appear to be the bathroom facilities.
b. Show the connection of the outfall line from the
qrease interceptor to the 8" sewer line within the
building.—
c. The sewer line for.the new public restrooms and the
existing tenant space on the south end of Old
Milltown run through the same area as the proposed
sewer line to the grease interceptor. Provide invert
elevations and additional information as needed to
show there is no conflict between these lines or
revise the plans accordingly.
Page 2 of 3
ARCHITECTS PLLC
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS I RESPONSE MATRIX
011508
I DEPT I # I I COMMENT I RESPONSE
2
FIRE
001
(John
Cloud your revisions.
OK
Westfall)
FIRE
002
(John
Sheets A1.0.4, A2.0, & A2.01
Done
Westfall)
Update revised OCCUPANCY INFO and new calculations
from sheet A1.0 A
FIRE
003
(John
Fire protection vault is not allowed where designed -see
`,,ill do
Westfall)
Engineering comments. Please assure all sheets including
A1.0.4, A2.0, A2.0.1, F2.0, A2.7, A4.0, C3 and Fire
Connection permit are revised to show DCDA relocation
information.
FIRE
004
(John
Sheets A1.0.4, A2.0, A2.0.1, F2.0, and A2.7
Done
Westfall)
Exterior RETAIL doors (25) must open towards the direction of
egress: outside. Revise door -swing.
FIRE
005
(John
Sheets A1.0 C and A.2.0.1
Indicated
Westfall)
Provide approved "KEEP (CORRIDOR) CLEAR" signage
throughout exit corridor and on OPENING SCHEDULE
NOTES for doors 22, 49-54, and 60.
FIRE
006
(John
Sheet A.2.0.1
/
Will do
Westfall)
Callout FD lockbox symbol in vicinity of match line F.0/1.0.
FIRE
007
(John
Sheet A1.0.2 & A1.0.3, and C2
Inidicated there and along the
Westfall)
Assure 20'cle ' ar apparatus width to a height of 13'6" adjacen V
city alley way.
to building for FIRE LANE purposes.
FIRE
008
(John
Sheet A1.0.2 & A1.0.3, and C2
We have maintained the 20'
--------------
Westfall)—
Stripe and paint "FIRE LANE NO PARKIN(S' east otNEW- _
-required apparatus width as----
' " ' "
CONIC. CURB between parking and alley.
indicated, and moved the
former existing parallel parking
spaces from the alley to the
private property.
FIRE
009
(John
Sheet A1.0 C
OK...
Westfall)
Doors 34 and 43: delete "Door to remain open..." signs. The
only hardware provided shall be panic hardware.
Page 3 of 3
Wesffall, John
From: McMurphy, Linda
Sent: Tuesday, February 19, 2008 7:00 AM
To: Westfall, John; McConnell, Jeanie
Subject: RE: OMT Vault
Good Morning,
I've been out sick, Haven't seen any new plans yet but driving by looks like it is outside now. I need to look at the revised
plans otherwise I'm 0. K. with it.
Linda
----- Original Message -----
From: Westfall, John
Sent: Thursday, February 14, 2008 10:43 AM
To: McConnell, Jeanie; McMurphy, Linda
Subject- - RE: OMT Vault
Resub just like you say...
Vault in an exterior area, looking very much like a porch/patio. The wall is constructed to the south side of
vault.
John
----- Original Message -----
From: McConnell, Jeanie
Sent: Thursday, February 14, 2008 10:28 AM
To: Westfall, John; McMurphy, Linda
Subject: RE: OMT Vault
John,
Does that mean the vault is now inside the building or outside the building? What side of the vault was the wall
constructed on? I'm asking because they had told me they thought the would move the wall to the south so the
vault was outside. I haven't approved any plan revisions.
Thanks,
Jeanie
----- Original Message -----
From: Westfall, John
Sent: Thursday, February 14, 2008 10:01 AM
To: McConnell, Jeanie; McMurphy, Linda
Subject: OMT Vault
They've constructed exterior wall around.vault where it now sits. Are you two ok with that?
John
Message
Pagel of2
Wesffall, John
From: Bullis, Ann
Sent: Monday, February 11, 2008 12:53 PM
To: 'Marilyn Bishop'
Cc: Ralph W. Allen; Westfall, John; Urnbaugh, Theresa
Subject: RE: Old Milltown pre-app letter and questions
Ralph and Marilyn,
The Fire Marshal and I have reviewed the letter received via e-mail on January 22, 2008 regarding the
Old Milltown Phase II addition "response and questions" and we have the following comments. Some
of your specific questions could not be answered until the overall exiting design is addressed.
General response and additional code issues regarding 311d floor on age I of your letter dated Januga
15, 2008: It seems that a redesign of this floor is required to provide minimum exiting requirements for
all occupants.
• IBC 1004.8 requires that the occupant load of outdoor deck/court areas be assigned by the Building
Official. So that the Building Official can make an in ' formed decision, provide a letter from the
building owner stating how the deck/court areas will be used. Based on the information in the letter,
the architect can recommend an occupant load factor to apply from IBC Table 1004. 1. 1. The letter
needs to address if the deck areas will be private only, used only by the condominium owners and
their guests, or will it be used for business purposes, or will the general public have access, etc.
Please be specific and realistic about how the deck/court areas will be used. -
• Provide a letter from the building owner stating how the theater, game room, gym and bathroom will
be used and by who. The letter needs to address if these areas will be private only, used by the
condominium owners and their guests, or will it be used for business purposes, or will the general
public have access, etc. Also, what types of activities are proposed for the gym? Is this used as an
exercise room?
Make it clear on the plan that the library will not be a common area, as noted in your letter.
Where 2 exits are required from each dwelling unit (WAC 51-50-1019.1) and the common assembly
.area, exits must be spaced apart 1/3 the overall diagonal distance of the room/area served. Please
show on the plans for unit 1, 2 and common assembly area (game, theater, gym).
Once the occupants exit the dwelling units or the common assembly area, they must still have access
to 2 exits. Show/clarify how this will be met, and show the exit paths of travel to the public way.
(IBC 1019 and WAC 51-50-1019.1)
Doors serving an area of 50 or more must swing in the direction of travel (for example on your plan,
exit doors from the north deck area must swing in the direction of travel since the occupant load
exceeds 50 (this needs to be further addressed as noted in bullet I above).
Dimension the required exit widths on the deck areas where the path narrows near the exterior
walls. Also, see bullet below regarding security gates, blocking of exit path, etc.
Note/show on the plan if the theater will have fixed seats or moveable seats.
Exit door hardware (locking devices) for security reasons needs to be addressed during plan review
as well, so the exit pathways are "openable from the egress side without key, special knowledge or
effort". IBC 1008.1.8
As discussed at the preapplication meeting, blocking paths of exit travel from the deck areas to the 2
required exits from the deck areas is still a realistic concern and needs to be addressed. Although the
intended condominium owners of the 3d floor may approve of the design concept for the deck areas
2/11/2008
Message Page 2 of 2
to be open throughout the 3d floor, it is likely that future owners would install gates or similar
obstruction for security reasons which would likely obstruct access to exits. Also, please explain the
hatched areas on the plans and what is separating the hatched areas of the deck from the unhatched
areas. Please address.
Response to additional uestions on a2e 2 of your letter dated Janupa 15, 2008:
• Item 1: The specific answer depends on your responses to our questions and issues raised above
for the overall exiting from this floor. Where the deck/court is part of the exit discharge, IBC
1024.5 would have to be met.
• Item 2: Again, the specific answer depends on your responses to our questions and issues raised
above for the overall exiting from ' this floor.
Item 3: We will have to defer the answer to this item until plan review of the project.
Item 4: The non-combustible construction of the trellises shown on the plan would be permitted.
Sincerely,
Ann Buffis
Assistant Building Official
City of Edmonds
(425)771-0220
bullis@ci.edmonds.wa.us
----- Original Message -----
From: Marilyn Bishop [mailto:mbishop@gracearchitectspllc.com]
Sent: Tuesday, January 22, 2008 11:37 AM
To: Bullis, Ann
Cc: Ralph W. Allen
Subject: Old Milltown pre-app letter and questions
Ann,
This is a follow up to our Pre-App. meeting on January loth. We would appreciate it you could
respond to a few comments and questions (see attached).
Thank you,
Marilyn
Marilyn Bishop, Architect
GRACE Architects PLLC
1927 Post Alley
Seattle, WA 98101
T 206-788-4608
F 206-682-3159
C 206-898-2620
77
F7
2/11/2008
IBC 1004.8 requires that the occupant load of outdoor deck/court areas be assigned
by the Building Official. So that the Building Official can make an informed
decision, provide a letter from the building owner stating how the deck/court areas
will be used. Based on the information in the letter, the architect can recommend an
occupant load factor to apply from IBC Table 1004. 1. 1. The letter needs to address if
the deck areas will be private only, used only by the condominium owners and their
guests, or will it be used for business purposes, or will the general public have access,
etc. Please be specific and realistic about how the deck/court areas will be used.
Ann: I agree the architect should be driving this thing. The more I look, I do not see
a practical public use for these patios that are picture windows outside the private
dwellings, for everyday or even emergency use. I believe we should steer him to
-alternative: second exit from. the. "Public"' patio/barbecue area -and fencing,
off the private patios dedicated to each dwelling.
• Provide a letter from the building owner stating how the theater, game room, gym and
bathroom will be used and by whom. The letter needs to address if these areas will be
private only, used by the condominium owners and their guests, or will it be used for
business purposes, or will the general public have access, etc. Also, what types of
activities are proposed for the gym? Is this used, as an exercise room? .
• Make it clear on the plan that the library will not be a common area, as noted in your
letter.
• Where 2 exits are required from each dwelling unit (WAC 51-50-1019.1) and the
common assembly area, exits must be spaced apart 1/3 the overall diagonal distance
of the room/area served. Please show on the plans for unit 1, 2 and common
assembly area (game, theater, gym).
• Once the occupants exit the dwelling units or the common assembly area, they must
still have access to 2 exits. Show/clarify how this will be met, and show the exit
paths of travel to the public way. (IBC 1019 and WAC 51-50-1019.1)
• Doors serving an area of 50 or more must swing in the direction of travel (for
example on your plan, exit doors from the north deck area must swing in the direction
of travel since the occupant load exceeds 50 (this needs to be ftirther addressed as
noted in bullet I above.
Dimension the required exit widths on the deck areas where the path narrows near the
exterior walls.
I don't think this is a practical egress and will become a problem through the
private dwelling space. I would suggest he redesign second egress system away from
dwellings and perimeter of deck.
• Note/show on the plan if the theater will have fixed seats or moveable seats.
• Exit door hardware (locking devices) for security reasons needs to be addressed
during plan review as well, so the exit pathways are "openable from the egress side
without key, special knowledge or effort". IBC 1008.1.8
Thanks, please assure to eliminate any human dependence for building safety.
As discussed at the preapplication meeting, blocking paths of exit travel from the
deck areas to the 2 required exits from the deck areas is still a realistic concern and
needs to be addressed. Although the intended condominium owners of the 3 d floor
may approve of the design concept for the deck areas to be open throughout the 3 d
floor, it is likely that future owners would install gates or similar obstruction for
security reasons which would likely obstruct access to exits. Also, please explain the
hatched areas on the plans and what is separating the hatched areas of the deck from
the unhatched areas. Please address.
Again, I suggest we have him redesign vs. seeking justification. He will be gone when
I receive the complaints and have to provide some accommodation for the sake of
occupant safety. I wish for a dependable, practical egress from all points.
Westfall, John
From:
Westfall, John -
Sent:
Friday, February 68, 2008 3:18 PM
To:
'Bullis, Ann'
Cc:
'Graf, Jeannine'
Subject:
codeinfojjw.doc
ns—�tsl
mdeinfobw.doc (30
KB)
Message
Page I of I
Westfall, John
From: Bullis, Ann
Sent: Friday, February 01, 2008 7:22 AM
To: 'Marilyn Bishop'
Cc: Ralph W. Allen; Westfall, John
Subject: RE: Old Milltown pre-app letter and questions
Marilyn,
Building and Fire Depts are still working on response to your list of questions and will get back to you next week.
Sincerely,
Ann Bullis
Assistant Building Official
City of Edmonds
(425)771-0220
bullis@ci.edmonds.wa.us
----- Original Message -----
From: Marilyn Bishop [maiIto:mbishop@gracearchitectsplic.com]
Sent: Tuesday, January 22, 2008 11:37 AM
To: Bullis ' Ann
Cc: Ralph W. Allen
Subject: Old Milltown pre-app letter and questions
Ann,
This is a follow up to our Pre-App. meeting on January loth. We woutcl appreciate it you coutd
respond to a few comments and questions (see attached).
Thank you,
Marilyn
Marilyn Bishop, Architect
GRACE Architects PLLC
1927 Post Alley
Seattle, WA 98101
T 206-788-4608
F 206-682-3159
C 206-898-2620
= AAC�til If V,713 Pi t,C
2/1/2008
Message Page I of 2
Wesffall, John
From: Westfall, John
Sent: Monday, January 28, 2008 7:03 PM
To: 'Ralph W. Allen'
Cc: Marilyn Bishop; Caelum Roberts
Subject: RE: clarifications?
----- Original Message -----
From: Ralph W. Allen [mailto:rwallen@gracearchitectspllc.com]
Sent: Monday, January 28, 2008 3:41 PM
To: Westfall, John
Cc: Marilyn Bishop; Caelum Roberts
Subject: clarifications?
Hi John, we are hurriedly ... and belatedly running to get our revisions in related to your comments on our revised
submittal of 11/27/01. 1 have emebedded a few questions on your items below ... can you clarify at appropriate?
Thanks
Ralph
BLDG
002
(John
Sheets A1.0.4, A2.0, & A2.01
John, I am unclear what this
Westfall)
Update revised OCCUPANCY INFO and new
relates to ... The modifications
calculations from sheet A1.0 A
that we made to the phase 1
permit for the job as of 11/27
were so minute in this regard...
please advise?
We certainly will update
accordingly just want to make
sure that I am not missing
anything...
Please deconflict the
occupancy types, area &
# occupants on these
sheets- they are all
different.
BLDG
003
(John
Fire protection vault is not allowed where designed -see
Will do
Westfall)
Engineering comments. Please assure all sheets
including A1.0.4, A2.0, A2.0.1, F2.0, A21, A4.0, C3 and
Fire Connection permit are revised to show DCDA
relocation information.
Ok -proposed changes
were not reflecting
through all views.
BLDG
004
(John
Sheets A1.0.4, A2.0, A2.0.1, F2.0, and A2.7
This door is moved to create
Westfall)
Exterior RETAIL doors (25) must open towards the
the exterior space for the vault,
direction of egress: outside. Revise door -swing.
but still serves less than 50
occupants ... are we still
required to swing it in the
direction of travel?
11/27/07 submittal
shows interior space-63
occupants -requires 2
exits -swinging in
I
direction of egress...
BLDG
005
(John
Sheets A1.0 C and A.2.0.1
OK, though thought we were
Westfall)
Provide approved 'KEEP (CORRIDOR) CLEAR"
covered with this from the
signage throughout exit corridor and on OPENING
permit set? Nothing has
SCHEDULE NOTES for doors 22, 49-54, and 60.
substantively changed with the
revision of 11 27 07
My apologies if you've
1/28/2008
Message
Page 2 of 2
added this somewhere
else. The opening
schedule seems
appropriate place to
,note.
BLDG
006
(John
Sheet A.2.0.1
Will do
Westfall)
Callout FID lockbox symbol in vicinity of match line
F.0/1.0.
Ok
BLDG
007
(John
Sheet A1.0.2 & A1.0.3, and C2
This corresponds to our fire
Westfall)
Assure 20' clear apparatus width to a height of 13' 6"
easement in the east west
adjacent to building.for FIRE LANE purposes.
direction I assume ... ?
Yes
BLDG
008
(John
Sheet A1.0.2 & A1.0.3, and C2
I am a bit confused on this
Westfall)
Stripe and paint "FIRE LANE — NO PARKING" east of
one ... I understand where you
NEW CONC. CURB between parking and alley.
are asking for this, but it is a
new requirement from our
permitted documents. We
were hoping to move the old
parallel parking spots from the
Alley over to adjacent to the
curb .... will this work for you in
leaving adequate access?
Is it meeting 007 specs?
A portion may overlap
alley way.
1/28/2008
�'Aessage
Page 1 of 2
Westfall, John
From: Westfall, John
Sent: Thursday, January 24, 2008 3:17 PM
To: Bullis, Ann
Subject: RE: Old Milltown pre-app letter and questions
Ann:
My notes-1 don't know if this will help you...?
Identify and confine private patios and common patios- it is unreasonable to expect that
egress will remain unimpaired across windowed private patio areas.
Private deck areas classed as R2 dwellings "open space" IBC 1048. Open area provide exit
widths & # exits (for A3) classified as R2 ?
Meet required # of exits and max distances from each space and private patio in every
dwelling unit.
Accessibility & security issues requiring panic hardware at exit gate. Door schedule includes
proposed security hardware.
Exterior uncovered assembly areas are not sprinklered=reduced protection. Treat common
patio (1313Q deck area) as unsprinklered area for exit distances. (Sprinkler sidewalls up to
16'into common patio area?)
Occupancy separation A3 / R required only on 3rd floor interior walls, partitions, barriers not
R2 / (exterior) R open areas.
Interior sprinklered (common/public) congregation areas = A3.
John
----- Original Message -----
From: Bullis, Ann
Sent: Wednesday, January 23, 2008 3:58 PM
To: Westfall, John
Subject: FW: Old Milltown pre-app letter and questions
Let's talk about this at 1:00 tomorrow too
Ann Bullis
Assistant Building Official
City of Edmonds
(425)771-0220
builis@ci.edmonds.wa.us
----- Original Message -----
From: Marilyn Bishop [mailto:mbishop@gracearchitectspllc.com]
Sent: Tuesday, January 22, 2008 11:37 AM
1/24/2008
Message Page 2 of 11
To: Bullis, Ann
Ca Ralph W. Allen
Subject: Old Milltown pre-app letter and questions
Ann,
This is a follow up to our Pre-App. meeting on January loth. We would appreciate it you could
respond to a few comments and questions (see attached).
Thank you,
Marilyn
Marilyn Bishop, Architect
GRACE Architects PLLC
1927 Post Alley
Seattle, WA 98101
T 206-7884608
F 206-682-3159
C 206-898-2620
v�
r a
17, 7e
1/24/2008
ECTS PU_ C
ArCHITEG
January 15, 2008
Project: 201 5" Ave. S.
Old Milltown - Phase 11
RE: Pre-App. Meeting response and questions
TO: Ann Bullis, Assistant Building Official
The following is a partial list of responses to your list of comments issued the pre -
application meeting that took place on January 1 oth , 2008:
4) 3rd floor dwellings would be an R2 occupancy and common area (gym, game,
entertainment, library, etc.) would be an A3 occupancy.
A3 occupancies have been added to the Td floor condo. unit #11. The Game room andeL
Theater are calculated for 15 occupants/ sf, and the Gym is calculated at 50 occupants/
sf. The Library will not be used as a common room, and so is included as part of the
Lee Residence at 200 sf/ occupant. No rated separation between occupancies will be
required as the entire building can be classified as -an A occupancy, and meets the
requirements for height and area —for'Nonseparated occupancies' (IBC 508.3.2).
Because of the increased occupant load with the A3 occupancies, and thus the
increased required width of the stair, we would like to propose an occupant load of 17
occupants/ sf for the deck area. This would reduce the occupant load sufficiently to
leave the stair with a 4'-8" clear width. We are pressed for additional room to widen the
stair, and believe that the occupant load at the deck most likely will never reach such
high numbers. Please see attached PDF for 3rd floor exiting revisions.
12) The southeast exit stair from the 3rd floor must be located in accordance with IBC
1024.3 per IBC 1023.5 — see errata that refers you to 1024.3) to protect the occupant
while exiting.
We propose leaving the current location of the exit at the SE corner. The adjacent
building is 10 -1 5'feet away from the east property line. We will provide a concrete
parapet with a minimum height of 42" above the deck at the top of the east wall. This
corner location is ideal for meeting the grade of the alley for an accessible exit.
13) Required exits must be accessible per IBC 1007.
The SE corner exit at the 3rd floor will be accessible at grade. The central stair also
meets the criteria for an accessible means of egress per IBC 1007.3 exception 1. and 2,
which says that unenclosed exit stairs are not required to have areas of refuge in
sprinklered buildings. The elevator is not required to be accessible as per IBC 1007.4 as
an elevator is not required for 3 residential units (Type B units are required for four or
more dwelling units — IBC 1107.6.2.1.2).
1927 Post Alley p 206-957-9800
Seattle, WA 98101 f 206-682-3159
www.gracearchitectspllc.com
4
Project Name - Description
Date
Page 2
LA
e,K
The following are additional questions that we did not get a chance to discuss at out pre-
app. meeting and would like to have addressed before our permit submittal:
1) We propose a one hour rating for all exterior and interior bearing walls and for
nonbearing exterior walls that are closer than 30'to the property line. Areonehour
rated walls with % hour rated windows required at the exterior path to the exit stair
between units #1 and #2, and along the south wall as defined in IBC 1024.5 Egress
Courts?
2) What is the definition and therefore rating of the lobby area with unenclosed stair and
enclosed elevator? Should it have the same rating as a corridor (1/2 hour) with 20
min. rated doors, or should it be rated as a 'Vertical Exit Enclosure'with one hour
rated walls and doors?
3) We are proposing structural fiberglass and aluminum sandwich panel skylights for
the same lobby area as discussed above, as an architectural feature. We are
meeting all of the requirements for plastic skylights per IBC 2609.4 in terms of
maximum area and class of plastic. Are there any additional requirements or
concerns? This again may relate to the definition of the space.
4) Is the painted steel trellis at the north deck and over the 2nd floor south entry an
acceptable material? Is there any requirement for one hour rated construction?
Thanks for your help.
Sincerely,
Marilyn Bishop
9
4;
0
EXTERIOR DE
OCCUPANCY
994 NET SF/ 1
58 OCC.
2 EXITS REM
(OVER 50 OC(
c tv
O-V
EXTERIOR DECK
OCCUPANCY TYPE-A-3
1,141 NET SFI 17 SF
67 OCC.
2 EXITS REQ'D (OVER 50 OCC.)
THIRD FLOOR PLAN
1/16" = l'—O"
F-
(r
w
x
0
GYM.
OCCUPANCY TYPE-A3
208 GROSS SF/ 50 SF
4 OCC.
1 EXITS REQ'D
(< 50 OCC.)
EXTERIOR DECK
OCCUPANCY TYPE-A-3
1,146 NET SF/ '17 SF
67 OCC.
2 EXITS REQ'D
(OVER 50 OCC.)
I
L
L
Wesffall, John
From:
Westfall, John
Sent:
Friday, January 11, 2008 2:29 PM
To:
McConnell, Jeanie; Bowman, Duane; Gebert, David
Cc:
Bullis, Ann
Subject:
RE: RE: Closed Alley by Old Milltown
Jeanie:
Natch.
I didn't know about but doesn't impair fire access.
John
----- Original Message -----
From: McConnell, Jeanie
Sent: Friday, January 11, 2008 2:19 PM
To: Bowman, Duane; Gebert, David; Westfall, John
Cc: Bullis, Ann
Subject: FW: RE: Closed Alley by Old Milltown
Please find attached some pictures of the alley closure that Old Milltown contractor has put in place. This is the
section of the alley that runs north from Maple Street along the east side of the Old Milltown upper parking lot and then
east up the hill to 6th. As far as I know they never gained approval for this closure.
At this time the only one complaining to Engineering is the garbage hauler. I guess they have to back down the alley
from 6th Ave to service the properties along the alley.
I talked to Ann about this wondering if she knew anything and the only thing she could think of is that maybe they were
waiting for the 28 day cure on the retaining wall that was poured on the south wall of the "remodel". She was never
informed of the need for closure either.
As this project is sensitive, I wanted to check with all of you before I proceeded forward with contacting them.
Thank you,
Jeanie
----- Original Message -----
From: Collins, Jennifer
Sent: Thursday, January 03, 2008 4:13 PM
To: McConnell, Jeanie
Subject: RE: Closed Alley by Old Milltown
Here are the'pics that James and Jacob took regarding the closed alley. << File: Old — Milltown — 2007 — 0618 (023).jpg
>> <<File: Old — Milltown-2007-0618(028).jpg >> << File: Old—Milltown-2007-0618(027).jpg >> << File:
Old—Milltown-2007 — 0618(026).jpg >> << File: Old—Milltown-2007-0618(025).jpg >> << File: Old—Milltown-2007-
0618(024).jpg >>
Jennifer Collins
Engineering Technician
City of Edmonds
425-771-0220 ext 1321
coil insj@ci.edmonds.wa.us
MEMORANDUM
Date: January 2, 2008
To: Development Services Lead Theresa Umbau h
From: John Westfall, Fire Marshal (425) 771-0213
Subject: BLD20060845 Old Milltown Phase 1 Revision 7
201 5 1h Avenue S.
The Fire Department provides the following comments and corrections in accordance with the 2003
International Fire Code and Edmonds Community Development Code:
1. Cloud your revisions.
2. Sheets A11.0.4, A2.0, & A2.01
Update revised OCCUPANCY INFO and new calculations from sheet A1.0 A
3. Fire protection vault is not allowed where designed -see Engineering comments. Please
assure all sheets including A1.0.4, A2.0, A2.0.1, F2.0, A2.7, A4.0, C3 and Fire Connection
permit are revised to show DCDA relocation information.
4. Sheets A1.0.4, A2.0, A2.0.1, F2.0, and A2.7
Exterior RETAIL doors (25) must open towards the direction of egress: outside. Revise
door -swing.
5. Sheets A1.0 C and A.2.0.1
Provide approved "KEEP (CORRIDOR) CLEAR" signage throughout exit corridor and on
OPENING SCHEDULE NOTES for doors 22, 49-54, and 60.
6. Sheet A.2.0.1
Callout FD lockbox symbol in vicinity of match line F.0/1.0.
7. Sheet A1.0.2 & A1.0.3, and C2
Assure 20' clear apparatus width to a height of 13'6" adjacent to building for FIRE LANE
purposes.
8. Sheet A1.0.2 & A1.0.3, and C2
Stripe and paint "FIRE LANE — NO PARKING"east of NEW CONC. CURB between parking
and alley.
City of Edmonds Sb Office of Fire Marshal
so .
9. Sheet A1.0 C
Doors 34 and 43
panic hardware.
delete "Door to remain open..." signs. The only hardware provided shall be
Cc: Mr. Ralph Allen, AIA rwallen(a-)-brid-gepm. net, fax 206-783-2037
Engineering Program Manager Jeanie McConnell
Assistant Building Official Ann Bullis
2
Wesffall, John
From:
Westfall, John
Sent:
Wednesday, January 02, 2008 3:23 PM
To:
Umbaugh, Theresa
Cc:
'Ralph W. Allen'
Subject:
BLD20060845 Old Mill Town Rev Tdoc
FD corrections Rev 7
Enn 1�—
L 7
__J
BLD20060845 Old
Mill Town Rev...
Wesffall, John
From:
Westfall, John
Sent:
Wednesday, January 02, 2008 3:20 PM
To:
Bullis, Ann; McConnell, Jeanie
Cc:
Smith, Mike
Subject:
BLD20060845 Old Mill Town Rev 7.doc
r _7&
!n
LLJ
BLD20060845 Old
Mill Town Rev ...
Old Milltown - Renovation
CVY OF EDMONDS GARY HAAKENSON
of dmonds MAYOR
5 VMVYW415) 771-0221
Website: www.ci.edmonds.wa.us
DEVELbKft§?tF�*k5RTCES DEP%0MhW9Q4 www.edmondsfire.org
cr. I ()",Planning - Building - Engineering
Plan Review Comments
Application#: —bld2006O845 Date: January 2, 2008
Project Name/Address: Old Milltown/201 5 1h Ave S - Grease Interceptor and QCDA Relocation
Contact Person/Address/Fax: : Ralph Allen / e-mail: rwallen(a�gracearchitectspllc.com
Reviewer: Jeanie McConnell Division: Engineering
The resubmittal for the subject application has been reviewed but cannot be completed until the
following items have been addr'essed/corrected.
Please provide a written response to each item and resubmit 3 sets of revised drawings to Theresa
Umbau2h, Permit Coordinator.
The civil plans were not updated to show the new DCDA location and any changes, if any, to the location of
the tie in at the City main. The relocation of the DCDA will be r.-viewed under the civil plans. Please
revise and resubmit.
2. All plan revisions shall be clouded with an associated revision number.
3. The DCDA vault, per City standard details E7.8 and E7.8.1, is intended for application on the exterior- of the
building. The proposed location, as shown per the Architectural plans, is on the interior of the building.
The vault will not be approved in the proposed location. Some of the concerns with this application include:
lighting, drainage, replacement and accessibility. Please revise the plans to show a configuration similar to
what was originally approved or with the vault location on the exterior of the building on private property.
4. The civils have been revised with regards to the grease interceptor location. Please show, revise or provide
the following:
a., Show separate lines to each kitchen facility for connections directly to the the sanitary sewer line and
connections directly to the grease interceptor. The only waste lines connected directly to the sewer at
this time appear to be the bathroom facilities.
b. Show the connection of the outfall line from the grease interceptor to the 8" sewer line within the
building.
c. The sewer line for the new public restrooms and the existing tenant spaces on the south end of Old
Milltown run through the same area as the proposed sewer line to the grease interceptor. Provide
invert elevations and additional information as needed to show there is no conflict between these
lines or revise the plans accordingly.
DATE E-MAILED 1/2/08
Incorporated August 11, 1890
Sister City - Hekinan, Japan
PAGE(s) I of I
Date: January 10, 2008
To: Development Services Lead Theresa Umbaugh
o/
From: John Westfall, Fire Marshal (425) 771-0213
Subje ct: Preapp Old Mill Town Third Floor Condos 201 51h Ave S.
The Fire Department provides the following comments and corrections in accordance with the 2006
International Fire and Edmonds Community Development.Codes:
1. Verify code references used with correct code edition.
2. Use NFPA vs. NFRA.
3. What is NRCA Edition 5?
4. Call out uses in all spaces.
6.--4 le -!* 9poper
6. Callout required permits/submittals include:
a. Fire Sprinkler System Permit
i. Callout NFPA 13 iaw IFC 903.3.1.1.
ii. Provide additional hydraulic calculations for new sprinkler design area.
iii. Protect covered R2 and A3 areas and other spaces such as BBQ area.
iv. Dry system protection required in unheated garage and rooftop areas.
b. Fire Alarm Permit
Fire alarm system is required for the purposes of manual and automatic
detection in exit corridors, passageways and common areas, off -site sprinkler
system monitoring, local alarm audible/visua,l notification and exterior audibility.
c. Fire Protection Footprint
Callout Fire Protection Footprint is required (attached).
d. Fire Safety & Evacuation Guide
Provide a guide which describes the location, function and use of fire protection
equipment and appliances accessible to residents, including fire alarm systems,
smoke alarms, and portable fire extinguishers in R2 apartments and
condominiums. Email westfallO)ci.edmonds.wa.us for example. IFC 408.9
7. Call out exit signs and emergency illumination along rooftop egress.
8. Provide minimum rated 2A: 1 OB:C portable fire extinguishers within 75' travel distance from every
space at each level. Id
9. Calculate aggregate occupant load for 3 floor.
10. Revise fire protection footprint
Cc: Applicant
City of Edmonds �b Office of Fire Marshal
OV ED4f
0
Co t."
City of Edmonds-fLr
PRE -APPLICATION COMMENTS
BUILDING DIVISION
DATE January 10, 2008
STAFF: Ann Bullis, Assistant Building Official
RE: Project Address: 201 5h Ave S
Old Milltown — Phase II
Third floor addition with some change to uses and layout of floors I & 2
The review for a pre -application meeting is only preliminary in nature and although detailed plans were
provided a complete plan review was not performed. For preliminary comments we provide the
following:
1) Codes in effect at the time of this meeting:
a) 2006 International Building Code (including Accessibility) with State Amendments
b) 2006 International Mechanical Code (including International Fuel Gas Code) with State
Amendments
c) 2006 International Fire Code with State Amendments
d) 2006 Uniform Plumbing Code with State Amendments U�
e) 2006 Washington State Energy Code (WAC 5 1 -11)
f) 2006 Washington State Ventilation Indoor Air Quality Code (WAC 51-13)
g) Edmonds Community Development Code
2) List all deferred submittals on the cover sheet of the plans. The City prefers that mechanical and
plumbing plans be included with and issued with the maitf building permit to help avoid any
construction delays, however they can be deferred. Other common deferred items are fire sprinkler,
fire alarm, signs, side sewer, water meter, shop drawings, State electrical, State elevator, etc.
3) Reference the proposed easement for fire separation distance and egress on south property.
4) Yd floor dwellings would be an R2 occupancy and common area (gym, game, entertainment, library,
etc) would be an A3 occupancy.
5) On the approved plans for the current remodel permit of Old Milltown, there is a 3 hour fire wall that
essentially follows gridline H through the building to separate Type VA and VB construction. This
needs to be addressed and clearly shown on the plans. It must extend vertically from foundation
through to a point 30" above the roof and meet exterior wall termination requirements, with no offsets.
See IBC 705 for all fire wall construction requirements.
6) Clearly show on the plans and sections, the mechanical vent terminations (supply and exhaust).
7) The building must be fully sprinkled with an NFPA- 13 system — see Fire Marshal comments regarding
fire sprinkler and fire alarm requirements.
8) Clearly note on the coversheet of the plans which code exceptions the automatic sprinkler system will
be used for in the design.
9) Clearly show the location of the property line at the alley on the site plan. The alley is 15 feet wide, so
half of the alley can be used for fire separation distance purposes for exterior walls and openings.
10) Clearly show the dimensions from the property lines and center line of alley to the exterior walls of the
building. Show the fire ratings of the exterior walls, parapets (unless exception is used), and provide
Building Division Pre -application Comments I
calculations,to justify percentage of openings in exterior walls due to proximity to property line must
meet IBC 602 and openings:
11) On each floor, occupants must have access to a minimum of 2 exits spaced apart 1/3 the diagonal
distance of the floor (113C 1019.1). Clearly show this on the plans.
12) The southeast exit stair from the 3d floor must be located in accordance with IBC 1024.3 per EBC
1023.5 — see errata that refers you to 1024.3) to protect the occupant while exiting.
13) Required exits must be accessible per IBC 1007.
14) The common path of egress travel must meet IBC 1014.3 (also see IBC 1002 for definition of
Common Path of Egress Travel). Clearly show this on the plans.
15) Justify deck areas (which are considered occupiable spaces) from fire separation distance requirements.
16) Combustible exterior wall coverings must comply with IBC 1406.
17) The common path of egress travel cannot exceed 100 feet for a fully sprinkled building. IBC 1014.3
(also see IBC 1002 for definition of Common Path of Egress Travel). Clearly show this on the plans.
18) Where ducts, exhaust fans, can lights, etc. penetrate the I -hour fire rated assemblies, show how the
rating will be maintained, such as with lined joist bays, vertical shafts, soffits, etc., and provide
details.
19) The building/site must be barrier free accessible including the main entrance, maneuvering distances,
parking, pedestrian access from the public street, restrooms, required exits, etc. Dwellings must be
Type B accessible. Provide details showing compliance.
20) Contact Steve Fisher, Recycling Coordinator, at 425-771-0235 regarding dumpster enclosure location
and size.
21) Contact Linda McMurphy, Cross -connection Control Specialist, at 425-771-0235 regarding premise
isolation requirements to protect the public water system.
FREQUENTLY OVERLOOKED ITEMS
The following is a list of frequently overlooked items that apply to many projects. They are listed as a
tool to help minimize corrections required during plan review.
General
• Incomplete submittals, insufficient number of copies, plans not separated out
• General coordination of all plans not done prior to permit submittal nor throughout resubmittals
(architectural, structural, landscape, civil, mechanical, plumbing, fire sprinkler, etc.)
• Overall coordination of plans with details clearly and accurately referenced throughout the plans
as to where they apply. For example, a fire rated wall must be clearly identified and refer to a
construction detail that accurately describes how the wall is to be constructed so it meets the
listed and tested assembly requirements, including insulation for sound transmission control if
applicable, and the listed and tested assembly provided.
Deferred submittals and separate permits not called out on plans
Site plan, landscape plan and civil plan not to same scale —usually a vast difference between
landscape plan and civil for parking space width, planters, patios, driveway width, location of
electrical equipment, parking spaces, etc.
Shoring plan not submitted with initial application or submitted very late in the process; plans
show shoring extending onto adjacent private property or into City RW
Energy calculations deferred to mechanical permit submittal, energy submitted late which affects
framing approval
Allowable area calculations not provided with permit application, yards on site plans not
adequately shown
Fire hydrant locations not specified at pre -application meeting
Building Division Pre -application Conunents 2
• Structures that require a permit are shown on landscape plans not on architecturals
• Stairs, landings,. walkways, ramps, architectural projections, cantilevers, bay windows, etc. not
shown on site plans
• Garage headroom to obstructions such as sprinkler heads, pipes, ducts, beams, insulation
• Plans do not clearly show that a return air plenum will be provided which can affect other
architectural code issues.
Fire Resistive Construction
• Fire ratings -and locations of required occupancy separations, fire walls, horizontal separation
walls, exit passageways, corridors, exterior walls, etc not clearly specified on floor plans and in
section views
• Listed and tested fire -rated assemblies not specified on plans and do not match construction
details
• Listed and tested fire -rated assemblies and details showing structural frame protection (such as
for columns and beams) not provided on plans, including those within wall and floor -ceiling
assemblies
• Fire -stopping details and products not specified on plans, or listed as a deferred submittal.
• Fire rated corridor detail not provided
• Column jacketing in parking garage to protect fire -resistive covering from damage
Mechanical/Plumbiniz
• If plumbing is a deferred submittal, it is commonly submitted for permit without adequate time
for the City to review, process and issue the permit, thereby holding up the underground
plumbing work on site.
• Locations of all fire/smoke dampers not shown on mechanical plans
• Routing of exhaust ducts, dryer vents, gas appliance vents, HVAC ductwork not coordinated
prior to issuance of main permit
• Locations and construction details of all mechanical shafts not provided on plans
• Mechanical exhaust outlet locations, especially for parking garage exhaust not shown on floor
plans, roof plans, sections and elevations (generator location not approved by ADB and placed in
setback areas)
• Appropriate cross -connection control devices provided at the property line on domestic water
line, fire sprinkler line, and irrigation line.
• Appropriate cross -connection control devices provided on fixtures within the building.
Exiting
• General exiting configuration not submitted at pre -application meeting, creates redesign in many
cases
• Exit enclosure must exit directly to the outside or to an exit passageway
• Elevators not permitted to open into exit passageways, lobbies not provided when required
• Occupant load calculations not included with permit application
• Common path of exit travel not shown.
Accessibility
• Accessible signage location and details not provided on plans
• Accessible means of egress and areas of refuge not shown on plans
• Length and width of accessible parking space not shown on plans
• Accessible cross walk not provided with in route of travel when crossing vehicular drive aisles
Building Division Pre -application Comments 3
Accessible route of travel not complete nor adequately detailed on the plans. For example, from
the public way (sidewalk) to the main building entrance, from the accessible parking space(s) to
the building entrance, to mailboxes, dumpsters, and accessory buildings, and throughout
building. Detail ramps, slopes, handrails, landings, width of path of travel, etc.
Building Division Pre -application Comments 4
OV EDA'
CITY OF EDMONDS
th
121 5 Avenue North - Edmonds, WA 98020
Phone: 425.771.0220 - Fax: 425.771.0221 - Web: www.ci.edmonds.wa.us
DEVELOPMENT SERVICEs DEPARTMENT:PLANNINGDIVISION
tion Meeting
Date:
January 10, 2008
Review By:
Mike Clugston, Planning Division
Project Name:
Old Milltown 3d Floor Condominiums
Site Address:
201 5 th Avenue South
Zone:
Downtown Business - Downtown Retail Core (BD-1)
Contact:
Ralph Allen, Grace Architects (206-957-9800)
Description:
, 3 residential units
use
Proposed Use: Multiple Residential — 3 dwelling units with enclosed parking.
Allowed Use: Yes. Multiple residential use is permitted pursuant to Edmonds Community Development
Code (ECDC) 16.43.020.
Mvelopment Standards
Setbacks: There are no property line setbacks in the BD-1 zone with the exception of a required 15'
setback from any adjacent R-zoned property. In this case, that exception does not apply. Most of the
third floor is not built to the property line thereby giving the appearance of a varied setback. A small
portion of roof of the Danielson residence (northeast corner near the gazebo) appears to protrude into the
right-of-way.
Heiaht: Maximum height is 30 feet for buildings with a ground floor ceiling height of 15 feet. Existing
buildings may be added onto or remodeled without adjusting the existing height of the ground floor to
meet the specified minimum height so long as the addition or remodel does not increase the building
footprint or its frontage along a street by more than 25 percent. The proposal actually appears to meet
both criteria because the building was a remodel.
According to the Site Plan provided (A-1.0), the average grade is 67.74 feet which makes the maximum
height 97.74 feet. The third floor addition appears to meet the requirement. The chimney built into the
gazebo on the northwest corner also appears to meet the 97.74 foot limit. However, it appears that four
chimneys aad_a_cen1Lal_skyIighted atrium area containing an elevator and stairwell exceed the maximum
tfe--ight.
);� Chimneys
Several height exceptions are defined in ECDC 21.40.030. Portions applicable to this project are
described below:
3. Elevator penthouses, not to exceed 72 square feet in horizontal section, or three feet in
height, for that portion above the height limit;
4. Chimneys, not to exceed nine square feet in horizontal section or more than three feet in
height, for that portion above the height limit. In RM districts, chimneys shall be clustered.
No multiple -flue chimney shall exceed 39 square feet in horizontal section. The first
chimney shall not exceed nine square feet in horizontal section, and other chimneys shall
not exceed six square feet in horizontal section;
5. Vent pipes not to exceed 18 inches in height above the height limit; and
6. Standpipes not to exceed 30 inches in height above the height limit. [Ord. 3569 § 2,
2005].
As proposed, the maximum height for the building is 97.74 feet. An additional 3 feet for chimneys
would be 101.74 feet. The four chimneys appear to be within this limit. However, the chimneys must
also be less than 9 square feet in section unless they are multiple -flue chimneys (multiple -flue
chimneys must be less than 39 square feet in section). While it is difficult to tell, it appears that each
chimney is single -flue and each appears to exceed the 9 square foot requirement (between 12 and 21
square feet). The four chimneys must meet the square footage requirement to use the additional 3
feet above the height limit or a variance would be required.
> Atrium
The atrium was not present during the ADB's review of the project (ADB-07-67). As a result, it was
not approved by the ADB. If the atrium is a desired architectural element for the project, the project
would have to.go back to the ADB for their approval and the structure must comply with all applicable
codes.
Additional height exceptions applicable in the BD zones are described in 16.43.030.C.4. One specific
to this project reads:
a. A single decorative architectural element, such as a turret, tower, or clock tower, may
extend a maximum of five feet above the specified height limit if it is designed as an
integral architectural feature of the roof and/or facade of the building. The decorative
architectural element shall not cover more than five percent of the roof area of the
building.
The top of the atrium extends above the maximum height of 97.74 feet. In fact, it appears to be about
4.5 feet greater than the limit. If the intent is to use the 5-foot exception described above, the atrium
may not cover more than 5% of the roof area of the building. In this case, the roof area would consist
of that area covered by the third floor addition. If the atrium does not meet the above requirements, a
variance would be required.
Parking: Pursuant to ECDC 17.50.010.C.1, residential uses in the downtown business area shall provide
one parking stall per dwelling unit. Three stalls are required; six enclosed stalls are proposed.
Environmental Regulations
SEPA Review: A Determination of Non -Significance was issued for the proposed addition on November
15, 2007 as part of design review of the project (ADB-07-67). No comments were received.
Critical Area Determination: A critical area determination was performed for the subject parcel (CRA-
2006-0097). A study was required due to potential erosion hazard on the eastern portion of the site.- An
erosion and sediment control plan prepared in accordance with ECDC 18.30 should sufficiently address
potential impact to the hazard.
STAFF NOTICE & ." PLAN ATTACHMENTS
Date:
December 21, 2007
To:
BUILDING E] ENG. E] FIRE 0 PLANNING E]
From:
Jana — taken in by Susan Su
MEETING DATE:
THURSDAY — January 10, 2007
MEETING TIME:
1:30 p.m.
1
CONTACT:
Grace Architects
206.957.9800
SITE LOCATION:
Old Mill Town
PROJECT: I
Proposed new third florr for 3 condo units
Attached are the plans for thpZmeeflng scheduled above.
C: Duane Bowman
City of Edmonds
DEVELOPMENT SERVICES DEPARTMENT
Westfall, John
From:
Westfall, John
Sent:
Thursday, December 27, 2007 9:46 AM
To:
Harrison, Marie
Cc:
McConnell, Jeanie
Subject:
OMT Revision 007
Marie:
I'm holding corrections/comments until following Jeanie's meeting on 1/3. Thank you,
John
November 26, 2007
Existing window #64 at grid G between grids 0 and 2 has been removed and in filled with
concrete to support a structural beam required at that location to support the overhead
roof
The following are general changes that are found throughout the drawing set:
The existing concrete shear walls at grids D and G were removed and are being replaced
at level 1.
A fireproofing detail, C-8/A 2.6, has been added for the new steel columns at the shear
wall at grid G at level 2.
The existing exterior concrete wall at grid 8 from grid D to G was removed and is being;
replaced with concrete below grade up to the.upper window sill height and framed walls
with cement plaster above the window sill line.
The, restrooms, ramp retail space, and restaurants, have been reconfigured due to the
new location ofthe concr ete shear wall at grid G at the I" level.
and so the footing
Existing, exterior concrete walls were found to have no spread footings
desian has been revised to accommodate this finding.
The existing basement between grids D and E and 0 and 2 has-been removed, and tile
planned D'DCV vault for that location has shifted to the east below the mid Dayton entry
be:Oveen grids E and F.
• The floor elevations at the I" level were revised based on survey points in tile street
directly in line with the entrances. Ramps and stairs have been changed accordingly.
• The sidewalk comer ramp has been revised in coordination with the City of Edmond's
Engineering Department. icipation of tile third
• .Floor/ ceiling and Roof/ ceiling assemblies have been added in ant
Hoor condo'min'iuilis' in-Pfiase It
• Stdel coluthins at the structural brace frames are proposed to be painted with intuniescent
nt rather than be wrapped 'With gypsurn wall board for a I -hour rating per detail C-
I /A2'.6 for aesthetic reasons.
• The Grease interceptor has been located in the south mail courtyard area per ongoing
discussions with the Waste water Treatment department of the city of Edmonds. It was
previously located in the fon-ner ramp area of tile existing project.
1927 Post Alley p 206-957-9800
Seattle, WA 98101 f 206-682-3159
www. gracearchitec tsp I 1C. com
November 26, 2007
a Ty COPY
,ilk
OLD MILLTOWN PHASE I REVISIONS
FOR PERMIT RE -SUBMITTAL
November 27, 2007
The following are exterior design changes presented in the ADB review meeting on Nov.
7th 2007 and are included in this permit submittal:
• The planters along 5h Ave. and Dayton have been replaced with hanging pots at the First
level.
• The planter locations at the south parking lot entry at the second level have been revised.
• The proposed stone tiles at the recessed concrete wall areas have been reconsidered
where the existino, brick was demolished. The recessed areas are proposed to be sacked
and painted a slightly darker tone than the columns and horizontal banding.
• The stone parapet cap has been replaced with a vented stepped painted wood parapet and
metal coping with a planter/ rail edge as part of the Phase 1I design.
• 'Kalwall' (translucent sandwich panel) awnings have been replaced with high end
canvas. As an alternate, the owner wishes to look at having all of the smaller awnings as
well as the large metal entry awnings replaced with glass and steel awnings. Both
systems for the smaller awnings would sit on the heavy pipe steel frame that we have
already designed and would carry the referenced hanging pots.
• The structural wall anchor tie -backs are now shown on all of the concrete walls at the
floor and roof framing lines at 48" on center.
• Folding, and sliding windows are proposed to take the place of picture windows along 56,
Avenue South at the Ist level. Exterior doors for access to outdoor restaurant seating
have been added at grid 4 and A, and at grid A and 8. The comer door at 5'h and Dayton
has been cliancged from a pair of 3'-0" wide doors to a ' single 3'-6" wide door.
• The arched windows along 5 1h Avenue South at the 2nd level have been increased in
height by 7" and correspondingly the existing concrete parapet wall will have to be cut an
additional 7" to accommodate the additional window height.
• The entry and window- openings at the I" level at the SW comer along 501 Avenue have
been relocated to their original opening location, as to avoid cutting additional concrete
walls. Likewise, the two south windows at the upper.level between grids C and E have
shifted to their oriainal location.
• Accommodations for a future metal trellis have been added over the south upper parking
lot entry. This items is to be a part of the Phase 11 work.
• Mechanical louvers have moved froin the west 2 nd level recessed deck to over two upper
windows at the SW comer along 5'11 Avenue. The louvers at the deck have been replaced
with windows to let in more light to the second floor. Louvers have shifted frorn the
soffit at the upper south parking lot entry to each side of the entry south walls. An
additional louver has been added at the south wall above the window between grids D
and E.
Ff�� �*31
2007 p 206-957-9800
1927 Post Alley NOV 2'1 f 206-682-3159
Seattle, WA 98101 WILDING DEP*iWEA,
CITY OF EDMONDS www.graceorchitectsplic-com-
Westfall, John
Fr om:
McConnell, Jeanie
*
Sent:,
Friday, December 21, 2007 2:39 PM
To'
Westfall, John
RE: Old Milltown
't d to be there, only if 7,1116y have
�,Y,o u.t on ;nee you.want. I am reviewing the OMT fire vault revision with Public Works staff.
pr6p"osed locating a vault inside the building and apparently they have already installed it in the field.
Jeanie
-----Original Appointment -----
From: Westfall, John
Sent: Friday, December 21, 2007 1:43 PM
To: McConnell, Jeanie
Subject: Accepted: Old Milltown
When: Wednesday, January 02, 2008 9:00 AM-9:30 AM (GMT-08:00) Pacific Time (US & Canada).
Where: Engineering - Kerr Room
What are we reviewing? And is this important to do it collectively?
Message
Pagel of2
Wesffall, John
From: Westfall, John
Sent: Thursday, December 13, 2007 1:50 PM
To: 'Daphne Tomchak'
Subject: RE: question
Hi Daphne. Yes I am, and you, too.
There's a lot of information here. I think Bldg would occupancy classify probably as A3 or
A5.
In Assembly occs, the main concern would be the people hence fire detection.and . ,
occupant notification would be the larger issue than extinguishing fire, although Milltown..
is already sprinklered and the covered areas would be required to be
sprinklered ("building sprinklered throughout..."). Like you suggest, smoke and heat
detectors require a "container" like a ceiling where smoke can collect for detection -the
open sky will not work. There are also beam detectors but I wouldn't allow it outside
due to birds and fog could "trip" the beam. Manual fire alarm required over 300 OL.
Exits/egress would be a large issue also to figure.
Occupancy separation is another issue -Table 508.3.3, that shows min. 1 hr in sprinklered
buildings, however, due to lack of ability to sprinkler rooftop, we might require the full 2 hr
despite lower enclosed floors being sprinklered.
Regarding fires -exception to local burn ban is "small cooking fire", no recreational, no
monumental (althought ceremonial is allowed).
There is a lotta lotta questions here -I suggest a preapp so the Arch reviewers can put some
dedicated brainpower to it.
Merry Christmas to you and your daughter and the troll.
John
----- Original Message -----
From: Daphne Tomchak [mailto:daphne@gracearchitectsplic.com]
Sent: Tuesday, December 11, 2007 5:42 PM
To: Westfall, John
Subject: question
John,
Haven't spoken to you in quite a while- hope you are well.
I am working on a project in your lovely city in which a portion of the roof is planned as a very
large assembly space. It will be an open, with residential units alongside. And the owner wants
to know if there is any way to place smoke detectors on the roof- over (?) the open area. They
also plan on having a fire pit for-- big roasting pigs (? I don't know??) on the roof.
12/13/2007
Message
Page 2 of 2
I don't see how this could work at all, but they want me to ask. So I am. Is there some fire
detection system used on open areas?
Thanks,
Daphne
Daphne Torrichak, AIA
GRACE Architects PLLC
1927 Post Alley
Seattle, WA 98101
T 206-957-9800 - -
F 206-682-3159
C 206-356-0920,
17
12/13/2007
Message
Graf, Jeannine
From: Bullis, Ann
Sent: Tuesday, November 20, 2007 7:17 AM
To: Graf, Jeannine
Cc: Umbaugh, Theresa
Subject: FW: Follow up regarding Old Mill Town retaining wall failure
FYI
Ann Bullis
Assistant Building Official
Page I of 2
2,1,z,6 AW5- /7' "/' e`�
City of Edmonds
(425)771-0220
bullis@ci. edmonds. wa. us
----- Original Message -----
From: Ralph W. Allen [mailto:rwallen@gracearchitectspllc.comI
Sent: Monday, November 19, 2007 9:53 PM
To: Bullis, Ann
Cc: Steve Gray; Jim Perrault; Brisbine, James M; Don Nelson; Bob Gregg; Robert Appleby
Subject: RE: Follow up regarding Old Mill Town retaining wall failure
Thanks Ann, we should have our updated plans to you tomorrow... this will address the alternate
structural designs for the replacement walls, and a host of other issues responding to related field
conditions across structural, civil and architectural disciplines. Jim Brisbine will supply his Geo tech
reports from the placement of the shoring mass walls.
Thanks Ann
Ralph
From: Bullis, Ann (mailto:Bullis@ci.edmonds-wa-us]
Sent: Monday, November 19, 2007 3:59 PM
To: Ralph W. Allen
Cc: Steve Gray
Subject: Follow up regarding Old Mill Town retaining wall failure
Ralph,
It has been 30 days since the receipt of the letter dated 10/18/07 from James Perrault, P.E..regarding emergency
measures in place (such as temporary shoring, erosion control) for the Old Mill Town retaining wall failure.
Please provide the status of the permit submittal for the repair of the wall, and monitoring reports of the
emergency shoring and erosion control by the structural engineer and geotechnical engineer. Also, as requested
in the Building Official's letter dated 10/17/07, please provide as -built plans of the emergency shoring.
Sincerely,
Ann Bullis
Assistant Building Official
City of Edmonds
(425)771-0220
11/20/2007
Message
Page 1 of 4
Westfall, John
From: Westfall, John
Sent: Tuesday, November 13, 2007 3:29 PM
To: Gebert, David; McConnell, Jeanie
Cc: Miller, Noel; Graf, Jeannine; Tomberg, Thomas; Bowman, Duane
Subject: RE: Old Milltown / spinkler vault placement
I concur with Dave. The email is a fast means of communications, however, when we are sent
plans and drawings with changes we must be careful:
1) Comments are not part of approved plans/revisions
2) Reviews are gratis and take time from the others requiring my daily attention.
3) Speed of email response is fast and meant that way. Designers "stuffing the e-mail
box" with their proposals, tentatives, drawings/pdfs etc... is foiling my daily efforts and
consideration to the order of PRR plans review.
Thanks,
John
----- Original Message -----
From: Gebert, David
Sent: Tuesday, November 13, 2007 2:58 PM
To: McConnell, Jeanie
Cc: Miller, Noel; Westfall, John; Graf, Jeannine
Subject: RE: Old Milltown / spinkler vault placement
Jeanie,
I think we must insist that they submit revised plans for approval. I see no reason why we should approve
a revised installation without plans submitted for review. I think we would be inviting misunderstandings
and problems if we did.
Dave
----- Original Message -----
From: McConnell, Jeanie
Sent: Tuesday, November 13, 2007 2:54 PM
To: Gebert, David
Subject: FW: Old Milltown / spinkler vault placement
Dave,
I will discuss this one with you tomorrow, but thought I would forward the correspondence to give
you a jump start on the issue. Basically, Old Milltown set the fire vault interior of the building when
placement of the DCDA inside the building should have just been in a riser room. They set the vault
without revised/app roved plans and keep asking us to look at and approve the new location via e-
mail. PW has concerns and so does Fire. None of us want to address without an actual set of
plans turned in to our office. I have not seen this out in the field either - not sure about PW and
Fire. I'll foward one more e-mail that shows the proposed location.
11/13/2007
Message
Page I of 3
Wesffall, John
From: McConnell, Jeanie
Sent: Tuesday, November 13, 2007 3:14 PM
To: 'Ralph W. Allen'; Marilyn Bishop
Cc: Waite, Jim; Westfall, John; Kuhnhausen, Kris; McMurphy, Linda; Bullis, Ann; Umbaugh, Theresa;
Gebert, David; McConnell, Jeanie
Subject: RE: Old Milltown / spinkler vault placement
Ralph,
Please submit revised drawings to the City as soon as possible for review. I am not able to provide you review
comments or approval of the revised vault location via e-mail or by site inspection.
Thank you,
Jeanie
----- Original Message -----
From: Ralph W. Allen [mailto:rwallen@gracearchitectsplic.com]
Sent: Saturday, November 10, 2007 10:55 AM
To: McConnell, Jeanie; Marilyn Bishop
Cc: Waite, Jim; Westfall, John; Kuhnhausen, Kris; McMurphy, Linda; Bullis, Ann; Umbaugh, Theresa
Subject: RE: old Milltown / spinkler vault placement
Jeanie
Believe it is actually more to the ordinary than our original proposal ... we are of course scrambling
to up -date the drawings related to a volume of changed site conditions inclu.ding this one... our
challenge is that we also need to move construction along ... and very shortly there will be no
viable opportunity for an alternate approach ... would recommend that this one is handled by site
inspection approval in the near term... ? And also, the excerpt that we forwarded to you is taken
from the revised drawings that we are in the process of finalizing...
Let me know what you think...
Ralph
From: McConnell, Jeanie [mailto:Mcconnell@ci.edmonds.wa.us]
Sent: Friday, November 09, 2007 6:39 AM
To: Ralph W. Allen; Marilyn Bishop
Cc: Waite, Jim; Westfall, John; Kuhnhausen, Kris; McMurphy, Linda; Bullis, Ann; Umbaugh, Theresa
Subject: RE: Old Milltown / spinkler vault placement
Ralph,
This seems to be a little more out of the ordinary than what it originally sounded like. I'm not really going to
be able to provide you with good direction until we see the whole plan. Please submit for review through
Theresa Umbaugh and we will provide comments at that time.
Thank you,
Jeanie
----- Original Message -----
From: Ralph W. Allen [ma i Ito: rwa Hen @gracea rch itectspl Ic.com]
11/13/2007
Message
Page 2 of 3
Sent: Thursday, November 08, 2007 1:14 PM
To: McConnell, Jeanie; Marilyn Bishop
Subject: RE: Old Milltown / spinkler vault placement
Thanks ... also, we are anticipating that from the vault, the riser will run through the tenant
space ... not underground ... Also, Steve has selected the vault to handle public way loads of
100 pounds per sf, and to have removable top access hatch for inspection and servicing...
all in all a lot better situation than prior...
Btw... it is set currently ... hope it won't need to move.
,Ralph
From: McConnell, Jeanie [mailto:Mcconnell@ci.edmonds.wa.us]
Sent: Thursday, November 08, 2007 11:11 AM
To: Marilyn Bishop
Cc: Ralph W. Allen
Subject: RE: Old Milltown / spinkler vault placement
Marilyn,
Thank you for the drawings. I have forwarded to Public Works and Fire to get their reaction to the
change. I'll let you know what comments I receive.
Jeanie
----- Original Message -----
From: Marilyn Bishop [mai Ito: mbishop@gracearchitectsplic.com]
Sent: Thursday, November 08, 2007 10:07 AM
To: Ralph W. Allen; McConnell, Jeanie
Subject: RE: Old Milltown / spinkler vault placement
Jeanie,
The DDCV vault is shown at the inside of double doors at the Mid Dayton entry.
Please see the attached plan and section.
Marilyn
Marilyn Bishop, Architect
GRACE Architects PLLC
1927 Post Alley
Seattle, WA 98101
T 206-788-4608
F 206-682-3159
C 206-898-2620
From: Ralph W. Allen
Sent: Thursday, November 08, 2007 8:18 AM
To: McConnell, Jeanie
Cc: Marilyn Bishop
Subject: RE: Old Milltown / spinkler vault placement
It is directly adjacent to our previous proposal ... directly in from the middle Dayton
11/13/2007
Message Page 3 of 3
entry... it will form floor for the entry to that space... Marilyn, can you send Jeanie a
cut of the location?
Thanks,
Ralph *
From: McConnell, Jeanie [mailto:Mcconnell@ci.edmonds.wa.us]
Sent: Thursday, November 08, 2007 6:47 AM
To: Ralph W. Allen
Subject: RE: Old Milltown / spinkler vault placement
Ralph,
Where are you proposing to locate the vault?
Jeanie
----- Original Message -----
From: Ralph W. Allen [maiIto:rwallen@gracearchitectspllc.com]
Sent: Wednesday, October 31, 2007 1:36 PM
To: McConnell, Jeanie
Subject: Old Milltown / spinkler vault placement
Jeannie, we have been chasing a number of field conditions at Old Milltown
over the past month, as you know. One that I need to catch up with you on is
the placement of the DDCV vault ... with the loss of the existing basement area
where we had finally resolved to put it is just inside the entry to the middle
Dayton retail space ... we will of course coordinate this with finish surfaces at
this location, and access will be through the top lid grates... I will send you
Steve's submittal to us shortly for you to have a look... I want to make sure that
this is going to work for you before we start forming and pouring concrete
around it... seems reasonable...
Thanks and let me know what you think,
Ralph
11/13/2007
Message
.4%
Page I of 3
Westfall, John
From: Westfall, John
Sent: Friday, November 09, 2007 10:12 AM
To: McConnell, Jeanie
Cc: Umbaugh, Theresa; Mike Smith
Subject: RE: Old Milltown / spinkler vault placement
I don't want to respond via email with respect to those plans that are downstairs still patiently
waiting my review.
Any work that is done in the vault/crossconnection testing appears to block the business entry -
this is going to cause problems with the business owner for the sake of building preventive
maintenance and valve access/clearance. Please direct them to find a separate means to
access for maintenance that will not disrupt business activities in that unit.
John
----- Original Message -----
From: McConnell, Jeanie
Sent: Friday, November 09, 2007 6:39 AM
To: 'Ralph W. Allen'; Marilyn Bishop
Cc: Waite, Jim; Westfall, John; Kuhnhausen, Kris; McMurphy, Linda; Bullis, Ann; Umbaugh, Theresa
Subject: RE: Old Milltown / spinkler vault placement
Ralph,
This seems to be a little more out of the ordinary than what it originally sounded like. I'm not really going to
be able to provide you with good direction until we see the whole plan. Please submit for review through
Theresa Umbaugh and we will provide comments at that time.
Thank you,
Jeanie
----- Original Message -----
From: Ralph W. Allen [mailto:rwallen@gracearchitectspllc.com]
Sent: Thursday, November 08, 2007 1:14 PM
To: McConnell, Jeanie; Marilyn Bishop
Subject: RE: Old Milltown / spinkler vault placement
Thanks ... also, we are anticipating that from the vault, the riser will run through the tenant
space... not underground ... Also, Steve has selected the vault to handle public way loads of
100 pounds per sf, and to have removable top access hatch for inspection and servicing...
all in all a lot better situation than prior...
Btw ... it is set currently ... hope it won't need to move.
Ralph
From: McConnell, Jeanie [mailto:Mcconnell@ci.edmonds.wa.us]
Sent: Thursday, November 08, 2007 11: 11 AM
To: Marilyn Bishop
Cc: Ralph W. Allen
Subject: RE: Old Milltown / spinkler vault placement
11/9/2007
Message
Page 2 of I
PW
Marilyn,
Thank you for the drawings. I have forwarded to Public Works and Fire to get their reaction to the
change. I'll let you know what comments I receive.
Jeanie
----- Original Message -----
From: Marilyn Bishop [mailto:mbishop@gracearchitectspllc.com]
Sent: Thursday, November 08, 2007 10:07 AM
To: Ralph W. Allen; McConnell, Jeanie
Subject: RE: Old Milltown / spinkler vault placement
Jeanie,
The DDCV vautt is shown at the inside of double doors at the Mid Dayton entry.
Please see the attached plan and section.
Marilyn
Marilyn Bishop, Architect
GRACE Architects PLLC
1927 Post Alley
Seattle, WA 98101
T 206-7884608
F 206-682-3159
C 206-898-2620
41-
From: Ralph W. Allen
Sent: Thursday, November 08, 2007 8:18 AM
To: McConnell, Jeanie
Cc: Marilyn Bishop
Subject: RE: Old Milltown / spinkler vault placement
It is directly adjacent,to our previous proposal... directly in from the middle Dayton
entry... it will form floor for the entry to that space... Marilyn, can you send Jeanie a
cut of the location?
Thanks,
Ralph
From: McConnell, Jeanie [mailto:Mcconnell@ci.edmonds.wa.us]
Sent: Thursday, November 08, 2007 6:47 AM
To: Ralph W. Allen
Subject: RE: Old Milltown / spinkler vault placement
Ralph,
Where are you proposing to locate the vault?
Jeanie
11/9/2007
Message
Page 3 of 3
----- Original Message -----
From: Ralph W. Allen [mailto:rwallen@gracearchitectspllc.com]
Sent: Wednesday, October 31, 2007 1:36 PM
To: McConnell, 3eanie
Subject: Old Milltown / spinkler vault placement
Jeannie, we have been chasing a number of field conditions at Old Milltown
over the past month, as you know. One that I need to catch up with you on is
the placement of the DDCV vault ... with the loss of the existing basement area
where we had finally resolved to put it is just inside the entry to the middle
Dayton retail space —we will of course coordinate this with finish surfaces at
this location, and access will be through the top lid grates... I will send you
Steve's submittal to us shortly for you to have a look... I want to make sure that
this is going to work for you before we start forming and pouring concrete
around it ... seems reasonable...
Thanks and let me know what you think,
Ralph
11/9/2007
EXISTING
ENCLOSED
AREA
REMOVED
FROM
TENANT
SPACE
73 SqFt
z
0
V)
Z:
0
Z �L�Lj CD
Lu CC
w
Z AWNING A
0 CB
P-m
D. XI— 'V�NT
FILL IN 4 71--- _ ---I I SBA I
I �Ll V."
.11 A
EXISTING
GATE
MECH. EQUIt 4ARD.
AWNEOW
OPENINGS 1:12 :1-NDINC ;j
� n�, u iLLD111=
1 HF
RATING 2 1 2
t2 TYPI( A, /7N
6 94 ----j
REMC 1 VE RET4%IL TOIL OIL
EXISI N& 12 - I I OCQUPANCY
WINDDW. \",ON - 14- TY E — M 52
AND - -C,5 I N —IM1 Cros —S. I—
REST')FE 1: 0
EXISI NG m �71 J> DDCV VAULT BELOW
CONG. 62.5'.
0 P CF, TOILET TOILET
GUARDRAIL
Pi
DEMC. LX14
BASE \AENT I EXISTING S.AIR TOILET TOILEJ
BELON - TO BE REMOVED
TT
F—
FUTURE KITCHEN i u
UNDER TA. PERMIT
7-7
F IRESTAURANT I NE
I F2] OCCUPANCY Ty E A-2 EN
I
AF
I LIZ 3,285 Gross S Ft
A ±58.875' TE
7A
/I <�> 5 SF
BOVE I
F -F FIRE Vv
18" PA
3 OVERH,
14
1 44
LIJ L L L1.9 0
36 37 3 -L-13-441
'0'0'0
.89�
_j
2 ..
A-4.
PA OPOS D RESTAYRANT
iiiiiii S ATING. 8 CHAIRS TOTAL.
P POSED HANGI G POTS.
TO
6 LOCATIONS.
2
A-4 . 2 )5TH 4 E S
(DLEC I�N
P� LC
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS / RESPONSE MATRIX
062907
DEPT � # I COMMENT I RESPONSE I
ENG
Oil
Utility Plan
Show the location of existing utilities to the property. Any
Firstly, these have been
overhead lines will be required to be placed underground per
indicated on Cl ... clearly.
ECDC 18.05.010 Underground Requirements.
Additionally, we are not aware
of any active overhead
lines ... All of the indicated
utilities are already
underground...
We did find what we believe is
an abandoned telephone line
overhead at the back alley
along the south property line.
ENG
012
Utility Plan
Please show the ap� roved configuration for the sewer and
Have made reference to the
water services off 5' Ave S. Show as "greyed out" this plan
separate permit. Wanted to
set and add a note that references approval under a separate
keep the same line weight for
permit and provide permit #.
clarity. See sheet Cl
ENG
013
Utility Plan
General Notes — revise as follows:
Notes revised. See Sheet Cl
3) Revise to read: All disturbed areas within City of Edmonds
right-of-way shall be replaced in accordance with City of
Edmonds standards.
4) Clarify this note or remove.
6) Revise to read: privately owned and maintained.
9) Clarify: directive No. E71. What is this reference to? Note
should state separate side sewer permit obtained and
approval provided under permit #
10) Clarify: directive No. E86. What is this reference to?
ENG
001
Traffic
Please revise the truck route plan —
Done. We have eliminated the
Control &
0 After exiting the project site onto Dayton Street and then
truck path through the building
Haul Route
onto Sunset (SR-104), trucks shall travel south on
and revised the route up Pine
Plan
Sunset/SR-104 and continue on SR-104. Plan currently
Street for access to the site
shows travel route up Pine Street to 5 th Ave S then to SR-
from the Ferry Terminal only.
104.
See Sheet 131.0
0 Please clarify truck route through south parking lot, north
to Dayton Street. Will this in fact be a truck route and at
what phase during the project do you propose to use it?
ENG
002
Traffic
Please provide a traffic control plan that shows street
This is already indicated on
Control &
disruption required for utility and sidewalk construction. Plan
sheet D1.1
Haul Route
shall show lane disruption, signage, flaggers, etc.
Plan
ENG
003
Traffic
Note temporary closure of bus stop and indicate temporary
Done, See Sheet D1.1
Control &
relocation as approved by Community Transit.
Haul Route
Plan
ENG
001
Details
Provide details as required and provide reference to each on
Done, See Sheets Cl-C4
the appropriate plan sheets.
Page 22 of 22
_AA
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS / RESPONSE MATRIX
062907
DEPT # COMMENT RESPONSE
ENG
004
Utility Plan
If the domestic service is not going to be installed with the
It is to be installed at the noted
above valve cluster configuration, then a tapping tee will be
cluster configuration ... and
required at the existing water main with a 3" in -line valve on
have clarified on C3
the domestic service.
ENG
005
Utility Plan
An RPBA is shown on the plans (to be located on the domestic
Revised as noted. See sheet
service on private property), but is currently shown on a
C3
service that is called out to be abandoned. Please revise
accordingly.
ENG
006
Utility Plan
Storm CB 5236 is shown on the plans, but RIM and i.e.
They are shown on the survey
elevations were not provided. Please provide.
document in the previous
submittal. No work is
anticipated at this CB ... We will
add the rim and invert
elevations to C1
ENG
007
Utility Plan
A storm line is shown from the NW corner of the building to a
Done, see sheet C1
City CB in Dayton Street. The tightline connection from the
private property however is shown to wye into this storm line
under the sidewalk in the City right-of-way. The wye
connection shall be located on private property.
ENG
008
Utility Plan
A sandtrap section detail has been provided, but the location
Done, See the enlarged partial
of the section has not been identified on the plan set.
plan on C2
ENG
009
Utility Plan
A detail has been provided for the planter drainage. For
We will call out landscape filter
clarity, please show the planter boxes in this detail. Also
fabric to be used in the
indicate how the drainage system will work - how will dirt, etc.
planters to manage this ... See
be kept out of the storm system?
Sheet C1
ENG
010
Utility Plan
Utility pipe sizes and type of material shall be referenced on
They are already indicated on
this plan sheet.
C1. Unless you have found
one that we missed, all of the
ones that I looked at are
already indicated. We have
taken your suggestion to add a
new drawing or two, and to
parse the information out so as
to be more legible. Looks
better, and especially with
even more information.
Page 21 of 22
A'6'$
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS / RESPONSE MATRIX
062907
DEPT # COMMENT RESPONSE
ENG
001
TESC Plan
All temporary erosion control measures are to be identified on
This is a zero lot line building
the plan set and reference made to applicable details.
site and as such the majority of
0 Show the location of all required filter socks for catch
the work is within the building
basin protection.
limits.
0 Add a note that debris is to remain on site and streets are
0 We will add erosion
to be kept clean.
control notes related
to the construction of
the new sidewalk and
any excavations
required to make
utility connections to
sheet C1
0 Similarly we will add
the street cleaning
note to C1 as well.
A note was added to D1. 1 as
part of the previous submittal
requiring that all catch basins
around the construction area
would be outfitted with Drain
Socks.
ENG
001
Utility Plan
Show the location of the Grease Interceptor and provide
Done, See C3. Also basic
reference to a GI detail to be included in this plan set.
component is represented on
Required piping to and from the GI shall clearly be shown. A
Architectural sheets at multiple
separate pe mit is required.
locations
ENG
002
Utility Plan
Please show the location of the irrigation meter, if any, and
Will do
required backflow assembly.
ENG
003
Utility Plan
A double check detector assembly (DCDA) is required on the
We have shown the requested
fire line for this building. The DCDA location shall be shown
items on the previous
on this plan as well as the plan submitted with the fire
submittal ... We have with this
connection permit. The Fireline and DCDA shall be sized to
submittal refined their location
meet fire flow requirements for the building.
and connectivity. Pretty sure
o A valve cluster shall be installed on the City watermain at
that we have it this time.
the point of connection for the fire line. Two in -line valves
will need be provided on the existing main and an
additional in -line valve on the fire line. Additionally, the
preferred location of the domestic service is within this
configuration to minimize disturbance to, the street and
mainline. Please refer to and include in the plan set
standard details E7.8, E7.8.1, E7.18 and either E7.19 or
E7.20.
0 Show the location of the DCDA in a vault on private
property or in a riser room within the building.
0 If the DCDA is located inside a riser room then the PIV,
FDC and remote read will be required to be installed on
the exterior of the building.
Page 20 of 22
L
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS / RESPONSE MATRIX
062907
DEPT I # - I I COMMENT
RESPONSE
ENG
019
Site
Developmen
t
Improvemen
t Plan
The note with regards to the existing stamped concrete
crosswalk shall be revised to state "shall not be cut or
damaged".
Done, on C2
ENG
020
Site
Parking lot layout and striping plan to be provided with the civil
All of the requested
Developmen
drawings.
information is indicated on
t
0 Minimum stall length shall be 16 1/2feet and width shall be
A1.0.2. but for the following:
Improvemen
8'/2feet.
the curbing indicated
t Plan
0 Drive aisle width for two-way traffic shall be 24' and 12'
We are not quite sure
for one-way traffic.
why it is needed, but
0 One-way driveway aisles shall be marked by signage
will add. See sheet
and/or striping.
C2 for curbing
0 Additional curbing is needed along the east edge of the
location and extent.
parking stalls adjacent to the one-way drive aisle.
and the heights of the
0 Label existing wall along west edge of parking lot.
west wall, which are
Provide top and bottom of wall elevations.
shown in detail on the
0 The slope of the parking lot shall be noted on the plans.
survey document
Is there proposal to regrade any portion of the parking lot
submitted as part of
or will it simply be restriped?
the original re-
0 Indicate where storm water runoff will drain to.
submittal. As there is
no work at that wall,
we hadn't anticipated
showing this
information.
The layout dimensions
indicated on sheet are clearly
in excess of your
requirements.
The slope and storm drainage
are clearly indicated on C1
where YD 5434 is the existing
drain serving this area. As we
are not planning on any
regarding of this area, now
new conditions are indicated.
ENG
021
Site
The existing decorative signal light at the corner of 5n &
It is shown ... But Actually the
Developmen
Dayton was removed by the City Public Works Department. At
city is going to provide a new
t
project completion the City will re -install the light on the
one for this location, per the
Improvemen
existing base. The base and associated electrical shall not be
Mayor at our meeting last
t Plan
damaged and/or relocated during the course of construction.
week. I will need a cut of this
Place a note to this effect on the plans.
product to assure that both the
existing base conditions are
appropriate and that our comer
awning does not interfere with
the placement of the new light.
Page 19 of 22
;�R(,H,-F,�T P. LC
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS / RESPONSE MATRIX
062907
DEPT I # I ICOMMENT
RESPONSE
ENG
013
Site
Existing driveway cut along Dayton Street shall be reduced to
The western edge of the
Developmen
just allow access to the mechanical equipment yard. Driveway
revised curb cut will be made
t
cut beyond the extents of the access shall be removed and
as part of this work.
Improvemen
replaced with standard c/g and s/w to City standards. The
t Plan
driveway approach shall be constructed per detail E2.26.
We will make the requested
adjustments at the ramp and to
the east of the ramp along the
upper Dayton building at the
time that work is contemplated
at the exterior of the upper
Dayton building —for now, no
work is allowed on the exterior
according to the ADB
approval.
ENG
014
Site
Curb ramps shall be installed in the City sidewalk at the
These are shown on C2
Developmen
driveway access to the upper parking lot off Maple Street.
t
Curb ramp shall be Type 2, per standard detail E2.15. As this
Improvemen
is not an intersection, truncated domes would not be required.
t Plan
ENG
015
Site
Provide cross section details at each entrance to the building.
We will provide.
Developmen
Cross section shall include street, sidewalk, ramps, landings,
t
building frontage, etc. Provide elevations as required to verify
Improvemen
max 2% cross slope and 1: 12 ramp slope is achieved through
t Plan
sidewalk area.
ENG
016
Site
Building doors shall not encroach into the right-of-way when
They don't
Developmen
fully opened. Please verify this requirement is met.
t
Improvemen
t Plan
ENG
017
Site
Tree grates shall be replaced with 4'x 4' grates.
I have a problem with
Developmen
this ... everywhere else along
t
5 1h these are 3x3 ... and in a 10'
Improvemen
sidewalk, I believe that this is
t Plan
as big as you want ... so why
are we going to 4x4? ... also,
the grates that are there now
appear to me to be
11 accessible" rated ... are they
not? Please advise.
ENG
018
Site
Add a note to the plans to CAUTION contractor of existing
You mean the UGT line that is
Developmen
Verizon Fiber Optic lines located in the vicinity of the sidewalk
clearly indicated under
t
along Dayton Street.
sidewalk along Dayton? That
Improvemen
combined with General note 2
t Plan
seems adequate, however, we
have added the note to C2
Page 18 of 22
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS / RESPONSE MATRIX
062907
DEPT Ill I COMMENT I RESPONSE I
ENG
007
Site
The two large maple trees on either side of the curb ramp at
Will do / called out on our site
Developmen
the SE corner of 5 th & Dayton shall be removed and replaced
plan A1.0.2
t
with a Bowhall Maple species. Please call out this
Improvemen
requirement on the plans. An additional note shall be placed
t Plan
on the drawings requiring contact be made with the City Parks
Dept. 2 Weeks in advance of tree removal so the existing
irriaation system can be decommissioned.
ENG
008
Site
Existing City tree planters shall remain and shall be clearly
They already are clearly noted
Developmen
identified on the plans.
and located on Cl and A1.0.2.
t
in addition to the survey
Improvemen
document included in the
t Plan
earlier submittal. On the latter,
the type of tree and diameter
of the trunk are noted. Not
sure if you were looking for
anything else?
ENG
009
Site
The curb ra mps at the SE corner of 5 & Dayton shall be
Done ... See the enlarged entry
Developmen
removed and replaced to meet ADA requirements, which
plan on both 1 / A2.6 and the
t
includes the placement of truncated domes. The curb ramps
civil drawings
Improvemen
shall be constructed so as not to exceed a 1: 12 slope. Please
t Plan
refer to City standard details. Some modification may be
required to fit the existing configuration of the
intersection/crosswalks.
ENG
010
Site
Provide top and bottom of curb elevations along 5 and
It seems to me that the
Developmen
Dayton.
reference to the city's standard
t
detail is adequate for this
Improvemen
purpose, but we will add it.
t Plan
ENG
Oil
Site
Curb and gutter shall be replaced per City standard detail
It seems to me that the
Developmen
E2.8. Provide reference to the detail on the plans and include
reference to the city's standard
t
the detail in the plan set.
detail is adequate for this
Improvemen
purpose, but we will add it.
t Plan
ENG
012
Site
Sidewalk shall be replaced per City standard detail E2.13 and
The intent is shown on section
Developmen
to minimum width of 10 feet. If the existing sidewalk width is
1 / C2 in the previous drawing
t
greater than existing width shall be met. Provide reference to
submittal, but we will add the
Improvemen
the detail on the plans and include the detail in the plan set.
city's standard detail to the
t Plan
drawings.
Page 17 of 22
0 PLLC
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS4 RESPONSE MATRIX
062907
DEPT I # I I COMMENT
RESPONSE
ENG
001
Site
Show location of bike rack if required by Planning Division or if
None required.
Developmen
one is to be installed.
t
Improvemen
t Plan
ENG
002
Site
Clearly identify gate at the mechanical equipment yard and
We will add the dimensions,
Developmen
dimension the gate setback from the sidewalk so when fully
though the plans clearly
t
opened the gate does not swing into the sidewalk.
indicated that there is ample
Improvemen
room to comply. See sheet
t Plan
A1.0.4
ENG
003
Site
Flag sleeves will need to be placed along the frontages of 5 n
We will provide. Were not
Developmen
Ave and Dayton Street. Please contact the Lions Club to
aware of the requirement.
t
obtain flag sleeves. Location of each shall be consistent with
They are shown at 28'oc.
Improvemen
surrounding area.
t Plan
ENG
004
Site
Show location of required 3 hour parking signs. Signs
All of the existing sign
Developmen
removed during the construction project will need to be
locations are currently
t
reinstalled by the contractor at project completion.
indicated on C1. We do not
Improvemen
however know the cities
t Plan
guidelines for content and
message. We will need some
additional guidance here, other
than requiring the contractor to
restore existing signage as we
have noted on the site plan.
ENG
005
Site
Show location of existing bus stop sign and yellow curbing this
The bus stop striping and sign
Developmen
plan sheet. Has the bus stop been temporarily relocated?
are already shown on C2. We
t
Show permanent bus stop location this plan sheet and
will also add the requested
Improvemen
reference closure and temporary stop on traffic control plan
information to the Traffic
t Plan
sheet.
control plan that already exists
in the set. The contractor
worked the temporary location
out with the local transit
authority, and as you know it is
already re -located and
functioning adequately ... we
will document on our plans.
ENG
006
Site
Clearly identify on street parking areas. Each end and the
Will do. We do not however,
Developmen
outer edge of the parking area shall be striped white.
have the city's standard width
t
dimension for this call out. Can
Improvemen
you provide on our upcoming
t Plan
meeting and we will redline it?
Page 16 of 22
PF
A -
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS / RESPONSE MATRIX
062907
DEPT I # I I COMMENT I RESPONSE I
ENG
001
General
A traffic impact analysis/study has not been received for this
Will do...
project.
ENG
002
General
Note - The plumbing plan on this project is a deferred
OK
submittal. Plumbing schematic will need to be consistent with
the approve civil plans.
ENG
003
General
An Encroachment Permit application has not yet been
Well, actually it was ... along
submitted. A large scale plan was received but is not suitable
with the legally recorded
for recording. Also, the encroachment plan shall only provide
plans ... we will resubmit this
information pertinent to the encroachment permit and shall
again
show all encroachments into the City right-of-way (awnings,
planters, irrigation, etc.). Please refer to City handout #E26.
ENG
004
General
Note - A sewer connection fee will be assessed on the 2 na
OK
restaurant.
ENG
005
General
Note - A Fire Connection Permit is required, but has not yet
Contractor will orchestrate this
been submitted for. This permit must be submitted prior to
submittal
receiving Engineering final approval of the civil drawings.
Please contact John Westfall, Fire Marshall, with any
questions regarding this permit.
ENG
006
General
Include the trash enclosure detail with the civil plans and
The existing trash enclosure at
reference the detail on the appropriate plan sheet.
the south parking lot is going
to continue to serve the entire
property and is so noted
clearly on A1.0.2 and 3. It will
remain in the existing
configuration that it has been
in since the 1970's ... is this not
adequate?
ENG
007
General
Civil plan sheets need to be revised to include the following
All of the required information
plans. Comments provided throughout these plan corrections
is shown on the drawings that
have been structured to follow the outline of the required plans
we currently have and where
indicated here.
there is a legitimate request for
1) Cover Sheet
additional information we will
2) Site Development Improvement Plan (includes frontage
augment.
improvements)
3) Temporary Erosion & Sedimentation Control (TESC) Plan
No clear rationale for the
3) Utility Plan - Water, Sewer, Storm - with notes that water
requested reorganization of
and sewer off 5 th Ave were approved under a separate
the drawings is given and in
permit. Show as "greyed out" in this submittal.
our professional opinion is
4) Traffic Control and Haul Route Plan
frivolous at best. We will be
5) Details
happy to work with you to
assure that the information that
you need to see is shown
clearly within our existing
drawing format.
Page 15 of 22
AM:, 4 i r P1 LO ,
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS / RESPONSE MATRIX
062907
DEPT I # I - � COMMENT I. RESPONSE I
PLNG/ S
001
(Kathleen
Plant Variety. The proposed plant material for tha planting
Will do / separate permit.
MALL
Taylor)
beds includes two types of boxwoods, which are very similar in
COURT
File 2007-
appearance. A variety in tecture and/or color is preferable.
0016
Two possible suggestions may include Viburnaum davidii
(dwarfed version) or Prunus laurocerasus, commonly referred
to as ottoluy en laurel.
PLNG/ S
002
(Kathleen
Detailed Plan. The landscape plan needs to be more detailed.
Will do / separate permit.
MALL
Taylor)
As submitted it reads "Plant Material". The plan should
COURT
File 2007-
indiacte where each plant will be located and specifically what
0016
it will be.
Page 14 of 22
r r C4
al
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS / RESPONSE MATRIX
062907
I DEPT I # I I COMMENT I RESPONSE
PLNG
001
(Kathleen
Site Plan. Please add the height calculations to the reduced
DONE
Taylor)
site plan. (See next item)
PLNG
002
(Kathleen
Height Calculations. The site plan shows the elevation of the
The height limitations for the
Taylor)
four corners of the height rectangle and the average grade.
building are clearly
Please also add the maximum and actual elevations to the site
represented on every building
plan.
section, Wall section and
Building elevation. We will add
it to the site plan as well.
PLNG
003
(Kathleen
Planting Plan. As required by the Architectural Design Board's
We will provide, though it was
Taylor)
decision, please provide a final planting plan. The landscape
not required at the time of the
plan must be submitted in order to approve BLD-2006-0845.
ADB approval for the
project ... but rather intended to
be worked out with Staff...
PLNG
004
(Kathleen
Final Color Selections. Also as required by the Architectural
Same as Planting
Taylor)
Design Board, please provide final color selection samples.
This also must be submitted to approve BLD-2006-0845.
Page 13 of 22
-E�3TS PLLC
AR, 141
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS / RESPONSE MATRIX
062907
I DEPT I # I I COMMENT RESPONSE
BLDG
029
(Ann Bullis)
Show make-up air louvers on elevation views for aesthetic
Done, a louver schedule has
review by Planning. Maintain clearances from exhaust outlets.
been added to
A1.0C. These are referenced
to the floor plans A2.0 and 2.1,
where the locations are
generally indicated, and the
elevation sheet, A3.0 where
the louvers are shown at their
proposed locations. The
actual assignment of supply,
relief air, and make up air for
the kitchen vent hoods will be
done as part of the Tenant
Design.
BLDG
030
(Ann Bullis)
See Building Official letter regarding the Alternate Design
We did and have will respond
under separ te cover.
BLDG
031
(Ann Bullis)
During tenant improvement design, caution on compliance
Thanks, noted.
with common path of egress travel (IBC 1013.3).
Page 12 of 22
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS / RESPONSE MATRIX
062907
I DEPT I # I � 1COMMENT I.RESPONSE I
BLDG
025
(Ann Bullis)
Previous items 40 & 41 regarding accessible path of travel
Actually, it is. On sheet
from the public way was not addressed.
A1.0.4. The symbol is
clear ... albeit a lighter weight
line type ... there is no question
how we have addressed this.
In summary,
* At level 2, we have
identified the
accessible parking
spot as the access
from the public
way ... and from here
access is provided to
both the upper
Dayton building and
the office space at the
main building.
* At the ground level,
we have indicated
access from the
public sidewalks to all
storefronts. The
Access to retail space
3 is down the ramp in
the accessible
entrance.
BLDG
026
(Ann Bullis)
Please provide 3 copies of the susequent geotech report by
We did ... and will again. We
Zipper Zeman mentioned in #43 of your response letter.
have also included copies of
their most recent report related
to soil pressure analysis at the
main building, shoring
holddown values, and the
shoring at the Grease
interceptor.
BLDG
027
(Ann Bullis)
Previous item 44: Special Inspection forms still need to be
These were provided ... and will
submitted for City review and approval.
be again
BLDG
028
(Ann Bullis)
Remove note on floor plans regarding permit submittal being
Done
for the Type VA building only. Life -safety and accessibility
work is bein done in both the Type VB and VA buildings.
Page 11 of 22
T:, I I C,
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS I RESPONSE MATRIX
062907
DEPT I # I I COMMENT
RESPONSE
BLDG
022
(Ann Bullis)
Handrails shown on floor plans are difficult to see and need
In our opinion the referenced
dimensioned handrail extensions at top and bottom. (Previous
plan view in combination with
item 39).
the conditions noted on 1,2
and 3 A2.4 are more than
adequate to illustrate code
compliance.
We will however supplement
the current submittal with
additional views to augment
the existing directions. See
A2.4
BLDG
023
(Ann Bullis)
The door hardware information on the schedule (blank or "exit"
We have added a door
notation) is not enough information to verify minimum exiting
hardware group schedule to
and accessibility codes. Note type of locking device, handle,
the newly formed window and
panic bar, etc. (Previous item 36).
door schedule sheet A1.0C.
that we believe illustrates the
functional and code
compliance requirements for
each individual door in the
project.
BLDG
024
(Ann Bullis)
Previous item 38 regarding side grab bar dimensions was not
Shown, comprehensively, but
addressed.
not dimensioned,
admittedly ... amazing catch.
Page 10 of 22
giina p,
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS / RESPONSE MATRIX
062907
I DEPT I # I I COMMENT -FRESPONSE . I
BLDG
018
(Ann Bullis)
Fire rated assembly references on Sheets A2.0.1 and A2.1.1
We are fairly certain that this is
must be revised to show the exterior walls as 1 -hour fire rated
not required as the exterior
for the Type VA Building. Walls facing the public way are not
walls as indicated on
required to be rated on the exterior side per IBC 704.5, but
essentially non -bearing. The
they are still 1 -hour fire rated.
structural system essentially
carries all of the load that
might otherwise transfer to the
exterior walls. We have
maintained our original
position on this and will look
forward to discussing at our
meeting. Additional
clarifications have been added
to the Building Code
information on A1.0.A
BLDG
019
(Ann Bullis)
Individual protection of structural members (beams and
Actually the Crossed
columns) is required in accordance with IBC 714.2 including
out C2 and C5 have
those within fire rated wall and floor -ceiling assemblies.
been superseded by
Details have been crossed out on Sheet A2.6 that apply.
details C6 and C4
Revise and cross-reference on the plans where the details
respectively.
apply. The building sections show a few locations for
We also maintain that
columns, but more direction is needed for the contractor to be
our fire resistivity
sure the required beams are protected. (Previous item 19).
requirements on
sheet A1.0 and now
on A1.0.A and the
referenced details on
A2.6 are adequate to
state the fire resistive
requirements for the
major structural
components of the
project.
BLDG
020
(Ann Bullis)
Revise notes on the door schedule to show that all fire rated
This has been modified to
and smoke doors must be self -closing with gaskets.
reflect the two construction
types
BLDG
021
(Ann Bullis)
Unable to find dimensioned ramp plans. (Previous item 34).
The referenced ramp areas
are clearly dimensioned on
Sheet A2.0.1. We are fairly
certain that this is covered
adequately
Page 9 of 22
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS / RESPONSE MATRIX
062907
I DEPT I -# I I COMMENT RESPONSE
BLDG
015
(Ann Bullis)
Your response to previous item 20 only addressed firestopping
Actually, Our fire -stopping
issues which was previously provided on the plans. However,
schedule and general note
no details were provided showing how fire rated assemblies
reference 3m assemblies
will be maintained where penetrations are made by ducts,
specifically for a wide range of
lights, exhaust fans, etc. (such as with shafts, lines joist bays,,
field conditions that we expect
chases, etc.). This will likely be an issue at the Type VA
to encounter including the
building. The mechanical plans are deferred and mechanical
ones that you have raised.
engineers commonly will not detail on the plans how fire rated
The referenced details were
assemblies will be maintained since this is an architectural
contained in our original
issue. Please provide to avoid delays during costruction. One
submittal in the project manual
example is your response to item 31 regarding the ductwork
and resubmitted as part of our
for the Type I hoods. Fire barrier walls must extend to the
last response to you.
underside of the floor sheathing. A section detail showing how
the duct work will be run in relation to the 1 -hour fire rated
We are now going to format
assemblies should be provided at this time to avoid
these details onto their own
construction delays during deferred submittals.
drawings A6.0-.10 ... with a
clear reference on the fire -
stopping schedule. '
BLDG
016
(Ann Bullis)
Add fastener type, size and spacing to all fire rated assemblies
We will add the referenced
on Sheets A2.5 and A2.6 so they are constructed and
Gypsum Association Manual
inspected properly in the field. (previous item 19)
detail assemblies to the the
drawings ... A5.0 through .5 and
make clear reference to the
requirement to conform with
the requirements stated
therein as it relates to the
individual assembly identifiers.
This will cover all facets of the
installation including the nailing
and make it not only ready
reference for the contractor,
but part of of the contractual
obligation to deliver as well.
BLDG
017
(Ann Bullis)
What types of mechanical equipment will be located in the
We are designing a central
mechanical equipment yard".
plant with a chiller and boiler at
this location. This work will be
submitted under separate
permit though the components
are now indicated on the
drawings.
Page 8 of 22
.CT� PILO
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS / RESPONSE MATRIX
062907
DEPT I # I 1COMMENT IRESPONSE
BLDG
013
(Ann Bullis)
4-hour Fire Wall at Grid 8: Provide construction details
We will add joint
showing the termination of the fire wall to meet IBC 705,
details illustrating the
including the transition of 4-hour wall to 1 -hour wall, at the
transition between the
windows, and at the alcove area of doors 90 and 91 where it
4 hour and the 1 hour
must maintain vertical continuity.
separation per IBC
713
• We don't believe that
the referenced alcove
requires the vertical
continuity, as it is
more than 4' beyond
the easternmost wall
of the south mail
building requiring the
separation. We will
capitulate the point
however and call for
the rated construction
at this location.
• The south elevation
of the building on
sheet A3.0 illustrates
the nature of the
existing concrete slab
roof at the south mall
in addition to our
proposed 30"
extension of the 4
hour separation
clearly establishing
compliance with the
vertical continuity
requirements of
section 705.6
BLDG
014
(Ann Bullis)
Architect to determine if "Alternates" shown on Sheet A2.1 will
DONE
be done or not and revise affected plans accordingy. Clearly
show what work is proposed with no options/alternates.
Page 7 of 22
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS / RESPONSE MATRIX
062907
DEPT I # I I COMMENT
RESPONSE
BLDG
Oil
(Ann Bullis)
Symbols shown on "Fire Rating Key" on SheetA2.0.1 cannot
be found on the plans. Revise to clearly show all finre
rati ngs/sepa rations. Also, cross reference the legend to Sheet
A2.0.
These were actually there, but
admittedly hard to read. We
have enhanced the graphic
representation of the symbols,
and also, feel that with the wall
key callout shown prolifically
on the plans etc that the extent
of the rated construction is
clear.
BLDG
012
(Ann Bullis)
New Fire Wall at Grid H:
Done
a) Clearly show that the fire wall has sufficient structural
stability to allow collapse of construction on either side
1 . We hadn't understood the
without collapse of the wall for the 3 hour duration (IBC
nature of item A as it
705.2). Detail 3/S10 shows that the concrete wall will be
related to the proposed
continuous at the off -set floors, there is no detail for the
construction. We have
steel stud wall and roof. Provide building sections to
added framing clips
adequately show this.
consistent with those
b) Provide joint assembly detail where W9 and W1 transition
indicated in the Generic
(concrete wall to steel stud wall). Provide construction
Fire Wall detail from the
detail and specific listed and tested 3-hour joint assembly
associated IBC
to be used and show on the plans where it applies. (IBC
Commentary. The
713).
referenced detail is
c) Provide section/construction details showing required
included in our
vertical continuity of the fire wall, from foundation through
attachments to these
to a point 30" above the roof (unless termination
responses.
exception is used per IBC 705.6). Particular areas of
2. Additional details 2,3 and
concern that are evident on the plans are at Grid Hl,
4 as requested have been
H3.5, and where the 2 nd floor 3 hour wall is off -set from
added to sheet A2.6
the 1 st floor 3 hour wall. It is the architect's responsibility
to clearly show on the plans that the proposed 3-hour fire
wall meets IBC 705. Also, make it clear on the plans
what code exceptions are being used. This needs to be
coordinated with the structural plans.
d) Provide construction details at each end of the 3 hour fire
wall showing required horizontal continuity per IBC 705.5,
including termination at exterior walls and projecting
elements. It is the architect's responsibility to clearly
show on the plans that the proposed 3-hour fire wall
meets IBC 705. Also, make it clear on the plans what
code exceptions are being used.
Page 6 of 22
CF
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS I RESPONSE MATRIX
062907
I DEPT I # I I - COMMENT I RESPONSE
BLDG
006
(Ann Bullis)
On Sheet A2.1, show and label the location of the property
See comment above regarding
lines. Dimension the distances from the property lines to the
the property Line. Also the
building, particularly at the south side of the building. Clearly
south elevation of Sheet A3.0
show that the building meet exterior wall and opening
the extents of the 4 hour
protection as well as fire wall requirements (most restrictive
separation requirements are
codes apply). (Previous item 12a)
clearly shown. Additionally,
the notes on the floor plans
have been clarified to more
clearly illustrate extent,
termination and details
references.
BLDG
007
(Ann BuIlis)
Site plan still does not show a designated datum point.
The Survey plan clearly
(Previous item 120
describes the datum point and
is adequate for all practical
purposes as shown. However,
We have added a small inset
map to indicate the location of
the Datum point down near the
ferry dock however.
BLDG
008
(Ann Bullis)
The Encroachment Plan (Sheet A1.0.3) still does not show the
Well, actually it does, quite
dimension of the encroachment of the northwest corner curved
clearly and in considerable
awning. (Previous item 13)
detail. It is dimensioned from
the property line in every
direction and is more than
adequate to accurately
represent the degree of
encroachment.
We will however augment it
with one additional dimension
showing the extension of radial
resolution at the comer itself in
direct line with the W and N
building faces. This has been
added to the encroachment
plan
BLDG
009
(Ann Bullis)
Building sections on Sheet A4.2 still do not show property
It was shown on all of the other
lines, dimensioned encroachments, etc. (Previous item 17)
section sheets. We have
added it to the referenced
sections as well.
BLDG
010
(Ann Bullis)
Relabel detail 5 A2.4 (since it is not a stair detail) and cross
Done
reference on the plans where it applies.
Page 5 of 22
0
W-4 AR:�11� ,-TI; PLIC
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS / RESPONSE MATRIX
062907
DEPT # �COIVIMENT RESPONSE
BLDG
001
(Ann Bullis)
Revise mixed use ratio calculations on Sheet A1.0.A to show
This has been modified to
the ratios for each building (on each side of the new 3 hour
reflect the two construction
Fire Wall that is now shown on the plans). (Follow-up to
types
previous ite 6).
BLDG
002
(Ann Bullis)
Revise "occupancy chart" on Sheet A1.0.A to reflect both
This has been modified to
buildings (Type VA and Type VB construction). (Follow-up to
reflect the two construction
previ . ous item 6).
types
BLDG
003
(Ann Bullis)
Clearly note on the coversheet of the plans that the building
Done / Added to coversheet
will be fully sprinkled with an NFPA-13 system, and add fire
1.OA
sprinkler system to the separate permit list.
BLDG
004
(Ann Bullis)
Coordinate the location and dimensioned size of the grease
At the time of the previous
interceptor. The Civils, architectural and structural plans all
submittal, we had not
show it differently. The review comments for the grease
understood that the G1 had to
interceptor will be under separate cover.
be part of the overall review at
this juncture, and so the
submittal was made without
benefit of the final plan for that
part of the project ... it is done
now, and shown properly on all
drawings. In summary we are
providing a 4k gallon Grease
interceptor. It is now shown on
the site plan, civil plan, floor
plan and building sections.
We have also added the
shoring design required to dig
a hole deep enough to bury
this item adjacent to the
existing buildings. See sheet
TS20
BLDG
005
(Ann Bullis)
The site plan (Sheet A1.0.2) still does not show the correct
We have now sorted through
location of the property lines based on the survey submitted.
this issue. The dividing line
Also distinguish between the property lines and height
between the south mail and
calculation box. (previous item 12a)
the Main Building had not been
indicated by the Surveyor on
their initial product. It is there
now, but is in a location that
will require a lot line
adjustment to align with the
location of the existing 4 hour
wall. This is underway by the
Owner.
Page 4 of 22
*�� Itz
L
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS / RESPONSE MATRIX
062907
I DEPT I # - I - I COMMENT R ESPONSE
BLDG/ alt
001
(J. Graf)
Requests for alternate design shall be stamped by the design
Will do
design
professional.
BLDG/ alt
002
(J. Graf)
Not familiar with your referenced 'interpretation' of 602.5 —
Have done, and explained in
design
please provide a copy for review.
letter
BLDG/ alt
003
(J. Graf)
In general, requests for alternate design must indicate the
We have enhanced our
design
specific code provision that applies, then specifically state the
original letter to respond to
alternate design request, then per 104.11 provide evidence of
your comments. The primary
code equivalency for quality, strength, effectiveness, fire
issue addressed directly here
resistence, durability and safety.
is Fire Resistance, with the
other items related to strength
is indicated as part of the
structural design that is
already reviewed and
approved
BLDG/ alt
004
(J. Graf)
Resu mit a new alternate Design Request with evidence of
We have enhanced this
design
code equivalency.
submittal and resubmitted on
th
Tuesday, June 26
Page 3 of 22
0 AR PLA C
OLD MILLTdWN RENOVATIONS'
CITY OF EDMONDS, MULTIPLE DEPARTMENTSAS NOTED
COMMENTS / RESPONSE MATRIX
062907
DEPT I #
COMMENT.
RESPONSE
FIRE
010
'14W Ctzm'
-6heet A2.0.1 & A2.1.1 Combustible materials shall not be
stored in exits or exit enclosures. Clarify arrangement & details
OK
C&k24 0 &A,
on life safety plans for restaurant and ls'floor retail loading
entries. Address a plan with details for restock and delivery of
supplies and equipment during business hours that does not
reduce the ability to egress for any time. I
FIRE
Oil
NOTE: Provide minimum 2A: 1 OB:C fire extinguishers
OK
throughout common areas and no more distant than 75'travel
distance from any portion of the building.
FIRE
012
NOTE: New and existing buildings shall have approved
OK
address numbers, building numbers or approved building
identification placed in a position that is plainlylegible and
visible from the street or road fronting the property. These
numbers shall contrast with their installed background.
Address numbers shall be Arabic numerals or alphabet letters.
Building numbers shall be a minimum of 4 inches high with a
minimum stroke width of '/2 inch. Coordinate with Development
Services for tenant suite numbering.
FIRE
'013
Proviae Fire Department lockbox. Coordinate with Fire
F2.0/F2.1/A2.0.1/A2.1.1
At-0-1i
Department for a "Lockbox Authorization Letter" and
REMOVE FROM MATCHLINE
A'z. t k
instructions to obtain and install lockbox outside the sprinkler
F.5-5.5. ADD FD BOXES TO
rooms on your site. 425.775.7720
RIGHT OF EXTERIOR
ENTRIES FOR 1 ST FLOOR
CORRIDOR AND 2 No FLOOR
LOBBY.
FIRE
014
Sheet A1.0
-OK
Callout site POC for Fire Prevention Program Superintendent
(IFC 1408) and assure that person will have the authority to
stop work and mitigate any environmental or hazardous
materials concerns. If such issues arise, contact WA DOE
Environmental Report Tracking System (ERTS) 425 649-7229.
FIRE
015
Sheets A2.0.1 & A2.1.1
OK
Provide corrected occupant load figures for each individual
ee,
Aspace
on life safety plan sheets. Call out fire extinguisher
locations and note manual and automatic fire alarm and fire
A o
sprinkler protection throughout.
FIRE
016
Sheets A2.0 & A2.1
OK
14
Sign door 48 for FIRE SYSTEMS CONTROLS.
FIRE
017
M.0c,
Sheets A2.0 & A2.1
OK
Sign doors 21 and 94 for ROOF ACCESS.
7A (o -7 (0-/15t r-P Pr
-7 (1 T to 7 S-16-6'0 CLVIL5
7(17,to 7 SY44M,4t,&� A� 7- 66
Page 2 of 22
ig
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS N;;
COMMENTS I RESPONSE MATRIX
062907
11"7(2-)
DEPT I # 1.7 f 11(6-7 ICOMMENT A Z
C e5 f
�.LA�
ewI
C'614_r�ur__
RESPONSE
FIRE
001
Plans reviewed for shell & core requirements only. There will
OK
N (tt
be additional Fire requirements for approval of individual
tenant occupancies.
FIRE
002
The building is not considered a covered mail structure due to
OK INC
tenant entries outside of mall area.
FIRE
003
OY--
Callout Fire Connection Permit. Fire Connection must be
FIRE CONNECTION -
submitted at the same time as your civil engineering plans.
WHEN CIVILS ARE
Fire connection permit is required for the installation of the
SUBMITTED"
underground supply for your fire protection system.
Underground design must be stamped by registered PE or a
Level III (WA) fire sprinkler contractor AND the installer must
also stamp the plans. The installer must be either Level III or
Level "U" fire sprinkler contractor licensed by the State.
Te-l_.40.1e,
Provide three copies of plans showing all valves, vault
location, post indicating valve, fire department connection and
piping to include size and material, hydraulic calculations,
thrust blocking with calculations, pipe bury depth and any and
all other materials used and their fire protection listings. RCW
18.160.070 / RCW 18.27.110. PLANS REDLINED WITH
TEXT.
FIRE
004
Callout Fire Protection Footprint is required (attached).
A1.0 ADDED FIRE
PROTECTION FOOTPRINT
k.o.
TO DEFERRED SUBMITTALS
FIRE
005
(Scope of fire alarm submittal- for clarification purposes: no
OK
�J IA'
correction rqrd): A manual and automatic fire alarm system is
required for the purposes of manual alarm activation, egress
path detection, off -site sprinkler system monitoring, local alarm
audible/visual notification and exterior audibility. Install fire
alarm control panel (FACP) in sprinkler riser room.
FIRE
006
Sht A1.0 Deferred Submittal section:
REDLINED FIRE SPRINKLER
"Fire Sprinkler ARd dAtAntwon rystem" (Fire alarm is separate
PERMIT TO DEFERRED
+(.oA
permit already noted)
SUBMITTALS LIST.
FIRE
007
Sht A2.0 NEW WALL SECTION is type A (non -fire rated) and
OK REDLINED *EXISTING
cannot used to recognize new building work as separate from
RETAIL REQUIRES
existing building for the purposes of fire sprinklering
SEPARATE FIRE ALARM TO
"throughout".
DEFERRED SUBMITTALS
LIST.
FIRE
008
Show all areas in existing building east of Sht A2.0 NEW
OK
WALL SECTION (Bldg comments #2 & #16)
FIRE
009
lAr
Detail suggested plans (for clarification purposes: no
OK
correction rqrd) for the installation.of Type I hood duct routing
to exterior for commercial cooking in restaurants (Bldg
comment #31).
Page 1 of 22
city of edmonds
land use application
RECEIVED
AUG 0 8 2007
/ARCHITECTURAL DESIGN REVIEW
COMPREHENSIVE PLAN AMENDMENT FILE # R-A/ 200-70glONE 13D- I
CONDITIONAL USE PERMIT --F
HOME OCCUPATION DATE RECD BY A �1)yl
FORMAL SUBDIVISION FEE RECEIPT#
SHORT SUBDIVISION HEARING DATE
LOT LINE ADJUSTMENT
PLANNED RESIDENTIAL DEVELOPMENT HE STAFF PB ( AD19 CC
OFFICIAL STREET MAP AMENDMENT
STREET VACATION
REZONE
S14ORELINE PERMIT
VARIANCE / REASONABLE USE EXCEPTION
OTHER:
PROPERTY ADDRESS OR LOCATION �Z
PROJECT NAME (IF APPLICABLE). P1,Q -MAQ6 '2-
PROPERTY OWNER6-f-E*&f2F=6MN *6qx- PHONE#4 2.1� 6-73
ADDRESS61 P�=Wq--r /Sv- --�)()4- /Ppmomps 01R)620
E-MAIL ADDRESS &MQ&G , N'Uf FAX#
T
TAX ACCOUNT #.Q2i:�!?� 17,1 e0 10 6 SEC. TwP. RNG.
DESCRIPTION OF PROJECTOR PROPOSED USE -Ami-nom or
TD 6PKrFAItQ `�5
APPLICANIew6r&OW41-211A�MM LIEU PHONE# 415 6-73 - -f Z12J
-ADDRESS J51 VAVTM\1 :T,, 5W 36+ t-��OOPS C1062C)
E-MAIL ADDRESS F9f--*M(oP, CqWAc?-F Wf/ eL,1WttVftk0h*, I Armp. COM
CONTACT PERSON/AGENTM IVA 'N I'm kg:�Mx gws Z*-4-7-9boo
ADDRESS M1 ?69rk.LW 11�eA1WVVAf15ID1
E-MAIL ADDRESSra I Ara ce.,,i m4 ij-n�A�sl I c, - cpWIFAx # U&
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application
agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including
reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading,
inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees.
By my signature, I certify that the information and exhibits herewith submitted are true and correct to the best of my
knowledge and that I am authorized to file this tion on the behalf of the owner as listed belol.
SIGNATURE OF APPLICANT/AGENT DATE Vol
Property Owner's Authorization
By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use
application, and grant my permission for the public officials and the staffofthe City ofEdmonds to enter the subject
property for the purposes of inspection and postin attendant to this application.
SIGNATURE OF OWNER DATE o
This application form was revised on 1/27/00. TI(verify whether it is still current, call (425) 771-0220.
L:\LIBRARY\PLANNtNG\Forms & HandoutsTublic Handouts\Land Use Application.doc
'4 . - I ,
OLD MELLTOWN PHASE 11
Old Milltown Residences / Draft Project Narrative
The Old Milltown Residences are proposed as a privately developed grouping of three residences on the
roof top of the newly redesigned Old Milltown Project located at 250 5 1h Avenue in Edmonds,
Washington. The proposed development is clear in its sensitivity to the Downtown Edmonds context, and
especially appropriate as a fitting completion for this venerable landmark located in the Northwest's
"Jewel of the Puget Sound". Several facets of the proposed design bear witness to this assertion.
HISORICAL CONTEXT
The property known as Old Milltown includes a building constructed in the early 1900s that was
formerly occupied by Yost Garage where buses.were manufactured and maintained and
automobiles were serviced. The building was expanded at least three times early in its history
and was divided into a number of service bays. Some of the bays were used for manufacturing
and servicing vehicles; others were used to display automobiles that were sold at the Yost
Garage. The Yost Garage was redeveloped in 1973 to include an antique mall and specialty and
service shops, and re-narned Old Milltown. The majority of the building is currently undergoing
extensive structural and architectural renovations to enable it t6 endure for the long term. It will
re -open in 2008 with restaurants and specialty shops on the first floor ., and commercial offices on
the second floor. The addition of these low -density residences together with the proposed
rooftop gardens will complete the building's evolution and preserve it as one of the most
interesting and beautiful building$ in the downtown core.
KEY ELEMENTS OF THE PROPOSED DEVELOPMENT
In order to be sensitive to the building's history and enhance the feeling of the downtown core,
the proposed project will include the following elements:
1. Prominent Use of Recycled Heavy Timbers from the Original Building. These
recycled timbers will be applied on the exterior of the residences and at other key
locations.
2. Introduction of Beautiful Rooftop Gardens to the Downtown Core as advocated in
the City's Comprehensive Plan and Design Guidelines
3. Substantial Voluntary Building Set -backs from the street fronts. Along Fifth Avenue
the voluntary setbacks ' vary from a minimum of 10 feet on the southern end to more than
25 feet on the northern end. This results in approximately 1,000 to 1,200 square feet of
rooftop garden space with a pergola at the prime comer of 5h Avenue and Dayton. The
preliminary proposed setbacks result in approximately 35-40% open space within the
allowed building envelope, more than required in any building zone.
4. Use of the "Hub and Spoke" Configuration in the overall design that is reflective of
the 5'h and Main traffic circle.
5. Extensive Use of Varying Architectural Elements and Materials to reduce the visaal
mass of the building and provide variety to the eye.
ARCHITECTURAL AND DESIGN NARRATIVE
As outlined in the new District -Based Design Review Process, the architectural look and features that are
discussed here and depicted in the preliminary renderings of this Phase I submission include examples of
the style that is being considered. The Phase 2 ADB submission will include a specific final proposal.
Pattern of development:
The plan pattern of development for the residences is in a classic hub and spoke configuration. The major
stair and elevator access is at the core of the development under an elliptical roof, and the individual units
extend outward in a gently sloping shed roof, creating the spoke -like expression. The individual unit
entries are expressed through a series of lightly vaulted roof structures. This same form is repeated at the
patio doors- the access points to the roof form the units. These forms will be visible from a number of
vantage points, and the forms are similar to the pattern of development in the downtown core traffic circle
and fountain.
The spoke -like pattern of development at the units is accentuated with stone fireplace elements
punctuating the ends of each of the units. The massing and cadence of these elements set the framework
for an imp ressive, lodge -like heavy timber framing expression across the, proposed units. This language
will be repeated in a number of locations for trellises, unit entry porticos and covered outdoor areas.
Most, if not all, of the timbers used here will be recycled from the major timber framing of the original
Old Milltown Structure.
Rooftop setbacks:
The proposed development is based on a series of extensive and varying setbacks and unusual offsets to
the units' exterior walls, creating a series of rooftop patio gardens, bay windows, roof deck promontories
and other amenities,- providing a softened presence and view retention for the community, passersby and
the private developers alike. Great pains have been taken to maintain extensive setbacks along 5 th
Avenue, and to introduce a considerable variety of setbacks along Dayton Ave. The end result will be a
lively and engaging rooftop expression along the entire frontage of the building, making a decidedly
positive contribution to downtown Edmonds.
Building Massing:
The massing of the building is organized into small scaled treatments across all of the major building
elevations. This subtly reinforces the major entry points of the street -front retail and upper level
commercial spaces directly below. With the spoke -like plan organization, the units present first an
orthogonal orientation to 5h Avenue, reinforcing the southerrurtost commercial restaurant entrance;
second, a unit front rotated 45 degrees reinforces the plane of the entry at the comer of 5h and Dayton;
third, a projecting bay window element draws attention to the center entrance of the upper Dayton
building; and lastly, a 45 degree orientation on the NE comer of the upper Dayton building creates a.
lovely comer roof garden preserving and enhancing a view corridor from up the hill.
Additionally, the comer of 5h and Dayton is graced by an outdoor gas fireplace and a beautifully detailed
pergola crafted from hand -joined heavy timber framing; perimeter trellis work for climbing plants and a
metal roof finish that is similar to the awning materials at the major entrances below. Again, the heavy
timbers from the original Old Milltown structure will be used and mirrored here as well. Due to the
element's location, this material and associated handiwork will be prominently visible from the street
below.
Exterior finishes:
The exterior finishes for the residences must respond to many demands:
• First, the materials have to be conceptually and visually lighter in scale and texture than those
used in the base building below. This is critical in reinforcing the sense of the redesigned Old
Milltown project as a largely two story volume as expressed to the street, yet fitted with an
appropriate top level. The building below is largely original cast-in7PIace concrete, and now
accented with two types of sandstone tiles as part of the current re -design.
• Second, we believe that there should be a basic pattern recall from the building below to the
proposed residential units above to visually tie the two building components together. The
sandstone tiles, copings, and transom breakups at the windows and louvers provide us with hints
for this goal.
• And finally, the materials used must provide us with a strong, even undeniable link to Edmond's
past and history that is so deeply rooted in the Pacific Northwest and her native materials.
Our proposal is to utilize a high grade stained cedar shingle siding, using double butted and single butted
applications to reinforce the variety of building massing, as the predominant siding for the residences. It
is our belief that there is no more appropriate material to meet the above aesthetic and historic contextual
demands of this project. We are also considering some selected applications of subtle art shingle
applications to reinforce changes in planes and functions of the building.
Artistic expression:
There will be several instances of artistic expression integrated into the final proposed development
beyond the shingle applications referred to above. We are currently looking at two types of railings along
the roof edge. One would correspond to the sandstone copings designed for the building comer masses.
These would be relatively simple, and have some type of integral planter. The second would be located at
the center portion of the building over the new infill design. This would be developed as an "Art Rail"
employing an organic form design. As this area is recessed from the property line by about 2', it will be
somewhat visible to the street and further reinforce the variety of materials and interest.
Upper Dayton Building:
This proposal also addresses the upper Dayton building, former home of the Starfeathers store. First, the
existing cast -in -place concrete edifice will be retained as it is in the rest of Old Milltown. The existing
setback from the property line (about 7-8 feet) will also be retained, maintaining an important public
amenity along this building. Second, there will be a series of three offset bay storefronts orienting clearly
down the hill to the comer of 5�h and Dayton. The recessed component of these elements may be
developed into storefront entrances at one, two or all three bays depending on the.ultimate configuration
of the future tenants. Orientation of the half -bay frontages would capture the sloped nature of the street,
and is a clear gesture to the primary pedestrian path along 5 1h Avenue. Third, we have placed a projecting
bay window element as part of the residences directly centered over the middle entrance. This element
provides a visual anchor for the entire upper Dayton building fagade, and creates a lively interaction
between the street frontage that retains its enhanced presence with the current setback from the sidewalk.
Finally, we are proposing a heavily developed roof edge cornice along this building frontage consisting of
heavy timber corbels at the projected bay window, bull -nosed timber terminations; a coved molding to the
sandstone cap, and glass -block lights recalling a dental molding pattern, bringing light into the high
reaches of these ground floor spaces.
The resulting edifice at the Upper.Dayton building element is one that surprises and delights, even as it
creates a lively and dynamic tie to the remainder of the overall development. There is nothing boring or
monotonous about this treatment, and in the final presentation, will express a closely related though
dynamically individualistic series of building elements.
ADDITIONAL BACKGROUND INFORMATION
This project is being proposed by Edmond and Barbara Lee in conjunction with Bob Gregg's company
Gregg Production Associates, Inc. The Lees are the founders and majority owners of The Hotel Group, a
company that has been headquartered in Edmonds since 1984. The Lees have a contractual interest in the
property and have entered into an agreement to acquire the entire second floor of Old Milltown to be used
for The Hotel Group's offices.as well as the "dir rights" that would enable these residences to be built
within the city's current height limitation. The proposed residences are for the Lees and some close
friends, a classic live -work scenario as advocated by the city's Comprehensive Plan.
For a speculative builder the building envelope for this site could likely accommodate up to 12 traditional
condominium units by sacrificing the voluntary set -backs, rooftop gardens and other interesting
architecutual features. It is because,of personal (rather than financial) motivation that this proposed
development is a low -density residential community with nearly 40% open space for setbacks and rooftop
gardens. We believe that this kind of re -development of the downtown core is true to the charm that
makes Edmonds a special community and should be encouraged by the ADB and others interested in
"enhancing while preserving" the downtown core.
i
city of edmonds
land use application
Q ARCHITECTURAL DESIGN REVIEW
Q COMPREHENSIVE PLAN AMENDMENT
0 CONDITIONAL USE PERMIT
Q HOME OCCUPATION
0 FORMAL SUBDIVISION
Q S-HORT SUBDIVISION
LOT LINE ADJUSTMENT
Q PLANNED RESIDENTIAL DEVELOPMENT
Q OFFICIAL STREET MAP AMENDMENT
El STREET VACATION
0 REZONE
C] SHORELINE PERMIT
El VARIANCE / REASONABLE USE ExCEPTION
C3 OTHER:
PROPERTY ADDRESS OR LOCATION 2,01 511,
PROJECT NAME (IF APPLICABLE)
t%� k LL-raO-)
PROPERTY OWNER PHONE#
ADDRESS ", V94161N "Ifl. 1// 14 C-
E-MAIL ADDRESS FAX#
TAX ACCOUNT #
t;e? W,
SEC. TWP. RNG.
DESCRIPTION OF PROJECT OR PROPOSED USE Lyr L-t t4,e-, Nq�i4,ymkAr ?NTwt-fA
ADDRESS
E-MAIL ADDRESS
MW-V'VA Lip 6A-.p MILLT4,k"W,
PHONE# 94-67
&*AX #
FAx #
The undersigned applicant, and his/her/its heirs, and assigns, in consideration on the processing of the application
agrees to release, indemnify, defend and hold the City of Edmonds harmless from any and all damages, including
reasonable attorney's fees, arising from any action or infraction based in whole or part upon false, misleading,
inaccurate or incomplete information furnished by the applicant, his/her/its agents or employees.
By my signature, I certify that the information and exhibits herewqh submitted are true and correct to the best of my
knowledge and that I am auth f--th—i—sa-p--p—hc-?qion on tlA
,wizrd—to ile J#half of the owner as listed. below.
"9�� % — -,7 7
SIGNATURE OF APPLICANT/A DATE i
Property Owner's Authorization
By my signature, I certify that I have authorized the above Applicant/Agent to apply for the subject land use
application, and grant my pen-nission for the public officials and the staff of the City of Edmonds to enter the subject
property for the purposes of inspection and posting attendant to this application.
SIGNATURE OF OWNER DATE 7-a-o7
This application form was revised on 1/27/00. To *verwhether it is still current, call (425) 771-0220.
L:\L1BRARY\PLA"1NG\Forms & HandoutsTublic Handouts\Land Use Application.doc
T
WN'x CASE.
DAYTON STREET
rRAPW SCALE
LOT A
N 0 10 20
20'
4
SUR VE-fQWS NO MS�
PLAT t�l tw- My cl�:
F-- &AS;S -'F aF-VWW; 109 -),IS P0q%T i' '� NE
3' OCK 12 1
CENTEPLPJ-�%OF 3-'-1 A�VWC SCWk
AND MAPLE VCaT MZAP.N EAST 4ccM.,W6
11 VIC flZ'C-VCED :N Ba�',317 OF SZ)RVEIS A! P-,:r
43 PECIIIIVS 'IF
EARLDMO
Snlc�&-"o-.5(--, covllin� vlrS�;mcTl`v.
iricA wS-F7LVplr 4:45
f- NEW L*, UNE
VAWED
AUNIRC Mig, OiSrAW-6 t,--4St?PE!.CNTS r:)�Z
VEASUWJ,-, !NS'qVA'V4T; Al.P FjX,.�4!,-Nr &E
ig
ALLEY
z
P4
ui
>
st'.97,
-'�(00 V-:Y75 OV EY�MVS jLINMV4,
V
9.57
--w
LVACATED
- - - - - -- - - - - - -
OLD "Ay LWE
ALLE Y
PjAr y OlY il:,LV.WE Z C;F FIAS F-4-GES
��FC:AFVS OF 5
ig 414', C."-Wr- V4 4". iG,6-4
SURVEY PE-cn.,co 'y J7 Or A
157 'FtRE
P��COPDS --1 SPXNt"-slt
f ACCES$
E&SaWN'T 70
W-CKATED
BY SZPARATE
0-y'-'wev
40 37 :3 b
LOT AREA
B=IW.
PAI��L :2,1573 5r, f!�
z
LOTB
;0T A al;--p t�
L07 a %'. ;pf-j
30'
Eu
.7-4
JUL 1 1 2007
sag rt. 103.94'
RANNNING DEPT.
MAPLE STREET
SHEET 2 OF 2
�W'5rWK 6-99.71'(PM) 860.01Y jP)
PTX OF: SW 1/4, SW.114, SEC. 24, TWP. 27 K. RGE. 3 E-;.W,4,
x
CITY OF EDMONDS
�--Ec-o-R-5-6-F-C-6-T-60E ADJUSTMENT
I"'S -' TC CERTIFY "PAT U-fE -ROPEPTIES AS SK"11. ON TtE ATTA0`IED MAP AND CESCRGED
K-EV.-' HAVE HAD T`�EP LOT L04ES AMSTED U?,-JER'.THE'PRO'nONS OF THE EDIAONDS
su'sDIVISION CPrX%ANCE, 04APTER 20,75,
WE VERIFY THAT WE ARE THE LEGAL O%KR(S) OF T,4E PRO-PtAfY DESCR!SVO ABOVE. I / WE
WARRANT THAT ALL IrLPRV5ENtATJONrS ARF TRVE AND CORRICf, AND UNDE11STAMID THAT W THE
EVENT OF ANY MISRSPRESENTATION OR FA&URE TO COWLY VT�4 rr4E COVDITIONS AND REMILATIONS
SET FORTH HEREw, THE Ciry OF EDILCNDS'SHALI_� HAVE THE Rlrq.T Tr) DECLARE THAT LOT tk.T
&D-k'STUENT %4= -010 REX7RD A STATEMENT 10 THAT EFFECT IN THE CRANIOR - GRA.NTErS
IAX-Ey IN `T`E OMCE C;' TirlE SNOHDIASH COUNTY AUDITCR.
ACKNOWLEDGEMENT
STATE OF WASRINGT.0"
,CuNly or smomowsm
i C-R'rF*i TKAT I K14OW OR �4AVE SATISFACTORY E-ADENCE. TkAT Is THE
Pri��- WO APPEARED F3,-f'-RE WE, AND SAM, PERSON A&1;6�KT-Ka--FHAT HE Stu "- 54-,
N31PUMIN'T , ON OATII STATED THAT HE WAS AUTHORIZED TO EXECLITt TWE !NSTRLPA04T AND
C";OWLEDGEO I! AS -.14E
OF AND URPOSES Pj NTICtIE
0 RE THE FREE A19) VdL5NTIZFWAC7�5F --lUE;�-F;A-Fi--ry7C9 -THE L, S �p E D
W -,ic INSTp.tAoE-NT-
DATED ---------
StGNATLINE
PR'4T MAUE
NOTARf PUBLIC :A; AND FOI� THE STATE OF VtASmNGTCN
RESIDING AT
MY APPt.ANTMENT EXPIRES
IRECOM)ER'SCERWICATE
�`U`D F:q MCOW Yn - E�y OF - 20
A7 -tk N ODCA. - rF __-_ AT PstA
AT �E 14(FAST ff
I ft�o,
x
SURVEYOR*3 CERTJFMCATE
4 , -t
CGkRE TLY ALFREMNIS A SI.W&'Y MADE BY LIE!qt W)ER !-
.c Cf
My O�RECrrJW 0 CWrMWXE ft� TIT fXWRELaWTS Or T�q m, - 6
ACT AT OC RED
OUT Or Q.IPA M-1
"NO .4
' Im
EPT*,,.Tt 2
PLD LEGAL DESCRIPTION
PER CWCAGD TITLE INSURANCE CatPANY AIJ,A. COULIT. 'T. ORDER N
T*LE'k 0.
-302,450
LOTS 1. 2, 3. 4, S, 6. 37. .3S� Z9. AND 40, BLOCK -.21. THE CITY OF EDMONDS,
ACVPDWG TO THE PLAT TKREOF FIECCRDED t14, y�_WE 2 OF PLAYS. PAGES 39
AND 40. RECORDS OF SNOIi-WSH COUtiny. WASHINGTON;
EXCEPT THT EA-11 16 FEET OF SAID LOT 37:
TOGETHER VOTH THAT POR'nCol OF THE VACATED ALLE� ADJOININS LOTS I
,',RCUCH 4 AND LOTS 37 TWOUCai 40, 04ML,9VE,
EXCZP THAT PORTION OF SOUTH HALF OF SAID VAC.A--D AU.EY '-YeeG
AZJ'A(ENT TO THE EAAST 16 FEET OF L07 37.
SJT�)ATE 'N THE COLI-47Y OF S"�OHOWSH. STATE OF WASHIXrTON
NEW LEGAL DESCRIPTtONS
'01 A
L07S 1. 2. 3. 4. 5, AND 6, aL0fX 127, T14E CTY OF EtUINDS. ACCORM To TK
,ES 39 AND 40. R56*ZS
PLAT Ti4EREOF RECORDED Ik,t<nA!IAE 2 01 PLAYS, PAC
C'F SNOHOMI'SH COUNTY. WASWN070r4;
T`04-r,4ER VATH WAY PORYIOWT�F rHE NORTH HALF OF 74E VACATE r, ALLEY
AMYN;NG LOT 4 AND T14E EAST 11-58 FEET OF L07 3.
LOT a
LOTS 3? THROU(Ji 40. INCLUSiVE. IJE CITY OF EDIACND!�. ACORDING TO TK
PLA7 T"EREOF RECORDED IN VOLVAE 2 Or PLAIS. PACES 32 AND 40, RECORD->
OF SNCIHOWSH COUNTY. WASHWS70K.
EXCEP! THE EAST 16 FEET Or SAID LOT 37;
I
.MTHER WHW VACATED ALLE" LM.�U ADJACENT TO THE SAID LOTS AND THE
LAST 16 FEET OF SAID LOT 37.
AND EXCEPT TWAT PORTION OF THE �ADRTH HALF OF SA41) VACATED AULY
AO"NIN�' LOT 4 AND THE EASY 16.58 FEET OF LOT 3.
5iTUAIE IN THE COLWY OF StIONOMISI". S7ATE OF WAS1.4IN00N,
Noll
PTN, OF: SW 114I.SW '114, SEC. 24, TWP. 27 N., RCF- 3 E- W.K
IRSON BOUNDARY LINEADAZTNEWT
NSULTING IVR
I GPAlNc-
S-11 ADW51.
2W STh AVENUE S.. EMONDS, WA.
ORAW SCXLE.
A4X,70167
wl
Page I of I
Westfall, John
From: Ralph W. Allen [rwallen@gracearchitectspllc.com)
Sent: Wednesday, July 11, 2007 2:21 PM
To: Umbaugh, Theresa; Graf, Jeannine; Bullis, Ann; McConnell, Jeanie; Westfall, John; Bowman, Duane
Cc: Bob Gregg; Robert Appleby; Kurt Daviscourt; Steve Gray
Subject: Status check in
Theresa, thanks again for your assistance today ... just thought it might be useful to summarize where I believe our
status is currently.
• Late breaking coordination:
• Lot Line adjustment: submitted and taken in
• Easement language: under review by city's attorney
• I am cleaning up the attachments today and will have ready to record
• Jeannine will confirm if the permit can be issued prior to this recording taking place
• Insurance certificate adjusted per JM comments and resent via e mail today
• Alternate design request for the Fire Protection Yard is under review by Jeannine
• Drawing review:
• Engineering review underway per Jeanies marked up comment letter as of yesterday
• Fire is also reviewing in the context of the Fire Connection permit
• Fees
o Theresa, once you have it calculated, if you can give the owner a heads up on the amount that will be
due for the permit that would be helpful
Timing:
o I know that we are all very aware of the critical nature of the timing for issuance of the permit by the
14th of this month ... which is Saturday and I also greatly appreciate the efforts that are being expended
on everyones part to comply. I do have two requests...
• If there are any remaining changes, that we limit / allow them to be done as a red mark
• And that these, if any, are known by a time on Friday that will allow me to come up and make
them happen and
• That we target getting this wrapped up and the permit issued by Friday if at all possible. I
realize that we have till Monday legally, but I think we could all rest a bit easier to get this
wrapped up this week...
Thanks, and let me know if I am missing any points...
Ralph
Ralph W Allen,
GRACE Architects PLLC
1927 Post Alley
Seattle, WA 98101
C 206-399-9467
F 206-682-3159
iMCHITECTS PLtC
7/11/2007
Westfall, John
From: Umbaugh, Theresa
Sent: Tuesday, July 10, 2007 8:30 AM
To: Westfall, John; Taylor, Kathleen; Bullis, Ann; McConnell, Jeanie
Cc: Graf, Jeannine; Chave, Rob; Gebert, David; Bowman, Duane
Subject: Old Milltown Permits that HAVE to be issued on Monday 7/16/07 - PLEASE Note
Importance: High
The following permits will be issued simultaneously on Monday. They should appear on your review list (for those of you it
is assigned to) with a due date of 7/6/07.
BLD2007-0505 Roof Demolition
BLD2007-0703 Fire Connection - (pending redlines on Civils from Ralph Allen to be done 7/7/07)
BLD2006-0845 Addition/Remodel - (pending redlines on Civils from Ralph Allen to be done 7/7/07)
BLD2007-0468 Interior Demolition of North East (Starfeathers) portion of Building - (Jeanie, please see message in Permit
Trax)
STF2007-0014 Alternate Design Review for Heavy Timber Equivalency
BLD2007-0575 Emergency Shoring
This is the number one priority. If you need my help with files, finding things, chasing things down, etc... Please let me
know.
Administratively: (TU)
Need Bond in the amount of $99,867.01
Need Traffic Control plan that encompasses the interior demo for the NE portion of building (TU to work with JM).
Ralph Allen to come in 7/7/07 to update Civils for the Addition/Remodel and the Fire Connection
Ralph Allen to apply for Alt Design Request 7/7/07 for Fire Protection Yard
BLD2007-0575 Emergency Shoring READY TO ISSUE
Theresa M. Umbaugh
Permit Coordinator
Development Services Department
City of Edmonds
Hours M-F, 9am-12pm and 1pm-4pm
(425) 771-0220
`� Message
Page I of 2
Westfall, John
From: Ralph W. Allen [rwallen@gracearchitectspllc.com]
Sent: Friday, July 06, 2007 9:56 AM
To: McConnell, Jeanie
Cc: Kuhnhausen, Kris; Waite, Jim; Westfall, John; McMurphy, Linda; Umbaugh, Theresa
Subject: RE: Location of DCDA
Jeanie, we are working on it ... and will show it at the closer location that I sent through yesterday ... I looked at the
previous location more closely, and to get the kind of room that you would need under the stairs would require an
offset of closer to 20'...So we will go with the one showing it in the basement ... and the PIV and FDC directly
outside of that location ... should work very nicely for all concerned...
Ralph
Ralph W Allen.
GRACE Architects PLLC
1927 Post Alley
Seattle, WA 98101
C 206-399-9467
F 206-682-3159
F-I
From: McConnell, Jeanie [mailto:Mcconnell@ci.edmonds.wa.us]
Sent: Thursday, July 05, 2007 1:00 PM
To: Ralph W. Allen
Cc: Kuhnhausen, Kris; Waite, Jim; McConnell, Jeanie; Westfall, John; McMurphy, Linda; Umbaugh, Theresa
Subject: FW: Location of DCDA
Ralph,
Jim Waite received your phone message on the DCDA location but was not able to respond before he left the
office. He did however leave me a message stating the proposal to locate,the DCDA 12' inside the building would
be acceptable to Public Works. The arrangement that you have shown in the attachment would be closer than
that, so this appears to be an acceptable approach as well.
Please re -submit the affected civil sheets showing the revised location of the DCDA so we can review.
Thank you,
Jeanie WcConned
Engineering (Program 911anager
425-771-0220, e.V. 1338
TAX- 425-771-0221
mcconneff6ciedmonds.wa.us
----- Original Message -----
From: Ralph W. Allen [mailto:rwallen@gracearchitectspllc.com]
Sent: Thursday, July 05, 2007 12:17 PM
7/6/2007
'i- Message
Page 2 of 2
To: Don Nelson; Romana; Caelum Roberts
Cc: McConnell, Jeanie
Subject: Location of DCDA
Don, the criteria for the location of the DCDA is best met placing it along the easternmost wall of the basement
space that exists in retail space 3 ... There is plenty of room there, and though access is from the retail space, it
should more than meet the cities requirements ... the Public works fellow in charge is gone for two weeks, so I am
inclined to show it where I know that Jeanie can approve it in order to expedite the permit ... I will be up in
Edmonds tomorrow morning to try and see where we are at on all topics ... thanks,
Ralph
Ralph W Allen,
GRACE Architects PLLC
1927 Post Alley
Seattle, WA 98101
C 206-399-9467
F 206-682-3159
2
7/6/2007
--------
F-
Hn
001 111111
REMOVE 0C)l I
RETAIL
EXISTING z
56.4
OCCUPANCY
WINDOW AND
TYPE — M
RESTORE
1881 Gross SqF
EXISTING
-6- ±59.00'
CONCRETE
OPENING
R AT-rL-
INCIDENTAL USE AREA
BASEMENT TORAGE
�EXIS ING
209 SqFt
--L--EXISTING STAIR
TO REMAIN
I A ,
I -- — — .
—
FUTURE Kil
UNDER T.I.
L1.2
Message Page I of I
Westfall, John
From: McConnell, Jeanie
Sent: Thursday, July 05, 2007 1:00 PM
To: 'Ralph W. Allen'
Cc: Kuhnhausen, Kris; Waite, Jim; McConnell, Jeanie; Westfall, John; McMurphy, Linda; Umbaugh,
Theresa
Subject: FW: Location of DCDA
Ralph,
Jim Waite received your phone message on the DCDA location but was not able to respond before he left the
office. He did however leave me a message stating the proposal to locate the DCDA 12'inside the building would
be acceptable to Public Works. The arrangement that you have shown in the attachment would be closer than
that, so this appears to be an acceptable approach as well.
Please re -submit the affected civil sheets showing the revised location of the DCDA so we can review.
Thank you,
Jeanie 911cConneff
Engineering Program 911anagcr
425-771-0220, aiLt 1338
'FAX - 425-771-0221
mcconneff6ciedmonds.waus
----- Original Message -----
From: Ralph W. Allen [mailto:rwallen@gracearchitectsplic.com]
Sent: Thursday, July 05, 2007 12:17 PM
To: Don Nelson; Romana; Caelum Roberts
Cc: McConnell, Jeanie
Subject: Location of DCDA
Don, the criteria for the location of the DCDA is best met placing it along the easternmost wall of the basement
space that exists in retail space 3 ... There is plenty of room there, and though access is from the retail space, it
should more than meet the cities requirements ... the Public works fellow in, charge is gone for two weeks, so I am
inclined to show it where I know that Jeanie can approve it in order to expedite the permit ... I will be up in
Edmonds tomorrow morning to try and see where we are at on all topics ... thanks,
Ralph
Ralph W Allen,
GRACE Architects PLLC
1927 Post Alley
Seattle, WA 98101
C 206-399-9467
F 206-682-3159
e:
7/5/2007
Z(V ARCHITECTS PLLC
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS / RESPONSE MATRIX / COMPLETION WORKPLAN July 2, 2007
062907
I DEPT P, I I COMMENT I RESPONSE
FIRE
003
Callout Fire Connection Permit. Fire Connection must be
FIRE CONNECTION -
submittad at the same time as your civil engineering plans.
WHEN CIVILS ARE
Fire connection permit is required for the installation of the
SUBMITTED"
underground supply for your fire protection system.
Underground design must be stamped by registered PE or a
Level III (WA) fire sprinkler contractor AND the installer must
also stamp the plans. The installer must be either Level III or
Level "U" fire sprinkler contractor licensed by the State.
Provide three copies of plans showing all valves, vault
location, post indicating valve, fire department connection and
piping to include size and material, hydraulic calculations,
thrust blocking with calculations, pipe bury depth and any and
all other materials used and their fire protection listings. RCW
18.160.070 / RCW 18.27.110. PLANS REDLINED WITH
TEXT.
FIRE
003
Confirm with Public Works that the location of the Fire main
Red
DCDA valve is adequate as shown or that it needs to move to
Mark
the front of the building. We are hopeful that the current
configuration will pass muster with the water quality folks.
Also, include City's standard detail for the FDC in location
shown.
FIRE
013
Provide Fire Department lockbox. Coordinate with Fire
F2.01F2.1 /A2.0.1 /A2.1 .1
Department for a "Lockbox Authorization Letter" and
REMOVE FROM MATCHLINE
instructions; to obtain and install lockbox outside the sprinkler
F.5-5.5. ADD FD BOXES TO
rooms on your site. 425.775.7720
RIGHT OF EXTERIOR
ENTRIES FOR 1sT FLOOR
CORRIDOR AND 2 No FLOOR
LOBBY.
FIRE
013
These will be added to the exterior of the building at both the
Red
middle Dayton building on the first level, and at second floor
Mark
entrance facing the South Parking Lot.
BLDG
007
(Ann BuIlls)
Site plan still does not show a designated datum point.
The Survey plan dearly
(Previous item 120
describes the datum point and
is adequate for all practical
purposes as shown. However,
We have added a small inset
map to indicate the location of
the Datum point down near the
ferry dock however.
BLDG
007
Red mark will be added to the set that requires the Owner to
Red
provide certification of the overall building height compliance
Mark
with the city requirements in reference to the datum provided
in the drawings. This shall be provided by a licensed surveyor.
Page 1 of 31
PLLC
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS/ RESPONSE MATRIX I COMPLETION WORKPLAN July 2, 2007
062907
I DEPT I # I I COMMENT I RESPONSE
BLDG
013
(Ann Bullis)
4-hour Fire Wall at Grid 8: Provide construction details
0 W6 will;jdd joint
showing the termination of the fire wall to meet IBC 705,
details illustrating the
including the transition of 4-hour wall to 1 -hour wall, at the
transition between the
windows, and at the alcove area of doors 90 and 91 where it
4 hour and the 1 hour
must maintain vertical continuity.
separation per IBC
713
• We don't believe that
the referenced alcove
requires the vertical
continuityj as it is
more than 4' beyond
the easternmost Will
of the south mail
building requiring the
separation. We will
capitulate the point
however and call for
the rated construction
at this location.
• 'the south elevation
of the building on
sheet A3.0 illustrates
the nature of the
existing concrete slab
roof at the south mall
in addition to our
proposed 30"
extension of the 4
hour separation
clearly establishing
compliance with the
vertical continuity
requirements of
2ectioh 705.6
BLDG
013
Ann will confirm that our opening percentages at the upper
Red
building entry alcove are within established code guidelines.
mark?
Since we are adjusting the property line to reflect the
projection of the subject entrance we are confident that we are
in good condition ... ie, 5-10'from the property line will allow us
to 45% of the wall in openings.
PLNG
002
(Kathleen
Heiaht Calculations. The site plan shows the elevation of the
The height limitations for the
Taylor)
four comers of the height rectangle and the average grade.
building are clearly
Please also add the maximum and actual elevations to the site
represented on every building
plan.
section, Wall section and
Building elevation. We will add
it to the site plan as well.
PLNG
002
Add the Actual Heights of the proposed structure to the siFe—
Red
plan.
mark
Page 2 of 31
race ARCHITECTS PLLC
_:E:r a c 0
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS/ RESPONSE MATRIX / COMPLETION WORKPLA N July 2, 2007
062907
DEPT # COMMENT RESPONSE
ENG
004
sits
Show location of required 3 hour parking right. Signs
All of the existing sign
Developmen
removed during the construction project will need to be
locations are currently
t
reinstalled by the contractor at project completion.
indicated on C1. We do not
Improvemen
however know the cities
t Plan
guidelines for content and
message. We will need some
additional guidance herej other
than requiring the contractor to
restore existing signage as we
have noted on the site plan.
ENG
004
site
re the signs along the street side ... the ones that have
Red
Developmen
been removed, apparently were removed by the
Mark?
t
city... so I will have to rdly on you to let me know what
Improvemen
they need to say... We are happy to redline our drawing
t'Plan
with the pertinent information or to defer the permit until
we can sort that one out, but are going to need your
assistance with that one.
ENG
005
site
Show location of existing bus stop sign and yellow curbing this
The bus stop striping and sign
Developmen
plan sheet. Has the bus stop been temporarily relocated?
are already shown on C2. We
t
Show permanent bus stop location this plan sheet and
will also add the requested
Improvemen
reference closure and temporary stop on traffic control plan
information to the Traffic
t Plan
sheet.
control plan that already exists
in the set. The contractor
worked the temporary location
out with the local transit
authority, and as you know it is
already re -located and
functioning adequately ... we
will document on our plans.
ENG
005
Site
Add note to "Paint Curb Yellow". Also, coordinate signs for
Red
Developmen
bus stop and etc.
Mark
t
Improvemen
t Plan
ENG
006
Site
Clearly identify on street parking areas. Each end and the
Will do. We do not however,
Developmen
outer edge of the parking area shall be striped white.
have the city's standard width
t
dimension for this call out. Can
Improvemen
you provide on our upcoming
t Plan
meeting and we %-All redline it?
ENG
006
Site
Add to Civil sheets, also, dimension 8'6" from face of curb to
Red
Developmen
centerline of parking box delineation line.
Mark
t
Improvemen
t Plan
Page 3 of 31
AACHITECTS PLLC
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS / RESPONSE MATRIX / COMPLETION WORKPLAN July 2, 2007
062907
DEPT # COMMENT RESPONSE
ENG
007
site
The two large maple trees on either side of the curb ramp at
Will do / called out on our site
Developmen
the SE comer of �P & Dayton shall be removed and replaced
plan A1.0.2
t
with a Bowhall Maple species. Please call out this
Improvemen
requirement on the plans. An additional note shall be placed
t Plan
on the drawings requiring contact be made wit the City Parks
Dept 2 weeks in advance of tree removal so the existing
irrigation system can be decommissioned.
ENG
007
Site
Show this work on the civil plan
Red
Developmen
Mark
t
Improvemen
t Plan
ENG
009
Site
The curb ramps at the SE comer of 5n & Dayton shall be
Done ... See the enlarged entry
Developmen
removed and replaced to meet ADA requirements, which
plan on both 1 / A2.6 and the
t
includes the placement of truncated domes. The curb ramps
civil drawings
Improvemen
shall be constructed so as not to exceed a 1: 12 slope. Please
t Plan
refer to City standard details. Some modification may be
required to fit the existing configuration of the
into rsectio n/crosswal ks.
ENG
009
Site
Update Civil to accurately reflect or include an extra set of the
Red
Developmen
Architectural site plan in with the civil and make reference to it
Mark
t
for clarity during Engineering Inspections.
Improvemen
t Plan
ENG
015
site
Provide cross section details at each entrance to the building.
We will provide.
Developmen
Cross section shall include street, sidewalk, ramps, landings,
t
building frontage, etc. Provide elevationsas required to verify
Improvemen
max 2% cross slope and 1: 12 ramp slope is achieved through
t Plan
sidewalk area.
ENG
015
Site
Update the 5"' and Dayton to clearly show that this door swing
Red
Developmen
can work there without going onto the right of way and without
Mark
t
requiring a 90deg hold open.
Improvemen
t Plan
Page 4 of 31
ARCHITECTS PLLC
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS/ RESPONSE MATRIX / COMPLETION WORKPLAN July 2, 2007
062907
I DEPT I # I I COMMENT I RESPONSE
ENG
020
site
Parking lot layout and striping plan to be provided with the civil
All of the requested
Developmen
drawings.
information is indicated on
t
0 Minimum stall length shall be 16 Y2 feet and width shall be
A1.0.2. but for the following:
Improvemen
8 % feet.
0 the curbing indicated
t Plan
0 Drive aisle width for two-way traffic shall be 24' and 12'
We are not quite sure
for one-way traffic.
why it is needed, but
0 One-way driveway aisles shall be marked by signage
will add. See sheet
and/or striping.
C2 for curbing
0 Additional curbing is needed along the east edge of the
location and extent
parking stalls adjacent to the one-way drive aisle.
0 and the heights of the
0 Label existing wall along west edge of parking lot.
west wall, which are
Provide top and bottom of wall elevations.
shown in detail on the
0 The slope of the parking lot shall be noted on the plans.
survey document
Is there proposal to regrade any portion of the parking lot
submitted as part of
or will it simply be restriped?
the original re-
0 Indicate where storm water runoff will drain to.
submittal. As there is
no work at that wall,
we hadn't anticipated
showing this
information.
The layout dimensions
indidiated on sheet are clearly
in excess of your
requirements.
The slope and storm drainage
are clearly indicated on C1
where YD 5434 is the existing
drain serving this area. As we
are not planning on any
regarding of this area, now
new conditions are indicated.
ENG
020
Site
We may add the Architectural Site Plan to the Civil Set to
Red
Developmen
assure clarity during site inspections by the Engineering
Mark
t
department for this item.
Improvemen
t Plan
ENG
005
Utility Plan
An RPBA is shown on the plans (to be located on the domestic
Revised as noted. See sheet
service on private property), but is currently shown on a
C3
service that is called out to be abandoned. Please revise
accordingly.
ENG
005
Utility Plan
Revise C1 to reflect condition shown on C3
Red
Mark
Page 5 of 31
ARCHITECTSPLLO
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS, MULTIPLE DEPARTMENTS AS NOTED
COMMENTS/ RESPONSE MATRIX /COMPLETION WORKPLAN July 2,2007
062907
DEPT # COMMENT RESPONSE
ENG'
012
Utility Plan
Please show the a �9 roved configuration for the sewer and
Have made reference to the
water services off 5 Ave S. Show as"greyed out" this plan
separate permit. Wanted to
set and add a note that references approval under a separate
keep the same line weight for
permit and provide permit #.
clarity. See sheet C1
ENG
012
Utility Plan
This information will be added to the civil drawings
Red
Mark
ENG
002
Traffic
Please provide a traffic control plan that shows street
This is already indicated on
Control &
disruption required for utility and sidewalk construction. Plan
sheet D1.1
Haul Route
shall show lane disruption, signage, fiaggers, etc.
Plan
ENG
002
We will augment the current information to show how the two
Red
primary street utility connection issues are being addressed.
Mark
We have only located the Side sewer water line along 5t�'
however. The Water line along Dayton is not yet located by
the Utility locator.
Page 6 of 31
�'VKUOI-Rq P12e, - R. UL PLAN
2015. AVENU�
EDM,6NDSi WASF4*ING*TON
Fre Prevention Progran- 1 Super�6ten4ent.,
. Scan Roberts 14hr cell contact A6423-5761
Th6, pimp.o.se of this plan. is to provent fir& by implomentin& thne tested methods 4nd.
procedures that are-kaownto. reduce the risk offiro;'Igni� om
l3j9tV6k. US. A* GR* OUR I14C., 6 &eratpontractdr, appoints Sean Roberts as.: the on site
em 16 sponsible for the hii* lelfi6htafion.of" . this plati.. He will function as the:
p
6G SUPERINTENDENTas descnbedfii11FGch�pt6t 14.
In- th e. c'a-s* e . of ah. emeivA4! dial: 911., lnune(&del� inforhs the operator Widt You qre, in.
E..dilq.oitds� TVA.
Site,. security shalfbe provided b acont' us. construction, fence, . Entry- gafea shall b6.
y 111.110
well. m arked and! road ity identifiiiblc� In time of need enter-pricyvehi es wi 1. elitev at.
0
aming access by cutting chains and I. c16;.. Plutry gates, must be �ept clear. of
ob§ iojis to-,. . aljoW rk; 'ft. the Pro " gr , am .
4tii'ckaccesg.Atth6dnd�ofeach,..wo -shi
Si.iperintendent-shalf-walkttie�.6iitirof6ilceto.vor*.'ittint6'gh;y�!idd.�ecur'eihd-,fetico.to
prevent u"W'a'w'f iij.. A recordo'f.these. insOctio ft
Consti-action d0b r*i§:o.r other material shall not be.. at I 'owed io co lieci *-in such; a iu=.norl. as
to -create. 'A:5rd, hazard or -obstruction. :Gates, Walkways, stairs, fire
and fire hydrants shall not be, obstructed,
Wo4cqs petforming tasks: ihat creatd.'sparks,� open-. flame,. Weldii�glcutting with torches,
�410�tini,-,,orthe.applicati6nofroofLh- 4uc
g pro As that requite open flame: shalt haVe,
within arms:x4eachi tL.ffi*c'bktin'94i'sher"o*f'a:typ-e!A!OtC, �S.--odbD4.
All workers- regardless of task� shatt'havo access: t�:ftre extinguishers- at a distance* no'
gr an on w1iiah is to be
15f6et-the-locati of 1' 616arli/ visi6le and. welljuarkod': The-
f " dent
4iscfiarge�.. of hro'ext'in'guishers'.shall, be immediately reported t6i the Sp�oerm en.,
e an,
FuOls'.shill be allowed oil t1.ie.w.okk!si.t0.onlV " imAlediately.re * qtiir&d�
co ntaipers when not in use shall be S(ored -in the approved'abinet locit6d, on site.
RMUNIB
CITY C'r-I'par MAY 1 -1.4 2007
-31A
(RNG ED &PAR
C)F E Mr,'W"'T
Page'2-
jj&slj,a . R npf be a.116Wed.on the general w041c qite.but only in specialty d6s.igoate.d
areas as, approved by the Superintendeht-,
Unporary,. heating 4ysten�s shall be of aliotair pr boll�j typo that has the c6nibu�&n
clialiter. dkf6kibr t6 tb& staicturd* beat bein ony eyed so to radiantly. licA* tho interior.
The contTA .. Pr shall install a key box. (KNOX BOX approved by the Fire Ma�shal that:;
r1t
tajled
e -iently..'
sba�ll contaid k * y . . .. .1 . can later b o, pormar
that allow routine addess. (Tlus box
on the. building to comply witli acc6ss tequiremefits).
be cle -omShe stkd6t.
5s shall gly rint rdadable ft.
thojOb addre posted in large p
No cooking or reheatmig of-f6od. shall be alloWP6 Odle sitp.,
Tfieeontractorsh4l make, available, to employees affd pmdr cy service piovide.s.
gen
MSDS:*gh66t�.f6r,.�tjoh6ipical.s.
The pontactor PhallmaintAin a ha7 material spill Icit ori"site.
Page I of I
Westfall, John
From Ralph W. Allen [rwallen@gracearchitectspllc.com]
Sent: Monday, July 02, 2007 2:11 PM
To: Bowman, Duane; Graf, Jeannine; McConnell, Jeanie; Westfall, John; Taylor, Kathleen; Umbaugh,
Theresa
Cc: Robert Appleby; Kurt Daviscourt; Sheri D. Stark; Marilyn Bishop
Subject: WORKPLAN TO COMPLETE
All, thanks again for meeting this morning. I have attempted to summarize the action items from this meeting in
the context of the review- comments from the various city departments. I may have missed an item or two, so
please double check this as will I ... It seems as though we are down to a handful of very manageable issues.
Thanks,
Ralph Allen
7/2/2007
Message Page I of I
Westfall, John
From: Westfall, John
Sent: Friday, June 29, 2007 2:07 PM
To: 'Ralph W. Allen'
Cc: Umbaugh, Theresa; Robert Appleby; McConnell, Jeanie; Kurt Daviscourt; steve.gray@us.belfor.com
Subject: RE: a potential snag / Fire connection permit
Ralph:
Yes. The hydraulic calculations can come with deferred sprinkler plans. Your designer best
estimation at this time will allow reviewers to deconflict utility placements. Please assure he
stamps the plans and your installer is certified for that work.
John
----- Original Message -----
From: Ralph W. Allen [maiIto:rwaIlen@gracearchitectsplIc.com]
Sent: Friday, June 29, 2007 2:02 PM
To: Westfall, John
Cc: Umbaugh, Theresa; Robert Appleby; McConnell, Jeanie; Kurt Daviscourt; steve.gray@us.belfor.com
Subject: a potential snag / Fire connection permit
John, as I am. chasing down all of the various requirements I think that we may have a slight issue with all of the
information required for the Fire Connection Permit. Our sizing of the underground main serving the property at
a 6" size is based on our engineers evaluation of the building, our planned and potential future occupancies for
the property, and his experience with these applications ... as we are just now finalizing all of these moving
targets, Western States, the subcontractor who will perform the bidder design for the actual fire sprinkler system
has not yet initiated the actual fire sprinkler design for the permitted project that would bear the required fruit of
the Hydraulic Calculations.
From my discussions with Abbossein Engineers, and with Western States, I am confident that the 6" line is
going to be adequate for a building of this size ... So, the question that I have is can we permit the fire
connection with what we will have on Monday, sans calculations, or may we defer the Fire Connection permit
without holding up the building permit which as we all know is coming up on a critical deadline?
I am working with western states to see if they can manage to provide us with some reasonable hydraulic
calculations by Monday morning, but in case that isn't able to happen, I wanted to check in with you on our
current dilemma...
Thanks and let me know what you think.
Ralph
Ralph W Allen,
GRACE Architects PLLC
1927 Post Alley
Seattle, WA 98 10 1
C 206-399-9467
F 206-682-3159
;6�
6/29/2007
Message
Page I of 5
Wesffall, John
From: Ralph W. Allen [rwallen@grapearchitectspllc.com]
Sent: Thursday, June 28, 2007 1.1:34 AM
To: McConnell, Jeanie
Cc: Umbaugh, Theresa; Don Nelson; Alex Abossein; Westfall, John
Subject: RE: fire connection permit
It will be Jeanie ... it will be on the NE corner of the middle Dayton building,facing east ... outside of the gate that
encloses the Mech Equip yard ... and on Private Property ... thanks
Ralph
Ralph W Allen,
GRACE Architects PLLC
1927 Post Alley
Seattle, WA 98101
C 206-399-9467
F 206-682-3159
From: McConnell, Jeanie [mailto:Mcconnell@ci.edmonds.wa.us]
Sent: Thursday, June 28, 2007 11:27,AM
To: Ralph W. Allen
Cc: Umbaugh, Theresa; Don Nelson; Alex Abossein; Westfall, John
Subject: RE: fire connection permit
Ralph,
The FDC and PIV should be located on private property. There is not a planter strip between the building and the
sidewalk so you would be looking at a wall mount.
If it is not possible to achieve this configuration then you will need to submit an alternate proposal for review by
the City.
-.7eanie
----- Original Message -----
From: Ralph W. Allen [mailto:rwallen@gracearchitectspllc.com]
Sent: Thursday, June 28, 2007 11:13 AM
To: Westfall, John
Cc: McConnell, Jeanie; Umbaugh, Theresa; Don Nelson; Alex Abossein
Subject: RE: fire connection permit
Thanks John, We will have the FDC/PIV where it is easily accessible from the sidewalk.
Ralph
Ralph W Allen,
GRACE Architects PLLC
6/28/2007
Message
Page 2 of 5
.r
1927 Post Alley
Seattle, WA 98101
C 206-399-9467
F 206-682-3159
From: Westfall, John (mailto:Westfall@ci.edmonds.wa.us]
Sent: Thursday, June 28, 2007 9:56 AM
To: Ralph W. Allen
Cc: McConnell, Jeanie; Umbaugh, Theresa
Subject: RE: fire connection,permit
Ralph:
I believe it. And your sprinkler room is away from store frontage.
Fire Dept is ok with interior DCDA and zero clearance FDC/PIV mounted on wall or
planter area with 3' accessible area.
I'm forwarding to Jeanie McConnell for Engineering "clearance".
John
----- Original Message -----
From: Ralph W. Allen [mailto:rwallen@gracearchitectspllc.com]
Sent: Wednesday, June 27, 2007 3:56 PM
To: Westfall, John
Subject: RE: fire connection permit
John, one question has come up ... we are showing our sprinkler room in the building approx 68' or
so where we are showing the DCDA. A vault application simply won't fit anywere outside of the
building line, believe it or not, the Mechanical yard area is filled with central plant components and
the grease interceptor ... So we are looking at the interior option for the DCDA. We were also
hoping to run our main underground within the building from the street ... with the obvious
connections to PIV and the FC ... is this going to be an acceptable configuration for you?
Thanks and let me know
Ralph
Ralph W Allen,
GRACE Architects PLLC
1927 Post Alley
Seattle, WA 98101
C 206-399-9467
F 206-682-3159
From: Westfall, John [mailto:Westfall@ci.edmonds.wa.us]
Sent: Wednesday, June 27, 2007 3:01 PM
To: Ralph W. Allen
6/28/2007
Message Page 3 of 5
ii
Subject: RE: fire connection permit
Ralph:
I'm sorry, I thought I had attached the requirements. Here they are.
John
----- Original M * essage -----
From: Ralph W. Allen [mailto:rwallen@gracearchitectsplic.com]
Sent: Wednesday, June 27, 2007 2:26 PM
To: Westfall, John
Cc: Umbaugh, Theresa; Kurt Daviscourt; Steve Gray
Subject: RE: fire connection permit
What do we need to show John ... ? I want to give some guidance to the contractor ... thanks,
Ralph
Ralph W Allen,
GRACE Architects PLLC
1927 Post Alley
Seattle, WA 98101
C 206-399-9467
F 206-682-3159
From: Westfall, John [mailto:Westfall@ci.edmonds.wa.us]
Sent: Wednesday, June 27, 2007 1:55 PM
To: Ralph W. Allen
Cc: Umbaugh, Theresa
Subject: RE: fire connection permit
Ralph:
Get a designer early and assure plans are submitted with civils.
John
----- Original Message -----
From: Ralph W. Allen [mailto:rwallen@gracearchitectspllc.com]
Sent: Wednesday, June 27, 2007 1:24 PM
To: Westfall, John
Subject: FW: fire connection permit
John, could you give me some advice on what we will need to apply for the fire
connection permit for Old Milltown .... as we are still finalizing our drawings, what level
of specificity do you need to process the permit?
Thanks
Ralph
Ralph W Allen,
GRACE Architects PLLC
1927 Post Alley
Seattle, WA 98101
6/28/2007
Message
Page 4 of 5
C 206-399-9467
F 206-682-3159
7,
From: Ralph W. Allen
Sent: Tuesday, June 26, 2007 12:38 PM
To: 'Kurt Daviscourt'; Steve Gray
Subject: FW: fire connection permit
Gents, this is a permit that you need to submit for... I will be in there today and see if I
can get the proper information for that submittal...
Ralph
Ralph W Allen,
GRACE Architects PLLC
1927 Post Alley
Seattle, WA 98101
C 206-399-9467
F 206-682-3159
"A
C I 1 5
From: Ralph W. Allen
Sent: Thursday, June 21, 2007 10:12 PIVI
To: 'Kurt Daviscourt'; Steve Gray
Subject: fire connection permit
Gents, see below
ENG
005
Note - A Fire
Contractor
Connection
will
Permit is
orchestrate
required, but has
this submittal
not yet been
submitted for.
This permit must
be submitted
prior to receiving
Engineering final
approval of the
civil drawings.
Please contact
John Westfall,
Fire Marshall,
with any
6/28/2007
Message
Page 5 of 5
questions
regarding this
This is from the current comments that we are expediting ... can do?
Ralph
Ralph W Allen,
GRACE Architects PLLC
1927 Post Alley
Seattle, WA 98101
C 206-399-9467
F 206-682-3159
5 P L L
6/28/2007
&Wc1_7
De'veld per gets $30,000 in damages from city
o Two Council
votes OK deal
on Old Mifftovm
By SUE WALDBURGER
Enterprise reporter
Edmonds City Council mem-
bers were in no mood to gamble
June 5 when they approved an
agreement with developer Bob
Gregg to make his legal actions
against the city over the renova-
tion of Old Milltown shopping
center go away.
In a 5-2 vote, the council ap-
proved a settlement agreement
with Gregg over a land -use peti-
tion action he filed against the city
in Snohomish County Superior
Court and a claim for damages
that was being handled by the
city's insurance provider.
Gregg's actions came after the
council upheld a neighbor's ap-
peal of his earlier plans to reno-
vate the aging shopping complex
in the downtown core.
I Under the settlement damages
of $30,000 will be paid to Gregg
Production Associates, Inc., the
city agrees to engage in good -faith
review of building -permit applica-
tions and other entitlements re-
lated to Old Milltown and Gregg's
company and the city will release
Tied up all day
0
a claims against each other over
the matter.
'Me settlement approval fol-
lowed another 5-2 vote by the
council to accept a development
agreement proposed by Gregg
and his attorney. 'Me settlement
was contingent upon the council's
approval of the development
agreement
Voting for both measures were
council president Peggy Pritchard
Olson, Richard Marin, Mauri
Moore, Michael Plunkett and Ron
Wambolt. Opposing both were
Deanna Dawson and Dave Orvis.
'Me development agreement
essentially means, Gregg must
comply with current design re-
view, zoning and budding regula-
tions for renovation of parts of Old
Milltown for which he submits ap-
plications and pays fees by Jan. 15,
2008.The sigTifficance of that date
is that it's the first council meeting
in which the newly seated council
elected in the fall can take action.
The main- section'of the shop-
ping center, which is undergoing
renovation, already is vested un-
der current regulations. The prac-
tical impact of the agreement ap-
proved Monday is to vest the
boardwalk area on the southwest
side of the site, according to city
officials.
City attorney Scott Snyder said
that Gregg and his attorney
brought the deal to him and Sny-
der shared it with the council in
executive sessions, as was appro-
priate for a legal matter. No deci-
sions were made by the council
behind closed doors, Snyder said.
Tuesday night's votes followed
a public hearing in wWch five res-
idents voiced concern that the city.
was giving Gregg — in the words
of Joan Bloom and Roger Her-
trich — "carte blanche" to do
whatever he wants to downtown.
Snyder replied that Gregg is
getting no special treatment un-
der the agreement and it is un-
likely the city will change its de-
sign rules under which he must
operate before Jan. 15.
Police ask help to d
attackers in. beatinp.
Pair recovering
after jumped
on walk to car
Enterprise staff
'Me Edmonds Police Depart-
ment is asking the public for
help ifi finding the person or per-
sons responsible for beating and
critically injuring two people Fri-
day night, May 25, in the vicini-
ty of Firdale Village Shopping
Center.
The victims, an 18-year-old
male from Edmonds and his 20-
year-old' girlfriend had been
beaten with a bluni instrument
such as a baseball bat. They
were admitted to Seattle's Har-
borview Medical Center in criti-
cal condition but have been re-
Firdale Avenue with injuries to
his face and body. He was un-
able to tell officers what hap-
pened but it was apparent he had
been badly beaten.,
A police K9 unit backtracked
the victim's route to a residence
in the 9600 block of 241st Place
Southwest, where the assault ap-
peared to have happened. At the
same time, a 911 call came from
that residence reporting a
woman in need of help. She had
been assaulted in the same man-
ner as the man.
A preliminary investigation re-
vealed that both victims left that
residence and were assaulted as
they walked from the residence
to their vehicle. A neighbor ob-
served a male wearing dark
clothing and a baseball cap run-
ning from the area at the time of
th.-
Message
Page I of 2
Wesffall, John
From: Ralph W. Allen [rwallen@gracearchitectspllc.com]
Sent: Wednesday, May 30, 2007 2:20 PIVI
To: Westfall, John; Umbaugh, Theresa
Cc: Bullis, Ann; Smith, Mike; Don Nelson
Subject: RE: BLD20060845 Old Milltown Redesign 3.doc
Thanks John ... that will probably work ... I re -read your responses and believe that I am clear on intent and next
steps ... appreciate it.
Ralph
Ralph W Allen,
GRACE Architects PLLC
1927 Post Alley
Seattle, WA 98101
C 206-399-9467
F 206-682-3159
From: Westfall, John [mailto:Westfall@ci.edmonds.wa.us]
Sent: Wednesday, May 30, 2007 1:12 PM
To: Ralph W. Allen; Umbaugh, Theresa
Cc: Bullis, Ann; Smith, Mike; Don Nelson
Subject: RE: BLD20060845 Old Milltown Redesign 3.doc
Ralph:
For a couple of questions I am available anytime at 425-771-0213
John
----- Original Message -----
From: Ralph W. Allen [ma i Ito: rwa I len @gracearch itectspi Ic.com]
Sent: Wednesday, May 30, 2007 10:50 AM
To: Westfall, John; Umbaugh, Theresa
Cc: Bullis ' Ann; Smith, Mike; Don Nelson
Subject: RE: BLD20060845 Old Milltown Redesign 3.doc
Thanks John, I may be able to swing by Friday with our civil ... we will be up in Edmonds at a meeting...
would you be available for a few minutes to clarify a couple of questions? Could either be at 10 am or
11:30am ... thanks
Ralph
Ralph W Allen,
GRACE Architects PLLC
1927 Post Alley
Seattle, WA 98101
C 206-399-9467
F 206-682-3159
5/30/2007
kMessage
Page 1 of 2
Westfall, John
From: Westfall, John
Sent: Tuesday, May 29, 2007 11:00 AM
To: Tomberg, Thomas
Cc: Correira, Mark
Subject: RE: Old Milltown PE Reports
Chief:
Our concerns for response need still stand. Although this may not be an unprovoked collapse
condition, under hazardous conditions of fire & quake this will be important response
information for chiefs/COs to manage the risks on scene.
John
----- Original Message -----
From: Tomberg, Thomas
Sent: Tuesday, May 29, 2007 9:56 AM
To: Graf, Jeannine
Cc: Westfall, John
Subject: RE: Old Milltown PE Reports
5-29-07
Thanks Jeannine. TT
----- Original Message -----
From: Graf, Jeannine
Sent: Tuesday, May 29, 2007 9:51 AM
To: Haakenson, Gary; Bowman, Duane; Gannon, Gerald; Tomberg, Thomas
Subject: FW: Old Milltown PE Reports
Mayor, Director and Chiefs,
This is the email response I made last week to the Architect regarding the alleged structural issues
at Old Milltown. Please believe me if there were any valid imminent dangers of building collapse
the structural engineer of record would have been immediately down to the Permit Counter. As of
today no response from the structural engineer Mr. Perrault on possible structural integrity issues.
Thanks, Graf
----- Original Message -----
From: Graf, Jeannine
Sent: Monday, May 21, 2007 2:16 PM
To: 'Ralph W. Allen'
Cc: Jim Perrault
Subject: Old Milltown PE Reports
Dear Mr. Allen,
Thank you for the information. Unfortunately, the engineer's field reports have not provided any
information to support your position. If additional clarifying reports from the Engineer of Record are
provided to the City (describing in detail why further demolition is needed) the City may consider
approving additional limited demolition. Lastly, in general as additional building deficiencies are
brought to your attention plans currently on file with the City will need to be revised to address these
issues. Sincerely, Jeannine Graf, City Building Official
----- Original Message -----
5/29/2007
ITMessage
Page 2 of 2
From: Ralph W. Allen [mailto:rwallen@gracearchitectspllc.com]
Sent: Monday, May 21, 2007 10: 11 AM
To: Graf, Jeannine; Jim Perrault; Don Nelson
Cc: Bob Gregg; rtappleby@comcast.net; Steve Gray; Kurt Daviscourt
Subject: Engineers communications
Jeannine, I noted your letter this morning from Friday. If I could clarify. I am in complete
agreement that any optional demolition on site is to await further permitting for the project.
However, the noted additional demolition is for the purposes of making the shored walls
safe given the very precarious manner in which the primary structure is installed in the
referenced areas. I would request that the engineer of record has the latitude to make
these determinations. I would be happy to show you just how precarious the referenced
construction is ... having no footings at the interior wall that is carrying the referenced roof
loads, and having stacked columns in this wall, with virtually no ties to either the roof, the
second floor frame, or the slab section that they are sitting on ... truthfully, this area needs to
be gotten out of there and the load taken off of the existing walls. Please also note that the
area in question is part of the primary structure of the building that we are discovering as we
pull this thing apart. We appreciate your latitude.
Ralph
Ralph W Allen,
GRACE Architects PLLC
1927 Post Alley
Seattle, WA 98101
C 206-399-9467
F 206-682-3159
aARCHITECTS PLL.0
5/29/2007
MEMORANDUM
Date: May 25, 2007
To: Development Services Lead s Umbaugh
From: John Westfall, Fire Marshal
Subject: BLD20060845 Old Milltown Renovation REDESIGN Return
201 5 th Avenue S.
The Fire Department approves the plans with following redlines. If resubmittal is otherwise
required, please incorporate these changes to your new set.
Plans reviewed for shell & core requirements only. There will be additional Fire requirements
for approval of individual tenant occupancies. OK
2. The building is not considered a covered mall structure due to tenant entries outside of mall
area. OK
3. Callout Fire Connection Permit. Fire Connection must be submitted at the same time as
your civil engineering plans. Fire connection permit is required for the installation of the
underground supply for your fire protection system. Underground design must be stamped
by registered PE or a Level /// (WA) fire sprinkler contractor AND the installer must also
stamptheplans. The installer must be either Level/// or Level "U" fire sprinkler contractor
licensed by the State. Provide three copies of plans showing all valves, vault location, post
indicating valve, fire department connection and piping to include size and material, hydraulic
calculations, thrust blocking with calculations, pipe bury depth and any and all other
materials used and their fire protection listings. RCW18.160.070IRCW18.27.110
PLANS REDLINED WITH TEXT. "* FIRE CONNECTION - WHEN CIVILS ARE
SUBMITTED"
4. Callout Fire Protection Footprint is required (attached).
A1.0 ADDED FIRE PROTECTION FOOTPRINT TO DEFERRED SUBMITTALS.
5. (Scope of fire alarm submittal- for clarification purposes: no correction rqrd): A manual and
automatic fire alarm system is required for the purposes of manual alarm activation, egress
path detection, off -site sprinkler system monitoring, local alarm audiblelvisual notification and
exterior audibility. Install fire alarm control panel (FACP) in sprinkler riser room. OK
6. ShtA1.0 Deferred Submittal section:
"*Fire Sprinklerand -deten-tion &y6tenq"(Fire alarm is separate permit already noted)
REDLINED FIRE SPRINKLER PERMIT TO DEFERRED SUBMITTALS LIST.
City of Edmonds Sb Office of Fire Marshal
Air
7. ShtA2.0 NEW WALL SECTION is type A (non -fire rated) and cannot used to recognize new
building work as separate from existing building for the purposes of fire sprinklering
"throughout".
OK. REDLINED *EXISTING RETAIL REQUIRES SEPARATE FIRE ALARM TO
DEFERRED SUBMITTALS LIST.
8. Show all areas in existing building east of ShtA2.0 NEW WALL SECTION (Bldg comments
#2 & #16) OK
9. Detail suggested plans (for clarification purposes: no correction rqrd) for the installation of
Type I hood duct routing to exterior for commercial cooking in restaurants (Bldg comment
#31). OK
10. SheetA2.0.1 & A2.1.1 Combustible materials shallnotbe storedin exits or exit enclosures.
Clarify arrangement & details on life safety plans for restaurant and lst floor retail loading
entries. Address a plan with details for restock and delivery of supplies and equipment during
business hours that does not reduce the ability to egress for any time. OK
11. NOTE: Provide minimum 2A:IOB:C fire extinguishers throughout common areas and no
more distant than 75'travel distance from any portion of the building. OK
12. NOTE. New and existing buildings shall have approved address numbers, building numbers
or approved building identification placed in a position that is plainly legible and visible from
the street or road fronting the property. These numbers shall contrast with their installed
background. Address numbers shall be Arabic numerals or alphabet letters. Building
numbers shall be a minimum of 4 inches high with a minimum stroke width of %inch.
Coordinate with Development Services for tenant suite numbering. OK
13. Provide Fire Department lockbox. Coordinate with Fire Department for a "Lockbox
Authorization Letter" and instructions to obtain and install lockbox outside the sprinkler rooms
on your site. 425.775.7720
F2.0/F2.1/A2.0.1/A2.1.1 REMOVE FROM MATCHLINE F.5-5.5. ADD FD BOXES TO
RIGHT OF EXTERIOR ENTRIES FOR 11T FLOOR CORRIDOR AND 2 ND FLOOR LOBBY.
14. Sheet Al. 0
Callout site POC for Fire Prevention Program Superintendent (IFC 1408) and assure that
person will have the authority to stop work and mitigate any environmental or hazardous
materials concerns. If such issues arise, contact WA DOE Environmental Report Tracking
System (ERTS) 425 649-7229. OK
15. Sheets A2.0.1 & A2. 1.1
Provide corrected occupant load figures for each individual space on life safety plan sheets.
Call out fire extinguisher locations and note manual and automatic fire alarm and fire
sprinkler protection throughout. OK
16. Sheets A2. 0 & A2. I
Sign door 48 for FIRE SYSTEMS CONTROLS. OK
2
4
17. Sheets A2.0 & A2.1
Sign doors 21 and 94 for ROOF ACCESS. OK
Cc: Mr. Ralph Allen, AIA rwallen(cD-bridgepm. net,, fax �2-2037
Assistant Building Official Ann Bullis
Attachment: Fire Protection Footprint OK
Edmonds Plaza
I SOO Main Street
Occupancies: R1. A3, 8, M
Type of Construction: V "our
2 stories with basement
Derailing Unit
Total Building Aran: 32,450 of
1997 UBC. UMC, UFC, UPC. VWSEC. ViAQ, State Barrier Free Code
Fire Apparatus Access: Paved West South and East sides
D"King Unit
Active Fire, Protection
D�ellfing Unit
Fire sprinkler system (specify UBC Sid. 94 or 9-3) V V
Fire sprinkler control panel location
— — — —
Fire Department connections
Fire &term system wl amolut detection and manual pulls Ratell Retail
Retail
Fire Warm control panel location
;
Illuminated exit signs (A) M
Emergency lighting w/ battery back-up
M
HVAC automatic shutdown
Kitchen Type I hood and suppression system
Fire Extinguishers R-63tBu-r3M7
Passive Fire Protection
Smoke control system
Escape windows from sleeping roonra;
I -hour rated corridorlexlt passageway
Attic draft stops
Elevator smokir door
Structural Protection
Exterior load-boarIng walls
- 1 -hour
Interior load4maring walls
- 1 -hour
Exterior non4marling walls
- I -hour
Structural trams
- 1 -hour
Permanent partitions
- 1 -hour
r
Shaft on ' lasures
- i -hour
Floor -coiling
- 1 -hour
Roof -calling
al -hour
Exterior openingra
- NIA due to location on property
StaIr enclosure
to 14wur
Roof material class
a Type B
LEGEND
1 hour Corridor wAth.$M&
dMN. rated doom rated
Dorellinti Unft
gwft. 111nonewhe dampero at
duct penetrations
I how rated wall assemoty
Dvmsd" L4A
2 hour Area Separation W&A
will rated do" and WAZMg
Radiuirod 44 to Me extaw
of ft ou"M
DAoWng Unit
Area of Eviewation Assidtanco
Fire D"arbront Connecftn
S
Q
20 trAn. rated. satf-cfmint; door
A
60 min. rated, soff4odiing door
90 rnin. rated. selfdosing door
D maing UrAl
U.
'- 101- M—VU-t
Office
Office
Office
Mochancal
0? ED
Dft" Unit 0
Dwellint; Unit &I. III"
Sample Fire
DAeffiv Unit Protection
1`1 1 Footprint
— N
FIRST FLOOR Date Preparod
Last Updated
3
City of Edmonds
4' S-e. Fire Department
Fax Cover Sheet
1� �C�
. I g9Z
Date: (z- 5- 7
Number of pages (including cover):
To: P'q"O L LE-�
From: Z-jc::'�
Edmonds Fire Department
121 - 5th Avenue North
Edmonds, WA 98020
Phone: (425) 771-0215
Fax Number: -7- CG 2 03 -7
Fax: (425) 775-7721
A IZ-) 4�
The information contained in this fax transmission may be privileged, confidential, and protectedtom
disclosure. If you are nol the intended recipient, any dissemination, distribution, or copying of th!contents of
this message is strictly prohibited. If you think that you received this transmission in error, pleas!shred the
pages and notify the sender at 425-771-0215 or by fax at 425-775-7721.
U:FireAdm in: Forms:AdminFa Co%crShecl.doc IKO,,04j%%s
TRANSMISSION VERIFICATION REPORT
TIME : 05/25!2007 17:59
NAME :
FAX :
TEL :
DATEJIME
05/25 17:59
FAX NO./NAME
920678KO37
DURATION
00:00:00
PAGE(S)
00
RESULT
BUSY
MODE
STANDARD
BUSY: BUSY/N0 RESFONSE
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT #
COMMENT
ACTION / DRAFT
Fire 01 Plans reviewed for shell & core Ok
requirements only. There will be
additional Fire requirements for
approval of individual tenant
occupancies.
Fire 02 The building is not considered a Ok
covered mall structure due to tenant
entries outside of mall area
Fire 03 Callout Fire Connection Permit. Fire Will Do
Connection must be submitted at the
same time as your civil engineering
plans. Fire connection permit is
required for the installation of the
underground supply for your fire
protection system. Underground design
must be stamped by registered PE or a
Level III (WA) fire sprinkler contractor
AND the installer must also stamp the
plans. The installer must be either
Level III or Level "U" fire sprinkler
contractor licensed by the State. Provide
three copies of plans showing all
valves, vault location, post indicating
valve, fire department connection and
piping to include size and material,
hydraulic calculations, thrust blocking
with calculations, pipe bury depth and
any and all other materials used and
their fire protection listings. RCW
18.160.070 / RCW 18.27.110
Fire 04 Callout Fire Protection Footprint is Done
Fire 05 (Scope of fire alarm submittal- for
clarification purposes: no correction
rqrd): A manual and automatic fire
alarm system is required for the
purposes of manual alarm activation,
egress path detection, off -site sprinkler
system monitoring, local alarm
audible/visual notification and exterior
&xs'* M,
Page 23 of 26 e6i (A /*%
r,a,6r� 1--H" 8<
QW0 40 ok - '_�
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT COMMENT ACTION / DRAFT
audibility. Install fire alarm control
panel (FACP) in sprinkler riser room.
Fire 06
Sht Al.0 Deferred Submittal section:
Done
"*Fire Sprinkler and deteefieft system"
AfG"
(Fire alarm is separate permit already
-t- A*O
noted)
Fire 07
Sht A2.0 NEW WALL SECTION is
I believe that we have this
type A (non -fire rated) and cannot used
handled. We are limiting the
to recognize new building work as
fire sprinkling to the main
separate from existing building for the
building at this juncture and
purposes of fire sprinklering
showing a 3 hour separation
"throughout". -7 05', j
between building areas of
He- (:i Ae
differing construction type
and sprinkled v non -
L
sprinkled. Please review and
advise
#3 L,06,
Fire 08
Show all areas in existing building east
Addressed as best as we can
of Sht A2.0 NEW WALL SECTION /with available infon-nation.
(Bldg comments 42 & # 16)
Please see response to
referenced comments.
Fire 09
Detail suggested plans (for clarification
Understood, will be under
purposes: no correction rqrd) for the
ate permit
installation of Type I hood duct routing
7
to exterior for commercial cooking in
restaurants (Bldg comment #3 1).
Fire 10
Sheet A2.0.1 & A2. 1.1 Combustible
Deliveries will generally be
materials shall not be stored in exits or
off hours by policy. That
exit enclosures. Clarify arrangement &
being said however, there
details on life safety plans for restaurant
will be store rooms in each
and Is' floor retail loading entries.
of the tenant spaces for
Address a plan with details for restock
receiving of the delivered
and delivery of supplies and equipment
goods. Additionally, during
during business hours that does not
business hours, deliveries
reduce the ability to egress for any time.
will be received through the
front entrance. One door leaf
is all that is required to meet
the code exiting capacity for
each individual restaurant.
Page 24 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
1
DEPT #
COMMENT
Fire NOTE: Provide minimum 2A:IOB:C
fire extinguishers throughout common
areas and no more distant than 75'
travel distance from any portion of the
building.
ACTION / DRAFT
One of the doors will be
taped off and deliveries made
through the main entrance.
Done
r-71A,
Fire 12 NOTE: New and existing buildings These are iocatea on tne
shall have approved address numbers, elevations
building numbers or approved building
identification placed in a po . sition that is
plainly legible and visible from the at_
street or road fronting the property.
These numbers shall contrast with their
installed background. Address numbers
shall be Arabic numerals or alphabet
letters. Building numbers shall be a
minimum of 4 inches high with a
minimum stroke width of 1/2inch.
Coordinate with Development Services
for tenant suite numbering.
Fire 13 Provide Fire Department lockbox.
Coordinate with Fire Department for a
"Lockbox Authorization Letter" and
instructions to obtain and install
lockbox outside the sprinkler rooms on
your site. 425.775.7720
Fire 14 Sheet ALO
Call6ut site POC for Fire Prevention
Program Superintendent (IFC 1408) and
assure that person will have the
authority to stop work and mitigate any
environmental or hazardous materials
concerns. If such issues arise, contact
WA DOE Environmental Report
Tracking System (ERTS) 425,649-
7229.
Done
e
Done
a<
Page 25 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT 9 COMMENT ACTION / DRAFT
Fire 15 Sheets A2.0.1 & A2. 1.1 Doneconfirm
Provide corrected occupant load
figures for each individual space on
life safety plan sheets. Call out fire 49v—
extinguisher locations and note
manual and automatic fire alarm
and fire sprinkler protection
throughout.
Fire 16 Sheets A2.0 & A2.1 Done
Sign door 48 for FIRE SYSTEMS
CONTROLS
Fire 17 Sheets A2.0 & A2.1 vone
Sign doors 21/and 94/for ROOF f)c--
ACCESS ig R(O
't Z. 4 (S-)
" AQ ( 3;� &7tIL,
T-Alsf� eVCL-a=-AF
Page 26 of 26
pp-
C
Fe
Aft
May 14,2007
To: The city of Edmonds.
Subject: Resubmittal of the Old Milltown drawings and response to city comments
Hand Delivered
Permit Number: 2006-0845
The attached pages provide responses to the city's comments on our recent submittal for the Old
Milltown project. They are printed by department for ease of distribution.
Ralph W. Allen
Principal RESUB
bomm-
1927 Post Alley Seattle, WA 98101
fl67
Ma 14 2007
p 206-957-3800
f 206-682-3159
www.gracearchitectspilc.com
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT # COMMENT ACTION / DRAFT
BLDG 001 Under general information on Sheet Done
ALO, add number of stories and type of
construction for the building.
BLDG 002 Provide existing floor plans for all This information is not
floors and label use and occupancy of available beyond what is
all spaces already indicated. Generally
we know that we had Retail
use on the first floor and a
mix of Retail, Restaurant and
office uses on the second
floor
BLDG 003 It appears that you intend this permit
Correct, we have added
application to be for shell and core only
additional clarifications note
and submit the tenant improvements as
to the drawings
separate permits. Please note on each
sheet of the plan that this permit is for
Shell and Core only. The building must
be able to stand on its own for
minimum fire and life safety code
requirements Clearly show these
requirements on the plans so there is no
misunderstanding as to what must be
completed as part of the shell and core
permit.
BLDG 004 Although mechanical is being deferred,
These calculations are
at minimum submit the envelope
included on sheet A3.0 in the
summary form and lighting summary
original submittal. We will
form at this time for architectural
however fill out the
review. Forms can be found on the
referenced forms
following website"
http:\www.neec.net/resources/�esources
.html.
BLDG 005 On the cover sheet and floor plans, Done
change the occupancy of the fire
spririlder, mechanical and electrical
rooms to S2 occupancy
BLDG 006 Provide allowable area calculations to Done, We have added area to
verify "allowed" areas shown on the building in the existing
occupancy table IBC 503. Also, ramp area with a boiler room
provide mixed use ration calculations at the first level, and adding
for each floor as required by IBC infill at the second floor as
Page I of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT #
COMMENT
ACTION / DRAFT
302.3.2. The building area cannot
well. We are still well below
exceed the surn of the ratios of the floor
the ADB threshold for a
area of each use divided by the alloable
minor project...
areas for each use (based on VA
Construction) and cannot exceed one.
BLDG 07 Remove all references to future
done
work ... such as R2 addition since it is' -
not part of this permit application.
BLDG 08 The city has not received plans for the
Sheet TS10.0 of 1 addresses
phase 2 and phase 3 demolition. Please
the structural demolition and
inform the city of your plan with
temporary shoring. This
regards to overall phasing of the
drawing replaces our
construction and submittal of permit
pervious demolition plans.
applications for this project. Assuming
Phase 2 and Phase 3 demolition permits
We will revise the index to
will be applied for and issued prior to
drawings to reflect this. We
issuance of the main addition remodel
will also. discuss with you
permit, please remove "Demolition7
expediting the structural
from the deferred submittal list. If
demolition and temporary
Phase 2 and 3 demolition will be issued
shoring on a separate permit.
simultaneously with this permit, please
submit for review as soon as possible to
We are also underway with
avoid construction delays.
immediate shoring as
directed by the Engineer of
Record.
BLDG 09 Clarify on the plans what is meant by Yes, and this is already on
"Parking Requirements" under deferred file with the city. We will be
submittals. Is this the lease agreements amending it to address item
for parking with neighboring 40: accessibility to the
properties? second floor from the public
way. We are resubmitting
another copy of this letter
with this resubmittal.
BLDG 10 At the bottom of the deferred submittals Done, Statement has been
list, clarify or omit the statement after removed.
parking requirements.
BLDG 11 For the occupancy load calculation Done
table on the coversheet, revise occupant
load factors as follows and recalculate
(IBC Table 1004.1.2):
Page 2 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT # . COMMENT ACTION / DRAFT
1" floor: Since the A2
occupancy is the largest
occupancy in this portion of the
building and the floor area per
occupant is a -"net" calculation,
the restrooms for the restaurants,
corridor, fire sprinkler room and
stairway / ramps can be
excluded from the occupant load
calculations. Show with a note
on the table what is excluded.
The remaining M occupancy
and restrooms is a "Gross"
Calculation.
2 d floor: Since this floor is
comprised of both M and B
occupancies and the floor area
per occupant is a "Gross"
calculation, stairs, restrooms,
mechanical rooms, Etc. must be
included int eh gross floor area
calculation.
Add the existing portions of the
building to the total occupant
load, including basement, east
retail areas and etc.
BLDG 12 On the site plan: Done
• Clearly show, label and
dimension the property lines
• The existing
construction/improvements on
the site plan that are in light
gray lines are very difficult to
read. Please darken and clearly
note what is existing and what is
proposed.
• Clarify that the existing
boardwalk is a covered
structure.
• Note on the site plan that B/M
occupancy spaces under the
upper parking area.
• Site plan must show and label
Page 3 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT # COMMENT ACTION / DRAFT
all structure / improvements on
site, including encroachments
Provide height calculations and
site datum point (a fixed point
off -site that will not be disturbed
during construction, such as top
of a manhole, top of a catch
basin, etc.)
Show the new wood screen with
trellis on the north side of the
building.
BLDG 13 On the Encroachment Plan Sheet, A Done
1.03, dimension the encroachment of
the comer curved awning
BLDG 14 On the floor plan, the light gray Done
gridlines and dimensions are difficult to
read. Please darken.
BLDG 15 On the floor plans, clearly distinguish Done
new walls from existing walls to
remain.
BLDG 16 Provide a floor plan of the existing
Done
basement and note use of space,
occupancy, and show any required
occupancy separations.
BLDG 17 On the building sections, show property
Done
lines, awnings, and other construction
and dimension to coordinate with the
Encroachment plan.
BLDG 18 Provide dimensioned construction
Done / Trellis has been
details for the wood screen and trellis
removed for design and
on the north side of the building.
operation considerations
BLDG 19 Provide listed and tested fire rated Done
assembly reference numbers for all fire
rated walls, floor -ceiling, floor -ceilings,
colunms, beams, etc. (such as from
Gypsum Fire Resistance Design
Manual, UL, IBC Chapter 7 Tables and
etc.) and include complete assembly
descriptions to (where) they are
constructed and inspected properly in
the field. Clearly cross-reference where
the assemblies apply on the plans so
Page 4 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT #
COMMENT
there is no confusion.
ACTION / DRAFT
BLDG 20 Provide details to clearly show how fire
rated assemblies will be maintained
where penetrations are made by ducts,
lights exhaust fans, etc. (such as with
shafts, lined joist bays,.chases and etc. )
Also, although the mechanical design is
deferred, show location of fire rated
shafts. These are architectural issues.
Ann, These were shown in
the project manual and
referenced in our
Firestopping notes and
schedule shown on Sheet
A1.0. This has been revised
to reflect the current project
conditions. We are updating
our p . roject manual with a
revised firestopping section
BLDG 21 Provide detail for infill of east wall of
Done, see response to Item
ramp/stair area, both floor and cross
22 below
reference to both floor plans.
BLDG 22 Existing portions of the building to
Ann, given that the plans for
remain unchanged must meet type VA
this part of the building are
construction in accordance with IBC
not yet known and may be
Table 601 and exterior wall / opening
reconfigured at some point in
protection parapet provisions of IBC
the future under a separate
704. Architect of record to verify and
permit application, we
submit a letter that this has been
propose to list this building
investigated and verified or show all
component as a separated
upgrades on the plans.
building of type VB
construction. The existing
area of 3832 sf on Level two
and 2756 sf on Level one is
well within the allowable
area of 9000 sf per floor
allowed for this construction
type. In order to allow this
we have placed a 3 hour wall
separating the two building
areas as allowed and required
by IBC section 705. All
attendant requirements of
this section are met with the
design indicated on the
current re -submittal.
BLDG 23 Existing portions of the building to We have made the
Page 5 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT # COMMENT ACTION / DRAFT
remain unchanged must meet minimum referenced changes
life safety requirements, including but
not limited to, existing, fire separations,
stairways, emergency lighting, exist
signage, safety glazing, and etc.
BLDG 24 Will there be any roof top mechanical
No. Mechanical and HVAU
units? If so, show the location on the
design will be handled as a
roof plan, provide structural calcs to
separate permit.
verify loads, show on elevations views
for planning division review of
aesthetics, and show that they will meet
the maximum allowed height (based on
height calculations)
BLDG 25 The occupancy table on the coversheet
Done, see attached letter.
and F/A2.4 note that IBC 602.4.1 will
Also, not sure about 104.11
be used for the 8x glu lam columns
reference, (other than the
under IBC 104.1 L. The written request
obvious?)
to the building official for Alternate
Design and fee (180) we did not
received with the re -submittal. Please
submit. The written request must
include applicable code references and
demonstrate code equivalency (See IBC
104.11)
BLDG 26 Clearly designate all incidental and
Done
accessory uses on the plans (IBC
302.1.1, 302.2)
BLDG 27 On the plans, provide restroom
Done
calculations for the building in
accordance with WAC 51-50 chapter 29
BLDG 28 On Sheets A2.10 add the 4 hour rating
These conditions are now
to the fire wall label and show the
shown on the plans. The
extent of the fire wall. On A 2. 1.1 label
wall is constructed of either
the existing 4 hour fire wall and show
I I" cast in place concrete or
the extent of the fire wall. Provide
11" grout filled block wall at
details showing the continuity of the
two infill locations for the
wall through to termination (IBC 705) .
latter. Both existing
Architect to verify that the existing 4
conditions are well in excess
hour the existing 4 hour fire wall meets
of the rated construction
fire rating and continuity requirements,
requirements for this
and clearly show any modifications
assembly. Existing and
Page 6 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT # COMMENT ACTION / DRAFT
required to make the wall code future penetrations shall be
compliant. firestopped as indicated on
the Firestopping schedule
with the appropriate rated
firestopping assembly.
BLDG 29 Provide 4 hour wall detail and cross Done
reference to the plans. Currently wall
types A and D are shown.
BLDG 30 On the first floor, show how the Done ... see revised plans.
protected exit path of travel from the 1 The path from Door 22 to the
hour corridor to the exterior of the sidewalk is protected with
building will be maintained. Door 22 rated wall, window and
opens into an area that is still enclosed ceiling construction.
within the building Additionally ' the existing
window in the concrete wall
is being removed creating an
exterior area way in that
zone of the building.
BLDG 31 Each of the restaurants will require type Done. The exhaust from
1 hoods, including make up air and each of the kitchens will run
exhaust. Show on the plans how this horizontally above the 8'
will be done including fire rate shafts. ceiling above the corridor
and toilet rooms to the
vertical chase location.
These runs will be sloped
ductwork of the type and
fabrication required for this
application.
Return air will be routed
either through exterior wall
vents or back routed from the
same shaft in a combination
hood. These options are
being evaluated as part of the
Mechanical design of the
work.
BLDG 32 Please explain the plan for piping the The Grease interceptor will
required waste to the grease interceptor be buried at the appropriate
Page 7 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT # COMMENT ACTION / DRAFT
in accordance with the UPC. It appears elevation to allow for gravity
that the grease interceptors will be feed from the kitchen drain
above the grade of the kitchen waste. sources and back to the new
building side sewer running
through the building and
tying to the new manhole in
5'h ave. Final placement and
related work will be under a
separate permit.
BLDG 33 Provide enlarged, dimensioned plans Done
showing compliance with accessible
codes for doors 34, 43, 87 and 89,
including slope, landings (particularly
where connect with the public
sidewalk), clearance at exterior column
at door 34 etc.
BLDG 34 Provide enlarged, dimensional plan of Done
the ramps and landings at the east side
of retail 3, including handrails,
extensions, elevations points at each
landing so slope can be verified, length
of each ramp, etc.
BLDG 35
Provide complying handrails with
Done
extensions on both sides of stairway at
retail 3.
BLDG 36
Provide door hardware information on
Done
the door schedule for each door for
exiting and accessibility compliance.
IBC 1008 and ICC/ANS1 Al 17.1
section 404.2.6
BLDG 37
Dimension required maneuvering
Done
distance on retail side of door 92.
BLDG 39
On floor plans at each stairway, show
Done
handrails on both sides with extensions.
Also note on detail I /A2.4
BLDG 40
Elevator has been removed from the
The accessible path of travel
plans. How will a complying accessible
to the second floor is from
path of travel for the upper floor from
the handicapped parking stall
Page 8 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT #
COMMENT
ACTION / DRAFT
I
the public way. Support with Code provided at the upper parking
Sections. lot.
BLDG 41 The alterations made to the building
require accessibility upgrades per
IBC/WAC 3409.6. On the plans clearly
show that the exterior and interior
accessible route of travel throughout the
building (including the east building)
complies with current code, or provide
upgrades per the previously referenced
section. If you choose to use exception
#1 of that section, provide a letter
stamped and signed by the architect -
(reference the code exception) stating
what parts of the existing site and
building are not accessible, the project
cost and what 20% of it equals, list the
upgrades that will be done as part of
this permit as well as showing that the
total cost of the upgrades is at least 20%
BLDG 42 Provide state non-residential energy and
ventilation code compliance sheets.
They can be found on the following
website. www.neec.net/documents.
Some of these forms can be deferred
with the mechanical submittal, however
for the main building permit review the
envelope summary form must be
submitted, and supporting calculations
if the component performance method
is to be used. Coordinate U-values and
R-values on the plans with that shown
on the envelope summary form.
BLDG 43 Provide copy of geo-technical report by
Zipper Zehman dated July 12 2006, and
addendum to address new design issues
as applicable.
Done, we have added ramps
at the easternmost building
and identified site based
access to the second floor
from the upper parking area.
These calculations submitted
originally on sheet A3-0. We
have however filled out the
referenced forms for this
resubmittal.
Attached. There is also a
subsequent report currently
being prepared by Zipper
Zeman, the geotechnical
engineer of record based on
their recent field
observations. We will
Page 9 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT # COMMENT ACTION / DRAFT
submit to the city as soon as
we have it from them.
BLDG 44 Complete the enclosed special Done
inspections and testing agreement for
each special inspection
firin ... geotechnical and structural. The
Geotechnical engineer of record must
be special inspector for the geotechnical
items. The structural items can be
specially inspected by either a WABO
certified or a state licensed professional
engineer (submit qualifications for
building official review and approval).
Have the owner, general contractor and
special inspector s ' ign the form and
return for building official approval
prior to permit issuance.
0 Geotechnical inspections: site
preparation, general site
monitoring duiring construction,
soild bearing verification,
placement of fill and
compaction, foundation
drainage installation
0 Structural Inspections: per sheet
S-1: Concrete, Placement of
rebar, braces frame anchor bolts,
steel braced frame, welding
wood ledgers and nailers, floor
and roof diaphragms.
Page 10 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 114 / 07
DEPT # COMMENT
STRUCT 01 calc Sheet #1 (or L ... I can't tell) of 3 states
that sie class "B", while structural note
of S1 shows site class "D"...pleas
coordinate
STRUCT 02 Calc
STRUCT 03 Calc
Sheet #FR of 5, Euler column buckle
coeffieient KcE=0.384 is used for GL
8.75 x 9 column. KeE should be 0.418
for GLU LAM since the maximum
coefficients of variation COV are
smaller than 0.11 for GLULAM per
NDS appendix F.2
Sheet #FN of 5, the soil bearing stress is
3278 psf, which is ove the allowable
soil bearing 3000 psf as stated on S-1.
Is the 1.33 seismic stress increase been
used? Please clarify.
ACTION / DRAFT
Site class "B" gets printed by the
program that provides the value for
the short period spectral
acceleration "S"s based on a given
latitude and longitudes. The "S"s
value provided in figure 1615 (1)
in the 2003 IBC is also based on
site class "B". Adjustments for
other site classes are made in
subsequent calculations. Site class
"D" was used in the design of the
building as stated in the structural
notes.
I
The Euler column buckling
coefficient has been changed and
the calculation sheet corrected.
The glu-lam columns still comply
with code requirements.
The soil load of 3278psf is allowed
for seismic events in the
memorandum by Zipper Zeman
dated July 12, 2006. It is from the
3000psf allowable soil bearing
pressure with a 1/3 increase
allowed for seismic events.
STRUCT 04 drwgs General, fasteners for preservative Treatments for fasteners and
treated and fire retardant treated wood hangers were specified in the
structural notes on Drawing Sl of
shall be of hot dipped zinc coated the submittal and are in accordance
galvanized steel, stainless steel, silicon with the comment.
bronze or copper.
STRUCT 05 Sl
STRUCT 06 S-2
STRUCT 07 S-4
Please specify the species and grade
(24F-V8 of glue lam beam on the
drawing.
Can't find detail 4 of S 1 which is called
out at the intersection of the grid line 2
and e
The species and grades for the
glu-lam beams were called out in
the structural notes on Drawing S I
of the submittal.
The flag calling for the detail
4/S1, located at Grids 2E on Shee ' t
S2, has been corrected to 4./S2.
Judging from detail 9 of S5 there should Zone I roof diaphragm has.been
Page 11 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT # COMMENT ACTION / DRAFT
be a new diaphragm, from grid line 5 to added to the new segment at roof
8 between grid line G and H. Please between Grids G and H from Grids
show and call out its roof diaphragm 5 to 8.
zone in the roof diaphragm plan.
STRUCT 08 S-4
VvThat is the lateral resistant system
The lateral force from the
along grid line H? if it is the design
diaphragm between Grids G and H
intention to have a cantilever roof
will be transmitted to the concrete
wall along' Grid G. Calculation
diaphragm check drag force along grid
Sheet D9 has been revised to show
line G
the new load. The connection of
the diaphragm to the concrete wall,
shown in Sections 8 and 10 of
Sheet S5, is adequate as shown.
STRUCT 09 S-5
Section 3,4 and S-7, section 5, to
The anchorage of the concrete
distribute the out of plane anchorage
walls to the floor and roof were
forces developed by concrete wall and
shown in Section 5, 6 and 8 of the
submitted drawings. The
prevent the wall separating from
calculation for the anchorage
diaphragm continuous crossties must be
florces was provided on calculation
provided in addition to the sheathing
Sheet FR 9, 10 and 11.
per ASCE section 9.5.2.6.3.2
STRUCT 10 §-6
Section 3 cross-references to another
The flag calling for Section E has
section E, which can't be found. Please
been corrected to Section 8 (Plan
clarify. Please check and verify
View). The glu-lam 3-1/8 drag
strut does not go beneath the
adequacy of the 3-1/8" GLB for the
column, but starts and stops at the
compressive stress coming from the
column (see Section 8 on Sheet
column and so on.
S6).
STRUCT 11 S-8
Section 5&6, please specify non-
We typically place the base plate
shrinkage high strength concrete grout
directly on the concrete due to past
experiences of grout cracking up
below the column base plate.
and coming our from around the
edges of the base plate.
STRUCT 12 S-9
Please check and verify the adequacy of
Cal ' culation Sheets AW-1
the stainless tapper screws for uplift
through AW-2 have been
wind load per IBC section 1609. 1/4"
added to the set. They show
diameter with t-3/4" embedment is
that the tapper screws are
food for 190#'s tension only according
good for 190 lbs in tension
to ICC ER-5878
with 1-3/4 inches of
embedment.
Page 12 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued resubmitted 05 14 / 07
DEPT # COMMENT
ACTION / DRAFT
ENG 01 General Since there is a change of use that
Actually, there was an office
includes office space and an extra
use originally on the site, as
restaurant, a traffic impact analysis will
well as the Restaurant use,
be required and if new PM Peak trips
although we have clearly
exceed. 25, a traffic study will be
added a second space to this
required.
category. We are requesting
that this work is handled as a
deferred submittal. We are
arranging for the work to be
done by a bone -fide traffic
engineering firm.
ENG 02 General Include the previously approved traffic
Ok
control and truck route plan (under the
demo permit) wit this permit.
ENG 03 General The plumbing plan for this site will
We have shown and
need to be submitted and looked at
addressed the major
before I can sign off on the subject
plumbing infrastructure for
permit. I need to verify that there aren't
the . site on this submittal.
any conflicts between the plumbing
The detailed plumbing
plan and the civil drawings.
schematics will need to be
deferred to the identified
separate submittal.
ENG 04 General An encroachment permit will be They are planned to be fixed,
required for the awnings. If the planter and have been added to the
boxes are affixed to the wall, they to encroachment permit.
need to be included in the encroachment
permit. If the boxes are movable, then a
street use permit will be required.
ENG 05 General A sewer connection fee will be assessed Is this beyond the connection
on the 2nd restaurant fee for the new side sewer,
which feeds the entire
property?
ENG 06 C1 Show the location of the pedestrian The pedestrian tunnel has
tunnel. Remember that this must be in been shown on Sheet C2 as
place by May 107 is has not been formally
deleted from the project
requirements. Letter from
the Architect relating to this
Page 13 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT #
COMMENT
ENG 07 C1 Indicate the location of the bus stop and
the curb to be painted for the bus stop.
ENG 08 C1 Show location of any telephone, power
and gas locations to the bldg.
ENG 09 Cl Indicate on the drawing to replace the
existing curb cuts and sidewalk on
Dayton Street with Standard curbibutter
and new sidewalk. The sidewalk width
shall be 10' or to the edge of the right of
way, whichever is greater to match the
existing.
ENG 10 Cl Provide a cross section of the new
entrance on the NE side and the existing
sidewalk. How will the new barrier free
entrance match up to the existing
sloping sidewalk?
ACTION / DRAFT
item is attached to this re -
submittal.
Bus stop markings to be
painted on the new concrete
curb have been indicated for
a distance of approximately
85' along Dayton Street on
Sheet C2.
Underground telephone
lines, as well as 4 — 4"
Diameter conduits for
electrical lines and a gas
valve were indicated along
the south side of the
building (Grid 8) in the
original submittal.
There are no additional new
curb cuts anticipated along
Dayton Street. The new
sidewalk, previously shown
as Section 3 on Sheet C1 has
been moved to Sheet C2.
The section has been
corrected to call for a new
curb and gutter in lieu of re-
using the existing
curb and gutter.
The barrier free entrance,
shown on the submittal, has
been removed. The new
sidewalk has been called for
to slope downward for a
distance of 16' from the east
and from the south, to match
the level of the existing
concrete crosswalks at the
intersection of 5 th and
Dayton Street. This will
match the existing current
condition.
Page 14 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT # COMMENT
ENG 11 Cl Add a note stating that the new existing
stamped concrete crosswalk shall not be
cut or damaged.
ENG 12 Cl Replace the tree grates removed as a
result of comment 8 above and replace
with ADA compliant grates. Minimum
size shall be 3'x3' to match existing.
ACTION / DRAFT
A note calling for the
protection of the existing
stamped concrete crosswalk
has been added to the plan on
Sheet 2.
A note calling for the
removal of the existing tree
grates and replacing them
with ADA compliant tree
grates, has been added to
Sheet C2. We are also
requesting with this response
some guidance from the city
as to what is non -compliant
with the existing grates.
ENG 13 Cl A DCDA is required and shall be
A vault containing the
placed on private property at the
double check detector
property line in the area where the
assembly has been called for
existing concrete ramp is located.
to be placed beneath the
Installation shall be per city standard
floor of the building at Grid
details. The only other acceptable
G, 0. The fire department
location for the DCDA would be on the
connection and the post
interior north wall of the building on
indicator valve has been
Dayton street and the FDC and PIV
called for to be located on
would have to be mounted on the side
the outside face of the east -
of the exterior wall where the ramp is
facing wall at the same
located and on private property. A
location. It is our
remote reader would also have to be
understanding the city will
placed on the exterior face of the north
be responsible for the
wall 4.5' above sidewalk grade. In
connection of the
either case, per our details, a 3 valve
sprinkler supply pipe to the
cluster will be required at the water
city watermain.
main.
ENG 14 C 1 Indicate a tapping tee and valve for the
It is our understanding the
new 3" domestic.
city will be responsible for
the connecting of the
domestic water supply to the
city watermain. ' Please
ENG 15 Cl Show the location of the required A vault containing the
RPBA with hot box (must be on private reduced pressure backflow
Page 15 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT #
COMMENT
ACTION / DRAFT
property) and premise isolation on the
assembly has been called for
drawing
to be placed beneath the
floor inside of the building at
the north wall.
ENG 16 CI Show and note requirement for CB
Please handle as a red line?
protection
Our intent is to place a filter
fabric beneath the lids of
catch basins along Dayton
and along 5th. Didn't get
this one picked up on the
drawings in time.
ENG 17 Cl Proposed ramp shown will not work at
The handicap access ramp,
this comer. Provide enlarged and
which was shown on Sheet
scaled detail of the new curb ramps at
C1 has been removed. The
the comer.
barrier free entrance, shown
on the submittal, has been
removed. The new sidewalk
has been called for to slope
downward for a distance of
16' from the east and from
the south, to match the level
of the existing concrete
crosswalks at the intersection
of 5th and Dayton Street.
This will match the existing
current condition.
ENG 18 CI
The storm line from the building cannot
The tap has been moved
tap into the city storm pipe. Connection
from the city storm pipe and
must be made into the type H CB #5234
connected to Manhole No.
5234.
ENG 19 CI
If steps are going to be installed in the
The catch basin is intended
catch basin at the nw bldg entrance,
to be a shallow sand trap.
polypropylene steps need to be
No steps or access ladder is
installed. Show the direction of flow of
intended.
the 8" pipe. Show
ENG 20 Cl
Clarify the size of the storm pipe used
The pipe used to connect the
to connect the private CB to the city's
sand trap to the MH#5234 is
type 11. Two different sizes are noted.
8" PVC. The correction has
been made on Sheet C I.
ENG 21 Cl
Provide cross section of curb ramp area
The handicap access ramp,
and restaurant entrance to make sure
which was shown on Sheet
that the proper slopes are attainable.
Cl has been removed. The -
Page 16 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT # COMMENT ACTION / DRAFT
barrier free entrance, shown
on the submittal, has been
removed. The new sidewalk
has been called for to slope
downward for a distance of
16' from the east and from
the south, to match the level
of the existing concrete
crosswalks at the intersection
of 5th and Dayton Street.
This will match the existing
current condition.
ENG 22 Cl The doors at the NW comer of the
The doors were checyeci ana
building appear to encroach into the
they do not encroach into the
right of way -in the open position. The
city right-of-way when open.
doors may not encroach into the city
right of way.
ENG 23 Cl Show the location of the existing sewer
The existing side sewer has
lateral that goes from the city SSMH to
been shown on Drawing Cl.
the building comer then down the
A note for the line to be cut
sidewalk on 5h ave to the angle point
and capped has been added.
near the SW bldg comer where it then
goes to the adjacent building. This
sewer line is in bad shape and was
identified to be capped at the main
under the demo permit. The adjacent
building sewer needs to connect to the
proposed 8" line shown on the drawing.
Indicate the bas sewer line is to be cut
and capped at the property line and
plu ged at the mam.
ENG 24 C1 Show the location of the sewer and
The new side sewer has been
water service lines that will go to the
shown on Sheet C I to extend
new public bathroom.
to the east end of the
construction area. Water
service lines to the new toilet
rooms will be tied to the new
service at a later date.
ENG 25 Cl Will the sewer line from the new public The sewer line from the new
bathroom also connect to the 8" or will public bathrooms will
it remain separate as indicated on the connect to the new side
Page 17 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT #
COMMENT
ACTION / DRAFT'
bathroom permit drawings. If it is to
sewer that will . serve the
connect, show the sewer cleanout in the
main building.
correct position. The drawings need to
clearly indicate the relationship between
the new bathroom utility connections
and the utility connections under this
permit application.
ENG 26 Cl A sewer manhole will be required to
A new manhole Type #1 to
connect the 8" lateral to the existing 10"
be added in accordance with
sewer main. Show the manhole and
City of Edmonds Standard
provide required invert elevations. The
Detail E6.1 has been called
sewer cleanout for this line must be in
fro on - Sheet C2. All
line and at the property line and not as
potential future uses of the
shown on the drawings. Sheet A1.0
property were taken into
indicates the potential for a 3 d floor for
consideration in the sizing of
multi family. Was this taken into
the utilities.
consideration when sizing the sewer
lateral to 8"?
ENG 27 C1 Show staging area.
The construction staging area
has been shown on Sheet C2.
ENG 28 C1
Show the location of the construction The construction fencing has
fencing been shown on Sheet C2.
ENG 29 C1 Where will the drainage from the The drainage for the planter
planter boxes go? boxes will pass through the
foundation walls of the
building and be discharged
into the tightline for the roof
drains. Drainage pipes for
the planter boxes have been
shown in sections on Sheets
C1 and S1.
ENG 30 C1 Where are the irrigation lines for the
planter boxes being placed? If the
irrigation lines end up in the city right
of way, the existing sidewalks along 5 th
and along Dayton street will have to be
replaced and at the appropriate 2%
slope.
The irrigation main will run
at the perimeter of the
building along the interior of
the exterior wall, below
grade. The new foundation
will be sleeved to allow for
feeding the irrigation lines to
the planter boxes.
Also, new sidewalks are
Page 18 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT # COMMENT . ACTION / DRAFT
being provided in accordance
with city standards.
ENG 31 Cl
Show upper parking lot striping on Me
Done
civil drawings as well.
ENG 32 Cl
Per Federal requirements, and a recent
New curb cuts are indicated
citizen complaint, new curb ramps with
on the Architectural site plan
truncated domes will be required at the
and will be installed at the
upper entrance off Maple St. FYI:
referenced location.
According to our previous traffic
engineer, the owner is at risk for
litigation relating 0 Federal
Accessibility standards from the
Accessibility advocacy group.
ENG 33 General #3
Delete "be returned to the equivalent of
We have added the requested
Notes
their preconstruction conditions and add
language clarifying that the
"be replaced" and add "standards" to
work shall be new, and in
the end of the sentence.
accordance with city of
Edmonds standards.
ENG 34 General #6 Refers to new paving. Does this mean Yes, and it is handled in the
notes trench patch work? revised notes.
Page 19 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT #
COMMENT
ACTION / DRAFT
WWTP 01 The re -submitted plans in March of 07
These are being worked on
include no civil plans of the grease
and will be submitted as a
interceptor that will serve the
deferred submittal under a
restaurants on the lower level.
separate permit.
WWTP 02 A completed grease removal equipment
These are being worked on
application and grease interceptor sizing
and will be submitted as a
sheet will be required for each proposed
deferred submittal under a
restaurant prior to the plans being
separate permit.
signed off. The grease interceptor
permit submittal requirements package,
which includes a grease removal
equipment application and grease
interceptor sizing worksheet, is
available at the city of Edmonds
development services department.
WWTP 03 The resubmitted plans only include the
This will happen. We are
proposed location of the grease
planning to bury the grease
interceptor (GI) at the existing landing
interceptor at the appropriate
area (Ramp). The landing area is
invert elevation and gravity
noticeably higher than the lower floor
drain both to and from the
level of the proposed restaurants. A
GI.
gravity flow line from the restaurant
kitchen fixtures to the GI is required.
WWTP 04 Since both restaurants share a single GI,
GI Work will be handled
a convenant completed by the property
under a separate permit. The
owners attorney holding the property
required covenant will be
owner responsible for the maintenance
forthcoming as a separate
and operation of the GI serving one or
submittal.
more restaurants is required for the city'
of Edmonds attorney to review prior to
pretreatment signing off on the GI
Plans.
WWTP 05 An approve GI for the two designated
We understand
restaurants on the plans does not
automatically imply approval of
additional facilities at a later date in the
event of any future propers changes to
approved office and retail spaces. A
full city of Edmonds review will be
required to determine if additional
restaurants can be added at a later date
Page 20 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 / 07
DEPT # COMMENT ACTION / DRAFT
and what grease removal equipment
will be required.
Page 21 of 26
OLD MILLTOWN RENOVATIONS
CITY OF EDMONDS COMMENTS / RESPONSE MATRIX
04 09 07 issued / resubmitted 05 / 14 107
DEPT #
COMMENT
ACTION / DRAFT
Planning 01 Site
Please provide a letter or legal sized site
OK
Plan
plan
Planning 02 Height
If the roof is being replaced and / or the
These had been done
Cales
slope of the roof is changing height
previously, and are now
calculations will be required. Please
reaffirmed on the
refer to the attached handout. Please
resubmitted drawings as
draw the smallest possible rectangle
requested.
which encompasses the entire building.
Provide the Actual elevations of each
comer. Average the elevations of the
four comers to come up with the
Average Grade. Show the height
calculations including the maximum
and actual elevations on the site plan.
Please also label the elevation views
accordingly.
Planning 03 Planting
As required by the ADB decision
Final planting plan will be
Plan
(Attached) please provide a final
submitted separately. As
planting plan. Once it has been
you know this work is
approved by staff, an estimate of the
limited to the planters at the
total landscaping costs will be required.
building running along 5 th
From that a bond may also be required.
and Dayton, and also as
Staff will notify you post review of the
proposed along the south
planting plan.
building face at the upper
parking lot.
Planning 04 Final
Final color selections. Also as required
We are still working on the
Colors
by the ADB, please provide final color
final color palate for the
selection samples.
building and request that this
work is submitted separately.
Page 22 of 26
-k
Message
Page I of 2
Westfall, John
From:
Westfall, John
Sent:
Monday, May 07, 2007 12:20 PM
To:
'Ron Wambolt'
Cc:
Haakenson, Gary; Tomberg, Thomas
Subject: RE: Old Milltown
Mr. Wambolt:
I also do not recall sharing that exact language with Mr. Gregg, however, I did share a
recent sentiment from the previous Fire Marshal, now retired, who was the authority
having jurisdiction during the 1980's building improvements. At the time, he had
concerns that minimized fire protection requirements did not provide substantial
justice to structural protection for the building, and at the time, concessions could well
have been made in the improvements to the structure. Equivalencies in construction
and protection are often viewed in different light by fire marshals, building officials,
mayors, developers, etc...
Currently, all divisions of development services, fire, public works are united
and frequently work together to meet minimum requirements of safety the building and
fire codes prescribe, and when alternatives are invoked, find reasonable compromise
that will not compromise public safety or public fire protection.
Mr. Gregg recently shared with me a description of multiple layers of planking that was
removed from underneath the boardwalk hallway. The ignition temperature of wood
reduces over time so that older wood burns/ignites with less heat applied. The finished
lumber there is very likely near 100 years old.
We continue to make prevention efforts through periodic fire inspections, building and
protection systems maintenance requirements and through what limited time
resources we can attend to educate the public.
Very Respectfully,
John Westfall
Fire Marshal
----- Original Message -----
From: Ron Wambolt [mailto:rrwambolt@msn.com]
Sent: Saturday, May 05, 2007 3:42 PM
To: Tomberg, Thomas
Cc: Haakenson, Gary; Westfaill, John
Subject: Re: Old Milltown
Thanks,, Chief.
Ron
I----- Original Message -----
From: Tomberg, Thomas
To: Ron Wambolt
Cc: Haakenson,-QW; Westfall, John
5/7/2007
0
Message
Page 2 of 2
Sent: Saturday, May 05, 2007 12:30 PM
Subject: RE: Old Milltown
5-5-07
Hi Ron,
I do not recall using those words, but in point of fact,, OMT was
among the least fire -safe buildings in the City.
Why did the Fire Marshal not close the place? Because it was code
compliant when it was last remodeled. Each time -alterations were
proposed over the years, the changes were never extensive enough
by definition to give the City the chance to require improved fire
detection and protection equipment like fire sprinklers.
As FC, I am greatly relieved that the OMT will have automatic
sprinklers in the remodeled portion.
The Fire Marshal will read this email on Monday,, May 7,, and may
choose to provide additional information.
Thanks.TT
----- Original Message -----
From: Ron Wambolt [mailto:rrwambolt@msn.com]
Sent: Friday, May 04, 2007 7:33 PM
To: Tomberg, Thomas
Subject: Old Milltown
Chief:
In the materials that we've been given for an executive
session on May 8th,, there's an e-mail, dated April 27,
2007, from Bob Gregg to his attorney in which he says: "The
City of Edmonds Fire Chief thanked me for closing OMT which
he described as the cities' #1 fire trap". If you really said that,,
why couldn't have the Fire Marshall closed the place? Thanks.
Ron
5/7/2007
Message Page 1 of 3
Westfall, John
From: Bullis, Ann
Sent: Thursday, April 12, 2007 12:28 PM
To: Westfall, John
Subject: Old Milltown
FYI -- they will be constructing a Fire Wall between the northeast portion of the building and the main building under remodel to
separate the types of construction.
Ann Bullis
Assistant Building Official
City of Edmonds
(425)771-0220
bullis@ci.edmonds.wa.us
----- Original Message -----
From: Ralph W. Allen [mailto:rwallen@bridgepm.net]
Sent: Thursday, April 12, 2007 11:30 AM
To: Bullis, Ann
Cc: Umbaugh, Theresa
Subject: RE: a few questions
Thanks Ann, we will plan on a 3 hour separation for that location then to allow the mixed construction types...
Ralph
From: Bullis, Ann [mailto:Bullis@ci.edmonds.wa.us]
Sent: Thursday, April 12, 2007 11:20 AM
To: Ralph W. Allen
Cc: Umbaugh, Theresa
Subject: RE: a few questions
Ralph,
In response to the second paragraph, type of construction applies to the entire building. Regardless of whether the building is
vacant or occupied, the code requirements/issues still apply.
Sincerely,
Ann Bullis
Assistant Building Official
r.ity of Edmonds
(.125)771-0220
bullis@ci.edmonds.wa.us
----- Original Message -----
From: Ralph W. Allen [mailto:rwallen@bridgepm.net)
Sent: Tuesday, April 10, 2007 3:57 PM
To: Bullis, Ann
Cc: Umbaugh, Theresa
Subject: RE: a few questions
Ann, see BELOW ... and thanks for the dialog ... it is a big help.
Ralph
4/12/2007
Message Page 2 of 3
V
From: Bullis, Ann [mailto:Builis@ci.edmonds.wa.us]
Sent: Tuesday, April 10, 2007 3:34 PM
To: Ralph W. Allen
Cc: Umbaugh, Theresa
Subject: RE: a few questions
Ralph,
Regarding the structural demolition, based on the "Demolition/Construction Sequencing Notes" on Sheet TS10, since the
new structural construction will be done throughout the demolition and temporary shoring process, what specifically would a
separate "structural demolition and temporary shoring" permit include without any new permanent construction that is part
of the addition/remodel permit? GOOD CALL ... MOSTLY CONCERNED OVER TIMING..BUT YOU ARE CORRECT OF
COURSE, CAN'T DO ONE WITHOUT THE OTHER. WE WILL JUST CONTINUE TO EXPEDITE THE MAIN PERMIT
INCLUDING THE SHORING AND STRUCTURAL DEMOLITION AS PRESENTLY INCLUDED...
Regarding existing northeast portion of the building to remain unchanged, the City archived plans (and the plans
currently submitted for permit application) do not show this as a separate building from the main northwest portion of the
building to be remodeled, therefore the Type of Construction (VA) would apply to the entire building, unless a Fire Wall (IBC
705) were constructed. UNDERSTOOD ... WOULD IT BE ACCEPTABLE TO THE CITY TO SEAL AND KEEP VACANT
THIS SECTION OF THE BUILDING UNTIL SUCH TIME AS APPROPRIATELY DESIGNED AND PERMITTED CHANGES
COULD BE PUT INTO EFFECT?
Sincerely,
Ann Bullis
Assistant Building Official
City of Edmonds
(425)771-0220
bullis@ci.edmonds.wa.us
----- Original Message -----
From: Ralph W. Allen [mailto:rwallen@bridgepm.net]
Sent: Monday, April 09, 2007 8:59 AM
To: Bullis, Ann
Cc: Sheri D. Stark; Marilyn Bishop
Subject: a few questions
Hi Ann, thanks for your comments on Old Milltown ... we are running through them and I wanted to advance two
clarifications to you as we are preparing our modified drawings. Here they are...
BLDG 08 The city has not received plans for the phase 2 and phase 3
demolition. Please inform the city of your plan with regards
to overall phasing of the construction and submittal of
permit applications for this project. Assuming Phase 2 and
Phase 3 demolition permits will be applied for and issued
prior to issuance of the main addition remodel permit,
please remove "Demolition" from the deferred submittal
list. If Phase 2 and 3 demolition will be issued
simultaneously with this permit, please submit for review as
soon as possible to avoid construction delays.
BLDG 22 Existing portions of the building to remain unchanged must .
meet type VA construction in accordance with IBC Table I
4/12/2007
Message
I
Page 3 of 3
601 and exterior wall / opening protection parapet
provisions of IBC 704. Architect of record to verify and
submit a letter that this has been investigated and verified
or show all upgrades on the plans.
4/12/2007
TVMEMORANDUM
Date: April 10, 2007
To: Development Services Lead Theresa Umbaugh
From: John Westfall, Fire Marshal
Subject: BLD20060845 Old Milltown Renovation REDESIGN
201 5 1h Avenue S.
The Fire Department provides the following comments and corrections in accordance with the 2003
International Fire Code and Edmonds Community Development Code. Resubmittal is required.
Plans reviewed for shell & core requirements only. There will be additional Fire requirements for
approval of individual tenant occupancies.
The building is not considered a covered mall structure due to tenant entries outside of mall area.
Callout Fire Connection Permit. Fire Connection must be submitted at the same time as your civil
engineering plans. Fire connection permit is required for the installation of the underground supply
for your fire protection system. Underground design must be stamped by registered PE or a Level
I H (WA) fire sprinkler contractor AND the installer must also stamp the plans. The installer must be
either Level III or Level "U" fire sprinkler contractor licensed by the State. Provide three copies of
plans showing all valves, vault location, post indicating valve, fire department connection and piping
to include size and material, hydraulic calculations, thrust blocking with calculations, pipe bury depth
and any and all other materials used and their fire protection listings. RCW 18.160.070 / RCW
18.27.110
Callout Fire Protection Footprint is required (attached).
(Scope of fire alarm submittal- for clarification purposes: no correction rqrd): A manual and
automatic fire alarm system is required for the purposes of manual alarm activation, egress path
detection, off -site sprinkler system monitoring, local alarm audible/visual notification and exterior
audibility. Install fire alarm control panel (FACP) in sprinkler riser room.
Sht A1.0 Deferred Submittal section:
"Fire Sprinkler -and- dGeter-AeR system" (Fire alarm is separate permit already noted)
Sht A2.0 NEW WALL SECTION is type A (non -fire rated) and cannot used to recognize new
building work as separate from existing building for the purposes of fire sprinklering "throughout".
Show all areas in existing building east of Sht A2.0 NEW WALL SECTION (Bldg comments #2 &
#16)
City of Edmonds Sb Office of Fire Marshal
-W
Detail suggested plans (for clarification purposes: no correction rqrd) for the installation of Type I
hood duct routing to exterior for commercial cooking in restaurants (Bldg comment #31).
Sheet A2.0.1 & A2.1.1 Combustible materials shall not be stored in exits or exit enclosures. Clarify
arrangement & detailson life safety plans for restaurant and 1 s' floor retail loading entries. Address a
plan with details for restock and delivery of supplies and equipment during business hours that does
not reduce the ability to egress for any time.
NOTE: Provide minimum 2A:IOB:C fire extinguishers throughout common areas and no more
distant than 75' travel distance from any portion of the building.
NOTE: New and existing buildings shall have approved address numbers, building numbers or
approved building identification placed in a position that is plainly legible and visible from the street
or road fronting the property. These numbers shall contrast with their installed background.
Address numbers shall be Arabic numerals or alphabet letters. Building numbers shall be a
minimum of 4 inches high with a minimum stroke width of Y2 inch. Coordinate with Development
Services for tenant suite numbering.
Provide Fire Department lockbox. Coordinate with Fire Department for a "Lockbox Authorization
Letter" and instructions to obtain and install lockbox outside the sprinkler rooms on your site.
425.775.7720
Sheet A1.0
Callout site POC for Fire Prevention Program Superintendent (IFC 1408) and assure that person will
have the authority to stop work and mitigate any environmental or hazardous materials concerns. If
such issues arise, contact WA DOE Environmental Report Tracking System (ERTS) 425 649-7229.
Sheets A2.0.1 & A2. 1.1
Provide corrected occupant load figures for each individual space on life safety plan sheets. Call
out fire extinguisher locations and note manual and automatic fire alarm and fire sprinkler
protection throughout.
Sheets A2.0 & A2.1
Sign door 48 for FIRE SYSTEMS CONTROLS.
Sheets A2.0 & A2.1
Sign doors 21 and 94 for ROOF ACCESS.
Cc: Mr. Ralph Allen, AIA rwallen(cD-bridgepm. net, fax 206-783-2037
Engineering Program Manager Lyle Chrisman
Assistant Building Official Ann Bullis
2
I
Attachment: Fire Protection Footprint
Edmonds Plaza
1500 Main Street
LEGEND
Occupancies: Fit, A3, 8, M
V
I hMr C0,11110, Wth Sell -
Type of Construction: V "our
C.
ClMhq raud 00M. rated
2 stories with basement
D�elllnq UNI
Dwelling Unit
giZir; O'sUr4ke darrVere at
Total Building Area: 32,456 sf
G)
&0 pen
1997 USC. UMC. UFC. UPC. WSEC. VIACI. State Barrier Free Codda
C.
- - - - - - I hwr rated �A assarr"
Fire Apparatus Access: Paved West. South and East sides
Dwe" UrA
DvWM Unit
2 how Area Separadtat Wall
Wall rated dwrr wW glazing
Active Fire Protection
Urdl
Re%4r*d ad to the extedw
Fire sprinkler system (specify UBC Std. 9-1 or 9-3) V V
Of ft buddeli
Fir* sprinkler control panel location
Dwelling Urit
0 Area of Eyacustbn Amjvance
Fire Department connections
Fine alarm system wt smoke detection and manual pulls Retell Retall
Retell
44 Fire D#P arowl C4,eceon
Fire alarm control Panel location
8
Q 20 rrin. rated. slar-amirig dow
Illuminated exit signs rA)
A
A -
Emergency lighting wl battery back-up 10,
60 "in. rated, self-dwing dow
HVAC automatic shutdown
(D 90 rrdn. rated.
Kitchen Type I hood and suppression system
Elay.
setf-dos�g dw
Fire Extinguishers 10,
Dwelling U,41
Elev.
Passive Fire Protection
Smoke control system
C.
Dwe" UrJl
Escape windows from sleeping room*
1-hour rated corridorlexit passageway
Attie draft steps
office CA
End,
Elevator smoke door
0
C.
Dwe" Urdt
Structural Protection
Orr"
DorallIng Lhl
Exterior load -bearing walls - 1-hour
Interior load-Imaring walls - 1 -hour
OMM
Sample Fire
Exterior non -bearing wall* - 1 -hour
Structural frame a 1 -hour
Machankal A
Peffnanent partItIons a 11-hour
DA*ftg Lht
Protection
Shaft enclosures a "our
Floor -ceiling - 1 -hour
Footprint
Roof-collIng - 1 -hour
Exterior openings - NIA due to location on property
N
Stair enclosure - 1-hour
FIRST FLOOR dM
Date Prepared
Roof material class . Type B
Last Updated
3
Westfall, John
From: Westfall, John
Sent: Wednesday, April 11, 2007 12:10 PM
To: Umbaugh, Theresa
Cc: 'Ralph W. Allen'; Bullis, Ann; Chrisman, Lyle; Smith, Mike
Subject: BLD20060845 Old Milltown Redesign 2.doc
r ----N
mn
T
L-j
BLD20060845 Old
Milltown Redes...
Westfall, John
From: Westfall, John
Sent: Friday, March 02, 2007 9:19 AM
To: Fire Dept Group
Subject: Old Mill Town 201 5th Ave S.
Old Mill Town is in final plan ning/approval stages for improvement.
This morning a fence has been installed in the northern 2 story portion preparing for work.
This portion of the building is vacant.
The one story strip area laying south is still open for business and no plans are current for immediate work.
The renovated building will be provided with automatic sprinkler and alarm systems.
FM
Westfall, John
From: Westfall, John
Sent: Monday, March 05, 2007 7:15 PIVI
To: Fire Dept Group
Subject: Old Mill Town 201 5th Ave S. Demolition
Members:
The fire prevention program superintendent for the site/proj ect is Sean Roberts,
cell 206-423-5761 (24 hrs).
FM
i HeraldNet: Print Article
Page I of 2
HemldVet
Everett, Wash.
Published: Friday, February 23, 2007
New look likely for Edmonds' Old Milltown shopping center
The city's design board approves the remodel, but the owner plans to fight restrictions on his
original plan
By Scott Pesznecker I Herald Writer
EDMONDS - A developer has revised his plans to remodel an iconic downtown building, and he could
have the green light to move forward.
However, developer Bob Gregg said he still plans to pursue a lawsuit against the city for striking down
his earlier renovation plans, he said.
Gregg, owner of the Old Milltown shopping mall, recently gained approval from the city's Architectural
Design Board to remodel the 107-year-old building. He had to alter his original renovation plans after
the City Council upheld an Edmonds woman's appeal against his project.
The only significant change to Gregg's plans is that he won't remodel the northeast comer of the
building, which is partially separated from the rest of the building by an alley. Gregg plans to wall off
that portion of the building and leave it empty.
Gregg originally planned to build over the alley and expand the northeast comer of the building out to
the sidewalk of Dayton Street. However, that part of his plan was the focus of the controversy that led to
the appeal, Gregg said.
"I have no idea what I'm going to do with that now," Gregg said.
In its early days, Old Milltown housed a Ford dealership, a bus bam and a water company. In the early
1970s, the building was converted into an indoor mall, with wide walkways and staircases connecting
shops on the building's two floors.
Gregg said he wants to remove the staircases and separate the two floors with a 15-foot ceiling. The top
floor is slated to be leased as office space, and the bottom floor would be split into spaces for three
tenants, he said.
He plans to build a slightly set -back and covered balcony on what is now the low roofline along Fifth
Avenue.
The remodel would bring most of the building into compliance with current building codes, Gregg said.
Old Milltown lacks proper insulation, and many of its windows are single -paned, Gregg said. Sections
of the wooden floorboards are beginning to sag, and parts of the building are inaccessible to people who
use wheelchairs.
Edmonds Fire Marshal John Westfall pointed out the building has no indoor sprinkler system. The
http://www.heraldnet.comlappslpbcs.dlllarticle?AID=120070223NEWS011702230735&Se... 6/30/2007
i HeraldNet: Print Article
Page 2 of 2
building's age makes it more of a fire hazard, he said.
"We've been looking forward to this for many decades to have a fire prevention system there," Westfall
said.
The northeast comer of the building might be remodeled at a later date, depending on the outcome of
Gregg's lawsuit, he said.
The lawsuit, filed under the Land Use Petition Act, seeks to overtum the City Council's decision to
strike down his earlier renovation plans, which included remodeling the northeast comer. The lawsuit,
which also names the woman who filed the appeal and a former Edmonds city councilman, also seeks to
recoup attorney's fees and monetary losses caused by delays in the project.
Gregg said he's not going to renovate the northeast comer until he can do it in a way that makes sense.
"I'm not going to do something wrong just because some citizens don't get it," he said.
Reporter Scott Pesznecker: 425-339-3436 or
spesznecker@heraldnet.com ">spesznecker@heraldnet.com
(0 2007The Daily Herald Co., Everett, WA
http://www.heraldnet.comlappslpbcs.dlllarticle?AID=120070223INEWS011702230735&Se... 6/30/2007
10
F 07 2007
EB
EDMONDS FIRE DEEIJ
CONSTRUCTION
VOLUNTARY PRE -FIRE PLAN
OLD MILL'rowN
2015"' AVENUE S
EDMONDS. WASHINGTON
Fire Prevention Program SupoLimendent - —
S can.Rob ertsP2 4h ric el I todfit7c 02 _ g 1,315,7 6-TIM
The pbrpose of this plan is to prevent fire by implementing time tested methods and
procedures that are known to reduce the risk of fire ignifion.
BELFOR USA GROUP INC., a general contractor, appoints Scan Roberts as the on site
employee responsible for the implementation of this plan. He will function as the
PROGRAM SUPERINTENDENT as described in IFC chapt6r 14.
In the. case of an emergency dial 911. Immediately inforns the operator that you are in
Edmonds, WA.
Site security shall be provided by a continuous construction fence. Entry gates shall be
well marked and readily identifiable. In time of need emergency vehicles will entcT at
these gates; gain:ing access by cutting chains and locks.. Entry gates must be kept clear of
obstructions to allow quick access. At the end of each work shift the Progra. i in
Superintendent shall walk the entire fence to vcrify* its integriLy and secure the fence. to
prevent unlawful entry. A record of these inspections shall be kept on site.
Construction debris or other material shall not be allowed to collect in such.a manner as
to create a fire hazard orobstruction. Gates, walkways, stairs, fire extinguisher locati.ons
and fire �ydrants shall not be obstructed.
Workers performing tasks that create sparks, open flame, welding/cutting with torclies,
sold6ring or the application of roofing'products that require open flame shall have,
within arms reach, a fire exti6guislier of a type 2A I OBC (5 pound).
All workers, regardless of task, shall have access to fire extinguishers at a distance lio,
greater than 75 feet, die location of which is to be clearly visible and well marked. The
discharge of fire extinguishers shall be immediately reported to the Superintendent.
fuels shall be allowed on the work site only as inunediatcly required. All fuel and fuel
containers when not in use shall be stored in the approved cabinet located on site.
Page 2
Smoking shall not be allowed on the general work site but only in specially designate:d
areas as approved by the Superintendent.
Temporary heating systems shall be of a hot air or boiler type that has the combustion
chamber exterior to the structure; heat being conveyed so to radiantly heat the intcrio.r.
The contractor shall install a key box (KNOX BOX) approved by the Fire Marshal tat
shall contain keys that allow routine access. (This box can later be permanently installed
on the building to comply with access requirements).
The job site address shall be clearly posted in large print readable from the street.
No cooking or reheating of food shall be allowed on the site.
The contractor shall make available to employees and emergency service providers
MSDS sheets for all chemicals.
The contactor shall maintain a hazardous material spill kit oii site.
4
2/7/2007
"'"ENG. & Fire Comments
Plan Check #: 2006-1309
RESUE3
FE-8
L-; 07 207
5U M
6ft wmow
Response to the Plan Review Comments from the city for the Old Milltown Non
Structural Demolition Permit Submittal.
111 P-i "FeTRUPs ra I
Wel�p—ons
*57"m "en
Fire I
Sheet A1.0 GENERAL
The attached form with
NOTES
this information will be
Callou.t Fire
P osted onsite. A note has
Prevention Program
been added to sheet A 1. 0.
Superintendent with
24 hour emergency
phone number for site.
That person will have
the authority to stop
work and make proper
notifications for any
emergency,
environmental or
hazardous materials
concern.
Fire 2
Sheet A1.0 GENERAL
Note is added to the
NOTES
drawing
Exterior and interior
openings of vacant
structures accessible to
unauthorized persons shall
be boarded, locked,
blocked or otherwise
protected to prevent entry
by unauthorized
individuals.
ARCHITECTS inc.
7310 15TH AVE NW. SEATME WASHINGTON. 98117. ph: 206 783 2035 fax: 206 783 2037. rwaUen@bridgepm.net
Fire 3
Fire 4
Fire 5
Eng I
IFC 311
Sheet A1.0 GENERAL
NOTES
(As applicable)
Construction work
involving asbestos
materials and asbestos
abatement activities shall
be conducted in
accordance with COE
Building Department and
Puget Sound Clean Air
(PSCA) protections,
methods and approvals.
Sheet A1.0 GENERAL
NOTES
Maintain fire hydrant for
fire protection water supply
during demolition. * .
IFC 508.5.4 & IFC 1412
Sheet D2.0
Hazardous materials or
tanks discovered during
the course of demolition
may require city approval
and/or mitigation permits.
WA DOE may have
additional requirements for
project. For environmental
concerns, contact WA DOE
Environmental Report
Tracking System (ERTS)
425 649-7229.
Sheet D1.0
Remove the haul route
pattern on Pine St. Truck
route to the site shall be
Edmonds Way to Sunset
Ave (SR-104) and from
the Ferry to Sunset to
Dayton St. Departing
route shall be Dayton to
6'b Ave to Walnut to 5t"
Ave and out 5'h to
Edmonds Way.
Note is added to the
drawing
Note is added to the
drawing
Note is added to the
drawing
Lyle, I believe that we
discussed the following
route at the meeting...
Incomingftomfteeway
Edmonds way to
Sunset to Dayton
to sixth to maple to
point of delivery at
site
Incomingftom Ferry
Ferry to Sunset to
Dayton to sixth to
Page 2 of 6
Date: January 12, 2007
To: Development Services Lead Theresq Umbaugh
From: John Westfall, Fire Marshal
Subject: BLD20061309 Old Milltown Demolition
201 5 1h Avenue S.
The Fire Department provides the following comments and corrections in accordance with the 2003
International Fire Code and Edmonds Community Development Code. Awaiting replies for Building
and Engineering Division reviews also.
1. Sheet A1.0 GENERAL NOTES
Callout Fire Prevention Program Superintendent with 24 hour emergency phone number for site.
That person will have the authority to stop work and make proper notifications for any emergency,
environmental or hazardous materials concern. J
2. Sheet A1.0 GENERAL NOTES
Exterior and interior openings of vacant structures accessible to unauthorized persons shall be
boarded, locked, blocked or otherwise protected to prevent entry by unauthorized individuals.
IFC 311
3. Sheet A1.0 GENERAL NOTES
(As applicable) Construction work involving asbestos materials and asbestos abatement activities
shall be conducted in accordance with COE Building Department and Puget Sound Clean Air
(PSCA) protections, methods and approvals.
4. Sheet A1.0 GENERAL NOTES
Maintain fire hydrant for fire protection water supply during demolition.
IFC 508.5.4 & IFC 1412
5. Sheet D2.0
Hazardous materials or tanks discovered during the course of demolition may require city approval
and/or mitigation permits. WA DOE may have additional requirements for project. For environmental
concerns, contact WA DOE Environmental Report Tracking System (ERTS) 425 649-7229.
Cc: rwallenCcDbridgepm.ne
Engineering Program Manager Lyle Chrisman
Assistant Building Official Ann Bullis
City of Edmonds * Office of Fire Marshal
Westfall, John
From: Westfall, John
Sent: Friday, January 12, 2007 3:26 PM
To: 'Ralph W. Allen'
Cc: Umbaugh, Theresa; Bullis, Ann; Smith, Mike
Subject: BLD20061309 Old Milltown Demo.doc
BLD20061309 Old
Milltown Demo....
OLD MILLTOWN SOUTH MALL NEW TOILET ROOMS
201 5th AVENUE SOUTH - EDMONDS, WA
GENERAL INFORMATION:
Address: 201 5th ave South Edmonds, Wa 98020
Parcel Number for South Mall: 00434212103700
Legal Description for South Mall: City of Edmonds BLK 121 D-00 - LOT 37
EXC E 16FT THOF & ALL LOTS 38-39-40 TGW S 1/2 VAC ALLEY ADJ
SD LOTS EXC E 16FT LOT 37 TliOF
Zone: BC / Downto'2 Business
Type ofConstruction: Type VA
Landscape requirements: None, zero lot line development
Building and site Lighting: Existing Street and sidewalk lighting is all that is
currently planno&
Other Work:
The following work shall be under a deferred submittal and/or separate permit
and :hall be either bidder or tenant designed in accordance with all current codes
and tandards as required by the city of Edmonds and all applicable codes
• Heating, Ventilating and Air-conditioning
• Plumbing,
• State Electrical and Lighting (interior and exterior entrance)
(This permit is obtained from L and 1)
• Fire Sprinkler and detection Systems
• Signage
Fire Alarm
Shop Drawings
Side Sewer
Water Meter
Tenant Improvements
Maintenance Bonds
Demolition
shall be deferred submittals under separate permit and shall be either bidder or
Tenant designed in accordance with all current codes and standards as required
by the city of Edmonds and the 2004 Washington State Energy code.
GENERAL NOTES:
THE WORK OF TIES CONTRACT SHALL COMPLY WrM ALL APPLICABLE CODES AND STANDARDS
INCLUDING BUT NOT LDGTED TO THE FOLLOWING:
0 2003 International Building Code (including Accessibility) vnth State Amendments
0 NRCA edition 5
o SMACNA Architectural Sheet Metal
Manual/ 5th adition / 1993
0 Off Sealant Manual: Basic immuctious on
the es3catials of scalant fitnallation /
available from United Prokisionals Inc.
o All applicable Federal Specifications and
ASTM standards
o 2003 International Mechanical Code (including latcrizabonal Fel Gm Code) ith State Amendments
o 2003 Interiantional Fire Code with State Amendments
* 2003 Uniform Plumbing Code with State Amendments
* 2004 Wuhhoon State Enew Code (WAC 51-11)
— W State Ventilation Indoor Air Code MAC 51-13)
EXISTING 7OLrr ROOMS ARE
TO REk4AIN IN SERVICE
UNTIL NEW TOILET ROOMS
ARE COMPLETED IN SPhCE
----
=rER NEN TOLEr
I IN OPERAMM
DEN EXWM TOILET
ROM WILL BE F431OWM
TOILET�
DOOM OLD 101117OWN BUILDM
0 as—,—.
o Edmonds Communny Development Code C Py
CONTRACTOR TO VERIFY ALL DIMENSIONS. CITY
OWNER:
GREGG PRODUCTION ASSOCIATES, INC.
51 W DAYTON ST, SUITE 304
EDMONDS, WA 98020
SURVEYOR:
PETERSON CONSULTING ENGINEERS. INC.
4010 LAKE WASHINGTON BLVD NE, SUITE 300
KIRKJ-4,ND, WA 98033
(425) 827-5874
ARCHITECT:
RALPH ALFEN
BRIDGE ARCtUTECTS inc.
7310 15th Ave NW
Seattle, WA 98117
(206) 399-9467
GENERALCONTRACTOR:
BELFOR
3826 WOODLAND PARK AVE. N
SEATTLE, WA 98103
(206) 632-0800
SCOPE OF WORK:
The scope of work for the new toilet morns shall be as
indicated in the drawings and scope of work
ALL TDIMITS N SOUTH M&L SKaLL ROOM
N SUIVICE OURM coNsheicnoic
MUST K MAKrAVJM 70 W
bainma 7EI%WTS AT &L TWEEL
E1051010 SOUTH MALL BUILOM
3STM QAZEBO�%
0
SIDEWALK
5M MEME 1--TlE Win 001517.
SAWAM UNE
DRAWING INDEX
SHEET#
DESCRIPTION
ALO
SHEET & SITE KEY PLAN
A1.0.1
SrM SURVEY PLAN / Existuc commoNs
A2.0
sourN NALL rotLET tmPRovn4EKr -
ExISTDIGIVEM0 & NEW PLANS. WALL TYPES
A3.0
TOUM th(PROVEMENTS - SECMNS AND
ELEVA'noN moTos
ECEIVE
DEC 0 6 2006
BUILDING DEPARTMENT
CITY OF EDMONDS
KEY PLAN
vie - 11-r
N
9%VlClNiTY MAP
OLD MILLTOWN
50UTH MALL
TITLE 5HEET
t KEY PLAN
I Env=
A 1.0
BRJ DGE
AtWtM
7
go. � 7
r206 763 2C05
2(�Z 7�3 2037
Message
7-4) k sik—
Page I of 1
Westfall, John
From: Graf, Jeannine
Sent: Monday, October 30, 2006 10:38 AM
To: Bullis, Ann; Bullock, Steve; Chrisman, Lyle; Westfall, John
Subject: FW: Old Mill Town
FYI
----- Original Message -----
From: Ralph W. Allen [mailto:rwallen@bridgepm.net]
Sent: Wednesday, October 25, 2006 8:20 AM
To: Fisher ' Steve; Umbaugh, Theresa
Cc: rrgregg@comcast.net; Robert Appleby; Sheri D. Stark
Subject:
Steve ... Theresa ...... we are working on a number of fronts for the Old Milltown project and are closing in on submitting our
responses to the city comments in the next few weeks. I wanted to preview with you a change in the planning of the project that
we believe is consistent with the building's past capacity, mindful of the structural challenges at this part of the site noted in the
cities comments and responsive to some of the reservations expressed at the recent ADP Hearing and the ADB Appeal to the City
Council on the design of our project.
In summary we are proposing that the upper Dayton building is essentially left in it's existing configuration and that the required
parking for this development is placed in the upper floor of this building ... under the high ceiling sawtooth truss area where they
used to build, maintain, and park buses. The only other functions that we are anticipating in this building would be
* ground floor commercial as it is now, (the existing Starfeathers ... )
* the primary Electrical service room is maintained and expanded in it's existing location
* some storage capacity is shown and that
Vehicular access would be by the existing 16'wide ramp which historically was used as a drive ramp.
I will give one or both of you a call tomorrow, but wanted to give you a heads up on where we are headed for our submitted
responses...
Thanks much, and look forward to seeing you both soon.
Ralph
10/30/2006
Is Nt IF
10
OLD MILLTOWN
NEW
I 5t LEVEL
PLAN
CIM�
A2.0
NEW IM LEYEL FLWR P�
Ellt- ]I,
71
co
0 ---
9 q)
OLD MILLTOWN
NEW
o�
2nd LEVEL
I t
PLAN
�EXISTING RETAINING WALL
LIBBY
RI IRS
R
RIL G
T
JEA
4'.80or
9078 �A
PLANTERS, PROVIDE
IIR ._.N I DRAINAGE
C NCLnSE RE
W—SPACE
2 M7 Sq Ft
A2, I
Y.
OL 7, <c
7—
NEW 2�d LEVEL FLMR PILAN
�'a
Date: August 24, 2006
To: Development Services Lead Theresa Umbaugh
From: John Westfall, Fire Marshal
Subject: BLD20060845 Old Milltown Renovation
201 5th Avenue S. CONTINUED
18. Callout site POC for Fire Prevention Prograrn Superintendent (IFC 1408) and assure that
person will have the authority to stop work and mitigate any environmental or hazardous
materials concerns. If such issues arise, contact WA DOE Environmental Report
Tracking System (ERTS) 425 649-7229.
Cc: rwallen(&_brid_qepm. net
Assistant Building Official Ann Bullis
Attachment: Fire Protection Footprint
City of Edmonds Sb Office of Fire Marshal
Wesffall, John
From: Westfall, John
Sent: Thursday, August 24, 2006 4:09 PM
To: Umbaugh, Theresa
Cc: Bullis, Ann; Smith, Mike; 'rwallen@bridgepm.net'
Subject: Fire Comments continued.doc
EZ�02
KI,±fl
LL�i
)6-845 Old Milltown
rev contin...
Date: August 24, 2006
To: Development Services Lead Theres Umbaugh
From: John Westfall, Fire Marshal -,
Subject: BLD20060845 Old Milltown Renovation
201 Sth Avenue S.
The Fire Department provides the following comments and corrections in accordance with the 2003
International Fire Code and Edmonds Community Development Code. Resubmittal is required.
1. An automatic sprinkler system is identified on sheet A1.0 as new work. I am assuming a
NFPA 13 system (IFC 903.3. 1. 1) that can be utilized for a non -separated mix of
occupancies. (IBC 302.3)
Required permits/submittals include:
2. Callout Fire Connection Permit. Fire Connection must be submitted at the same time as
your civil engineering plans. Fire connection permit is required for the installation of the
underground supply for your fire protection system. Underground design must be stamped
by registered PE or a Level III (WA) fire sprinkler contractor AND the installer must also
stamp the plans. The installer must be either Level III or Level "U" fire sprinkler contractor
licensed by the State. Provide three copies of plans showing all valves, vault location, post
indicating valve, fire department connection and piping to include size and material, hydraulic
calculations, thrust blocking with calculations, pipe bury depth and any and all other materials
used and their fire protection listings. RCW 18.160.070 / RCW 18.27.110
3. Callout Fire Sprinkler System permit required for modifications to automatic fire sprinkler
systems. IFC 105.7.1
4. Fire alarm system is required for the purposes of off -site sprinkler system monitoring, local
alarm audible/visual notification and exterior audibility. IFC 903.4.2
5. Callout Fire Protection Footprint is required (attached).
6. New and existing buildings shall have approved address numbers, building numbers or
approved building identification placed in a position that is plainly legible and visible from the
street or road fronting the property. These numbers shall contrast with their installed
background. Address numbers shall be Arabic numerals or alphabet letters. Building
numbers shall be a minimum of 4 inches high with a minimum stroke width of 1/2 inch.
7. Provide Fire Department lockbox. Coordinate with Fire Department for a "Lockbox
Authorization Letter" and instructions to obtain and install lockbox outside the sprinkler rooms
on your site. 425.775.7720
City of Edmonds Sb Office of Fire Marshal
8. Sheet D2.0
Hazardous materials or tanks discovered during the course of demolition and removal may
require city approval and/or mitigation permits. WA DOE may have additional requirements for
project.
9. Sheet A1.0 GENERAL NOTES
"2003 IBC with Gity of Seattle WA State amendments"
10. Sheet A1.0
Provide use and occupant load calculations for each individual space and in aggregate.
11. Sheet A2.0
Callout SPRINKLER RISER ROOM.
12. Sheet A2.0
Callout TENANT STORAGE means of access/egress.
13. Sheet A2.0
Identify space at NE corner of 1s' level.
14. Sheet A2.0
Callout door ratings and hardware.
15. Sheets A2.0 & A2.1
Provide area calculations for each space.
16. Sheet A2.1
Identify space at NE corner of 2 nd level.
17. Sheet A2.1
B occupancy in this area requires two exits arranged by required distances.
Cc: rwallen(cD-brid-gepm. net
Engineering Program Manager Lyle Chrisman
Assistant Building Official Ann Bullis
2
A -
Attachment: Fire Protection Footprini
Edmonds Plaza
1500 Main SVW
Occupancies: R1, A3, B. M
Type of Construction: V 14mur
2 stories With basement
Total Building .: 32,456 af
111107 UBC. UMC, UFC. UPC. WSEC. VIAQ, State Barrier Free Code
Fire Apparatus Access: Paved WasL South and East sides
Active Fire Protection
Fire sprinkler system (specify UBC Std. 9-1 or 9-3)
Fire sprinkler control panel location
Fire Department connections
Fire alarm System w/ smoke detection and manual pull&
Fire alarm control panel location
Illuminated exit signs
Emergency lighting w/ battery back-up
WAC automatic shutdown
Kitchen Type I hood and suppression system
Fire Extinguishers
Passive Fire Protection
Smoke control system
Escape windows from sleeping roams
I -hour rated coffidorlexit passageway
Attic draft stops
Elevator smoke door
Structural Protection
Exterior load -bearing wells
Interior load -bearing wells
Exterior non-boaring wells
Structural frame
Permanent partitions
Shaft enclosures
Floor-colling
Roof-c*lllng
Exterior opening*
Stair enclosure
Roof material class
- "our
- "our
- "our
- 1-hour
- 11-hour
- 1 -hour
w 1 -hour
- 1-hour
- WA due to location on property
a 1-hour
- Type 0
— N
FIRST FLOOR
LEGEND
I h� Qftw �M S01-
. bd dws. ntd
91&�. ft*mks dwnpm at
dud perontiorm
— — — — — -
I bmw ra*d wal sum"
IMMEMENEW
2 hMW Ain 5"WaSm Wan
WO Mod d0M aM gtazwV
R*qLdrW eM b am ex*ft
01 ft Nk"
Ama d Eo=oan Assistance
Fks D"m� Cam*caon
20 mM. MO. 901-CIDSIng dw
60 min. MW� wff-dwft dwr
90 min. n%d. se-doeft door
of EDAr
Sample Fire
Protection
Footprint
Date Prepared
Last Updated
3
Westfall, John
From: Westfall, John
Sent: Thursday, August 24, 2006 11:11 AM
To: Umbaugh, Theresa
Cc: Bullis, Ann; Smith, Mike; 'rwallen@bridgepm.neV
Subject: RE: Fire Department 1 st Review (revised)
)6-845 Old Milltown
rev.doc (3... Here's revised copy with date corrected!
----- Original Message -----
From: Westfall, John
Sent: Thursday, August 24, 2006 11:09 AM
To: Umbaugh, Theresa
Cc: Bullis, Ann; Smith, Mike; Irwallen@bridgepm.net'
Subject: Fire Department lst Review (revised)
1
OV EDAI 0 City of Edmonds
PLAN REVREW COMMENTS
BUILDING DIVISION
(425) 771-0220
DATE: August 23, 2006
TO: Ralph Allen, Architect
Bridge Architects
FROM: Ann Bullis, Assistant Building Official
RE: Plan Check #: 2006-0845
Project: Old Milltown addition and major remodel
Project Address: 2015 1h Ave S.
During review of the above noted application, it was found that the following information,
corrections, or clarifications are needed. Please provide written responses to each comment as to
how it has been addressed (support with code sections where applicable), and where changes can be
found on the plans. Please submit revised plans/documents to Theresa Umbaugh, Permit
Coordinator. Please be aware that additional comments will likely follow after plans are
resubmitted since construction plans are so incomplete.
1) On the coversheet of the plans, provide a detailed written scope of work.
2) On the coversheet of the plans, list all adopted codes:
a) 2003 International Building Code (including Accessibility) with State Amendments
b) 2003 International Mechanical Code (including International Fuel Gas Code) with State
Amendments
c) 2003 International Fire Code with State Amendments
d) 2003 Uniform Plumbing Code with State Amendments
e) 2004 Washington State Energy Code (WAC 5 1 -11)
f) 2003 Washington State Ventilation Indoor Air Quality Code (WAC 51-13)
g) Edmonds Community Development Code
3) On the coversheet, change the parking occupancy designation to S2. U occupancy is limited to a
private garage such as associated with a dwelling.
4) Please add the following to the "Deferred Submittals" list:
i) Fire Alarm
ii) State elevator (this permit is obtained from L&I)
iii) Add "State" in front of electrical (this permit is obtained from L&I)
iv) Shop drawings
V) Side sewer
vi) Water meter
vii) Tenant improvements
viii) Maintenance bonds
5) On the coversheet, remove statement that existing building and parking are as is and accepted
under the current code, as this is not true since many upgrades are required for this major
remodel.
6) On the site plan:
a) Clearly distinguish the property lines from other lines on the plan.
b) Dimension all property lines
c) Show all existing and proposed trash enclosures (currently there is one on the upper parking
lot that is not shown on the site plan — will this remain?). For questions regarding location
of trash enclosures for garbage pick-up, size and quantity of containers, and size and quantity
of trash enclosures, contact Steve Fisher, Recycling Coordinator, at 425-275-4801.
d) Show all existing structures, such as the covered walkway at the lower floor of the south
portion of the building, and the gazebo, etc.
e) Dimension and show all encroachments into the right-of-way.
f) There appear to be additional street trees shown in the photos on Al. I that are not shown on
the site plan.
g) Provide height calculations and datum point on the site plan. Based on the survey submitted
in the project manual, MLLW is the datum which will require that height of the building,
including elevator penthouse, rooftop mechanical equipment, etc. be surveyed by a State
Licensed Land Surveyor.
7) Not enough information is provided to determine IBC 302.3.1 Nonseparated Uses or IBC
302.3.2 Separated Uses will be used.
a) If Nonseparated Uses will be used, on the coversheet of the plans, clearly note that
Nonseparated uses is being used, provide allowable area and height calculations of the most
restrictive occupancy to the entire building to justify Type VA construction, and also include
additional code requirements that are required throughout the building per IBC 302.3. 1. A
1 -hour occupancy separation (based on fully sprinkled building) is still required between the
S2 and other occupancies per IBC 406.2.7.
b) If Separated Uses will be used, provide allowable area and height calculations, including
mixed use ratio calculations to justify Type VA construction. Note all required occupancy
separations (IBC Table 302.3.2)
8) On the coversheet, there are two types of construction shown (VA and IV Heavy Timber) for the
Business occupancy. Clarify and provide code justification for two types of construction or for
equivalency of Heavy Timber to VA construction (which would require an alternate design
unless it is for the roof construction only per IBC Table 601 footnote c).
9) Provide occupant load calculations for each floor, tenant space, and for the entire building. IBC
1004.1.2
10) On the existing and proposed floor plans, note the use and occupancy of each space. What does
Cacore support space" mean? Please be specific.
11) It appears that you intend this permit application to be for shell/core only and submit the tenant
improvements as separate permits (please be aware and inform the building owner that tenant
improvement plans must be designed and stamped by a State licensed Architect or Professional
Engineer as well). Please confirm, and include in your detailed scope of work (Item #1 above).
If this is the case, the building must be able to stand on it's own for minimum fire and life -safety
code requirements. Clearly show these requirements on the plans so there is no
misunderstanding as to what must be completed as part of the shell/core permit, and note on
each sheet of the plans that this permit is for Shell Core Only
12) Since this is a VA building (IBC Table 60 1) it must be I -hour fire rated throughout (please note
that occupancy separations may require a higher fire rating than for type of construction):
a) The roof -ceiling must be I -hour rated. Provide and reference the listed and tested I -hour
assembly and specifically note all requirements of the assembly on the plans.
Page 2 of 5
b) The decks must be I -hour rated. Provide and reference the listed and tested I -hour assembly
for exterior use and specifically note all requirements of the assembly on the plans.
c) Exterior walls must be I -hour rated. Provide and reference the listed and tested I -hour
assembly and specifically note all requirements of the assembly on the plans.
d) Interior bearing walls must be I -hour rated. Provide and reference the listed and tested I -
hour assembly and specifically note all requirements of the assembly on the plans.
e) Floor -ceiling must be I -hour rated. Provide and reference the listed and tested I -hour
assembly and specifically note all requirements of the assembly on the plans.
f) All beams and columns supporting an occupancy separation, floor and roof or more than one
floor must be individually protected to I -hour construction. Provide details with listed and
tested assemblies on the plans and cross reference specifically to which structural members
they apply so there is no confusion in the field.
13) A 30" parapet is required on the east exterior wall of the building in accordance with IBC
704.11. Provide details and fire rating showing compliance. No openings are permitted in the
east exterior wall due to proximity to the property line.
14) On the floor plans, clearly show all occupancy separations, including fire ratings and cross
references to construction details and listed/tested assemblies. Provide complete listed and
tested assembly requirements on the plans so they are constructed and inspected properly in the
field.
15) Clearly show on the plans how fire rated assemblies will be maintained where penetrations are
made (such as with shafts, lined joist bays, chases, etc.).
16) Provide listed and tested fire stopping assemblies and details on the plans for all membrane and
through -penetrations (such as piping, electrical, ducts, etc.).
17) It has come to our attention that a restaurant will be remaining, which is not reflected throughout
your plans.
18) Previous plans/documents for this building show the existing south portion of the building (I -
story with open parking above) being separated by the multistory building with a 4-hour area
separation wall. This does not appear on your plans, and must be taken into account with your
current design (IBC 705), including continuity of the wall through to termination. Architect to
verify the existing area separation wall and clearly show on the plans that it meets fire rating and
continuity requirements, and clearly show any modifications required to make the wall code
compliant.
19) Clearly note on the plans that the sprinkler system will be per NFPA- 13.
20) Dimension all hallway and corridor widths, particularly where columns protrude (also see
ICC/ANSI Al 17.1 section 307 for protruding objects). Clearly note which are fire rated
corridors and which are hallways (see IBC Table 10 16.1 for occupancies which require corridors
based on occupant load).
2 1) Cross-reference all sections and details on the floor plans.
22) The 2nd floor plan shows a set of stairs to the east that appear to lead to the roof. Will there be a
roof deck? Is it for roof access for maintenance and mechanical equipment? Please clarify. If
there is a roof deck, clearly show it on the plans and include details so it can be reviewed
(exiting, accessibility, drainage, guardrail, number of stories, etc.). If it is for maintenance
access only, how will it be secured from entry by the public?
23) The main stairways connecting floors must be enclosed per IBC 10 19 unless and exception can
be used.
24) The building/site must be accessible including the main entrances, tenant space entrances,
parking, throughout the building, restroom, maneuvering distances (see enclosed copy for
Page 3 of 5
ICC/ANSI A 117.1 — many areas are not meeting these requirements), customer counter areas,
mailboxes, common garbage areas, pedestrian access from the public street, etc. Clearly show
on the site and floor plans and provide details cross-referenced to show compliance. Provide
elevation points and slope throughout the accessible route of travel.
25) At tenant spaces 3 & 4 there appear to be steps. These tenant spaces must be accessible.
26) Based on the 30 total parking spaces on the property, 2 must be accessible (one located in each
parking lot). The accessible stall in the garage must be located as close to the elevator as
possible. The accessible stall on the upper parking lot must be located as close to the main
building entrance as possible. Fully dimension the parking stalls, including adjacent access
aisles, and show signage (see enclosed handout). Crosswalk striping is required where the
accessible path of travel crosses vehicular drive aisles.
27) Dimension the height of each awning above the sidewalk.
28) Clearly note on the plans where safety glazing is required per IBC 2406.
29) Provide stair construction details, including rise, run, landings, handrail height, gripable cross-
section, returned handrail ends, handrail extensions.
3 0) Clearly show required exits for the building, parking garage and each tenant space (IBC 10 18).
Show locations of illuminated exit signage and emergency lighting, including method of power
backup.
3 1) Clearly designate all incidental and accessory uses on the plans (IBC 302.1.1, 302.2).
32) How are tenant storage spaces on Sheet A2.0 accessed? These are considered incidental uses
(IBC 302. 1. 1) and based on a fully sprinkled building, must be provide with smoke partitions
and self -closing, gasketed doors.
33) The project manual shows information from Kalwall. Where are you proposing a Kalwall
system?
34) Provide State Non -Residential Energy and Ventilation Code compliance sheets. They can be
found on the following website: http://www.neec.net/documents. Some of these forms can be
deferred with the mechanical submittal, however for the main building permit review the
Envelope Summary form must be submitted, and supporting calculations if the Component
Performance method will be used. Coordinate U-values and R-values on the plans with that
shown on the Envelope Summary form.
35) Provide a schedule and sequencing as to when the final geotechnical report will be provided to
confirm assumptions made during design, and structural evaluation and confirmation of
assumptions for the structural components to remain, so that we can take this into account
during our review.
36) Special Inspections:
a) As part of the approved plans, the structural engineer of record must provide a complete list
of special inspections specifically for this project and note whether inspection is continuous
or periodic (IBC 1704), including non-structural special inspections such as seismic
anchoring of mechanical equipment, suspended ceiling systems, etc. (IBC 1707).
b) Geotechnical special inspections will also be required. Since the geotechnical report has not
yet been submitted, at this time the following inspections will be required:
i) Site preparation
ii) General site monitoring during construction
iii) Soil bearing verification
iv) Placement of fill and compaction
V) Foundation drainage installation
vi) Additional inspections based on future geotechnical report to confirrn assumptions
Page 4 of 5
c) Complete the enclosed Special Inspection and Testing Agreement for each Special
Inspection firm (geotechnical and structural). The Geotechnical Engineer of Record must be
the special inspector for the geotechnical items. The structural items can be specially
inspected by either a WABO Certified or a State Licensed Professional Engineer (submit
qualifications for Building Official review and approval). Have the owner, general
contractor and special inspector sign the form and return for Building Official approval prior
to permit issuance.
37) As part of the approved plans, the structural engineer must provide a Quality Assurance Plan per
IBC 1705.
38) The general contractor must submit a written statement of responsibility in accordance with IBC
1705.3 containing the items noted in that code section, as well as referencing the Quality
Assurance Plan.
See attached structural comments from the City's Structural Consultant
Page 5 of 5
Date: August 22, 2006
To: Development Services Lead Theresa Umbaugh
From: John Westfall, Fire Marshal
Subject: BLD20060845 Old Milltown Renovation
201 5th Avenue S.
The Fire Department requires more information to adequately review these plans. I would request
that a meeting be arranged to identify scope of project.
Please arrange our meeting with Building Official Jeannine Graf (425) 771-0220 x 1226.
1. With this clarification Building and Fire can determine whether new requirements apply
versus carryover requirements from 1973 renovation and Uniform.
2. With International Codes, I need to know if you will use design for separated or non -
separated uses (IBC 302.3).
3. Callout and maintain existing fire -rated wall at match line 8 between project and south mall.
4. Provide use and occupant load calculations for each individual space and in aggregate.
5. Clarify the account that an A2 occupancy will remain in business adding to the mix of
occupancies and the design requirements.
.'.6. �'Resubmit plans for review in accordance with these determinations.
Cc: rwallenabridgepm. net
Building Official Jeannine Graf
Engineering Program Manager Lyle Chrisman
Senior Planner Steve Bullock
City of Edmonds Sb Office of Fire Marshal
Message
Westfall, John
Page I of I
From: Ralph W. Allen [rwallen@bridgepm.net]
Sent: Tuesday, August 22, 2006 12:56 PM
To: Westfall, John; Graf, Jeannine; Bullock, Steve; Chrisman, Lyle; Bowman, Duane
Cc: Bob Gregg; Robert Appleby; Kurt Daviscourt; Steve Gray; Sheri D. Stark
Subject: RE: 06-845 Old Milltown more info.doc
Will do ... Jeannine? how best to get this on the calendar?
Ralph
From: Westfall, John [mailto:Westfall@ci.edmonds.wa.us]
Sent: Tuesday, August 22, 2006 12:52 PM
To: Ralph W. Allen; Graf, Jeannine; Bullock, Steve; Chrisman, Lyle; Bowman, Duane
Cc: Bob Gregg; Robert Appleby; Kurt Daviscourt; Steve Gray; Sheri D. Stark
Subject: RE: 06-845 Old Milltown more info.doc
Please inquire with the Building Official, Jeannine Graf, who will coordinate the meeting as necessary for the City reviewing staff.
John Westfall
Edmonds Fire Marshal
425 771-0213
----- Original Message -----
From: Ralph W. Allen [mailto:rwalien@bridgepm.net]
Sent: Tuesday, August 22, 2006 12:33 PM
To: Westfall, John; Graf, Jeannine; Bullock, Steve; Chrisman, Lyle; Smith, Mike
Cc: Bob Gregg; Robert Appleby; Kurt Daviscourt; Steve Gray; Sheri D. Stark
Subject: RE: 06-845 Old Milltown more info.doc
Thanks John, We will review the attached and get back to you ... how soon do you think we can make a meeting ... ?
Ralph
From: Westfall, John [mailto:Westfall@ci.edmonds.wa.us]
Sent: Tuesday, August 22, 2006 12:12 PM
To: Graf, Jeannine; Bullock, Steve; Chrisman, Lyle; Ralph W. Allen; Smith, Mike
Subject: 06-845 Old Milltown more info.doc
Mr. Wallen:
Fire Department review is attached.
<<06-845 Old Milltown more info.doc>>
John
8/22/2006
Westfall, John
From: Westfall, John
Sent: Tuesday, August 22, 2006 12:12 PM
To: Graf, Jeannine; Bullock, Steve; Chrisman, Lyle; 'rwallen@bridgepm. net'; Smith, Mike
Subject: 06-845 Old Milltown more info.doc
Mr. Wallen:
Fire Department review is attached.
E!Ei-;L
)6-845 Old Milltown
more info....
John
Wesffall, John
From: Westfall, John
Sent: Monday, August 21, 2006 5:10 PM
To: Bullis, Ann
Subject: Old Milltown Review
1 . Does renovation/practicality warrant upgrade review under International Codes?
2. Do the building divisions developed in 1973 renovation still apply?
3. Can we keep the 4 hour requirement to the strip mall to the south (matchline 8).
4. Separated vs. Non -separated (no sprinkler riser area called out) and no sprinkler requirements is
otherwise apparent if not taking non -separating allowance.
5. Can we still use "Mall requirements (common lobbies)?
Thank you,
-Wesffall, John
From: Umbaugh, Theresa
Sent: Friday, August 18, 2006 1:25 PM
To: Westfall, John; Chrisman, Lyle; Bullock, Steve
Cc: Graf, Jeannine
Subject: Old Mill Town review update
I called the architect for the Old Mill Town project and let him know that the City would be late with their comments. Target
date was 8/18/06, today.
Steve, I got your message, and alerted the Arch. Thank you.
John, could you let me know when you'll be able to review it please?
Lyle, could you also let me know when you'll be able to review it please?
Thank you!
Theresa M. Umbaugh
Permit Coordinator
Development Services Department
City of Edmonds
Hours M-F,- 9am-12pm and 1pm-4pm
(425) 771-0220
-Wesffall, John
From: Umbaugh, Theresa
Sent: Friday, August 18, 2006 7:26 AM
To: Chrisman, Lyle; Westfall, John; Bullock, Steve
Cc: Graf, Jeannine
Subject: Old Milltown Remodel BLD20060845 target date is today 8/18/06
This is consolidated, please let me know if you will have comments to me by the end of today OR let me know as soon as
possible if you are going to need additional time (also let me know when you will have your comments to me by).
I have to call the architect this afternoon if the City reviews are going to be late.
Thank you,
Theresa M. Urnbaugh
Permit Coordinator
Development Services Department
City of Edmonds
Hours M-F,- 9am-12pm and Ipm-4pm
(425) 771-0220
Wesffall, John
From: Westfall, John
Sent: Monday, August 21, 2006 3:04 PM
To: 'Bullis, Ann'; Umbaugh, Theresa; Chrisman, Lyle
Cc: 'Graf, Jeannine'; Bullock, Steve; Smith, Mike
Subject: Old Mill Town
FYI, the latest Enterprise 8/18 identifies Provinces as staying open during construction and perhaps eventually moving into
unit 2 at NW corner of floor 1.
7/18/06 plans/architectural submittal does not reflect this.
John
Wesffall, John
From: Smith, Mike
Sent: Monday, August 21, 2006 11:57 AM
To: Westfall, John
Subject: RE: Provinces 201 5th Av S #24
Without looking in Firepoint I know they have not upgraded the hood suppression to UL300. It just so happens I am
meeting with the owner, Rachael, tomorrow at Provinces at 1430 to discuss this issue.
----- Original Message -----
From: Westfall, John
Sent: Monday, August 21, 2006 11:16 AM
To: Smith, Mike
Subject: Provinces 201 5th Av S #24
Mike:
The most recent inspection on file was in 2001, as was the most recent hood suppression test. Do you have more
current in Fire point? Did they upgrade to UL300?
Thanks,
John
to :onoreiine
"Celebrate
Shoreline" marks
the city's 11 th
birthday. Page 23
Catch a
summer flick
Hollywood
blockbusters are
still here, for now.
Page 28
Dining Out
Cla,ssy, spad . ous
treasure awaits at
EdmondsIShoreline
crossroads. Page 25
Hall of Fame
comes calling
Snohomish
County Vikings
assistant Dave
Broussard and ex -
Vikings' assistant
Eddie McMillan will
be inducted in the
MinorLeague
Football HOF.
Page 17
I'v
Or Find some fun. -
Page
U11 CU10i Vavihon, 'Stevens
Come Friday, Sept. I , of education and Oncology Center
preventive care ser- and Stevens Radia
Stevens Hospital will be doing vices at the Edmonds -based Imaging Center.
some serious butt kicking. hospital. Sidewalks and parking lots
On that day, Stevens will The ban applies to patients, also are off-limits to smokers, as
have been in the works since
the beginning of the year.
The new policy, according to
hospital officials, is out of con -
See BAN, Page 12
Spin
city
The view from one of
four drivers' seats on
the Whirly Bird G-
Force ride at the Taste
of Edmonds reveals
Ashley Moran, 13, of
Burien, and the world
around her spinning
persistently faster as
she and the other
drivers propel
themselves by pushing
and pulling the bars
connected to the center
axle of the ride,
Saturday, Aug. 12, at
Civic Center Playfield.
The Civic Center
grandstands can be
seen in the
background.
Enterprise/CHRIS
GOODENOW
Owner says Old Milltown restaurant will stav o*
By Sue Waldburger Rachel Yuan. WWI pen
Edmonds — among other civic Gregg could not be reached
Ente�prise writer Many tenant�, who held a and corrimercial en rprises — to for + .. U
Walnut prawns lovers of the
Northwest can relax.
Even after renovation of Old
Milltown in Edmonds begins
next month, top -floor -tenant
Provinces Asian Restaurant and
Bar will continue to keep the
lig.hts on and plates of its.most.
popular,dish coming, said owner'.
�VIAUIM;11 aa euier
variety of long-term and month- the way it looked in the early Provinces' business will be inter -
to -month leases with the for-mer 1900s. rupted during remodeling.
owner of the century -old build- Yuan, though, said she has a Yuan, 46, said she was on a
ing at Dayton Street and Fifth three-year lease and intends to plane to her native Taiwan on
Avenue, were told they'd have to stay put — if not in her top -floor July 18, the morning of the meet-
Jeave by Sept 1. 'Me new owner, location with a view of Puget ing at which tenants found out
developer Bob Gregg, is poised Sound, then possibly in the most of them had 45 days to
to begin an approximately six- ground -floor comer formerly vacate Old MilItown. She said
month restoration,of the home, of -,occupied, by. The Muse.clodiing
the fir-st automobile -dealer-in -i:boutique.
OPEN
Conbnued from page I
she returned to a puzzled staff
and customers clamoring to
redeem their gift certificates and
bid her good-bye.
Yuan, who became full owner
of the restaurant in April, said
she talked with Gregg upon her
return and is satisfied she will be
able to keep her doors open.
'When (her customers)
learned we were staying, they
were so happy," Yuan said.- 'Me
news also was good for her 17
employees, of whom Yuan said,
I don't want to let my workers
go. Where will they all find jobs
with such short notice?"
Yuan, who said Provinces has
been operating in Old Milltown
for 17 years, figures she and her
staff will suffer construction -relat-
ed inconveniences, but they
won't be insurmountable.
"You just have to look at the
bright side," she said.
0
Z
0
0
N
06
Enterprise/CHRIS GOODENOW
Rachel Yuan, owner of Provinces restaurant in downtown
Edmonds, says she will stay ope n during work at Old
Milltown.
-OFF
251om5O%:.
C1 ce
Sun uiner. Dish e' s &..Tableware
Patio Furn'itu'r'e'-'*.Statuar'V *'fountains-...
Lanterns &'CandleHoldets
bs
Selected.Tiees &�;Shr
nens
Placemats'& e.,.
�-Honie Decor-P e
Bath. And'.Pi r.sonal Ca.'-re� Pro'du.cts,*
Kitchefin�i DeObirato'r'. Pillows
F1 oth
.Fli :Zeii& Bags -..'Cl ifig
p PPS:
'41 !At
A11-1 ...
Mf.P. db
4ya
�14
.Com
`ii� 9 t6.8 7--
wip!s
"Hot
*Am
BAN
Continued from page 1
.cem for the health of
use Stevens' facilities,
-to keep the air arou
campus free from s
chemical byproducts ;
obligation of a hea
provider to promote a
community. Knowles E
policy is considered a (
ation of the recent st
banning - smoking in
places.
'qbe vast majority
-patient population
smoke Knowles sa
estimated 20-25 per(
staff does.
Nearby Northwest
tal and Medical Ce:
North Seattle introd
total smoking ban in J
That ban is so all-enc(
ing that employees
even smell of smok
Gayle Ward, vice pres
thnical services at Nor
The policy "encoui
lot of resistance froi
patients and families" I
is "as successful as I e
it to be," Ward said.
Several years ago
dence Everett Medici
eased a smoking b,
included not hiring s
due to an inability
e . nough qualified no
ers to fill key roles in i
radiation technolog
other fields, accorc�
Providence spoke:
.�,Cheri Russum. Smok
is prohibited indoors
.places other than de,
smoking areas at the
hospital.
Tor non-smoker,
work at or visit Stev,
ban wifl be a welcori
tion, Knowles predic
for smokers, "I don
they are looking for
iL" he said.
Signs explaining th
soon will be posted I
out the campus. Secu
sonnel will remind vio
the new rules. Violx
hospital employees
handled in away "cc
with other dis,
processes," Knowles,
visitors, enforcement
involve "heavy -hand(
nique," he promised.'
tainly aren't going
escorting family mem.
hospital property.
DR 1:1 DD GO DFA
OLD MILLTOWN RENOVATION AND MINOR EXPANSION
SUMMARY SCOPE OF WORK
7/14/2006
BIDDING REQUIREMENTS
The Contractor shall prepare the a proposed construction budget for the following work to be inclusive of
all outlined work and all associated work that is reasonably inferable from the outlined work in order to
produce a complete and finished project.
As part of thier proposal the contractor will confirm that they have included products that are consistent
with those specified. Where the contractor would like to propose a substitution as part of the bid
submittal, they may identify the proposed substitution, the reason for their request and any cost savings or
increases to the base bid that may be associated with the proposed substitution.
DIVISION 01 Section GENERAL REQUIREMENTS
1100-00 SUMMARY OF THE WORK / GENERAL
• This scope of work will be contracted under AIA A-101 Standard form of agreement between
Owner and Contractor with General conditions A-201 1997 as modified
• The Contractor shall provide a standard I year warranty on all of the work outlined in this
scope of work unless otherwise negotiated with the Owner.
• Installation of all new materials shall be in strict accordance with all manufacturers'
requirements and best practices as well as all current industry standards.
1100-01 DEMOLITION
The specific demolition is as noted on the demolition drawings.
Generally, but for the far SE segment of the building (noted on the demolition drawings) the
intent of this contract is to remove the floor and roof structures completely and all associated
existing tenant construction and replace with new structure as indicated on the structural
drawings retaining the exterior cast in place concrete walls,
0 The Contractor shall propose their means and methods and for this work that
addresses minimally the following issues:
Bracing and maintaining the existing exterior walls in their current
locations as the demolition and new construction proceeds either
through temporary bracing methods of phasing of new work to stabilize
existing walls during subsequent phases of construction.
Recycling of demolished materials from the demolition with special
emphasis on the heavy timber members. Suggested vendor for this
material is
• Duluth Timber /
• Attention Brandin Sears
• 5715A Gilkey Avenue
Bow -Edison, WA 98232
360-766-6253 Phone
360-7664413 Fax
• Brandin0aduluthtimber.com
1100-02 HAZARDOUS MATERIALS
0 The Owner shall either conduct a due diligence hazardous materials survey on the property
prior to beginning construction or obtain previously substantiated information documenting
existing conditions.
0 The contractor shall, during demolition, note any suspicious conditions as it relates to the
ARCHITECTS
INC
7310 151h ave. NW Seattle Washington 98117 . ph 206 783 2035 . fax 206 783 2037 . rwallen@bridgepm.net
presence of potentially hazardous materials on the job site and request testing and abatement as
indicated.
1100-03 NEW STRUCTURE
0 New structure shall be as indicated on the structural drawings.
1100-04 NEW EXTERIOR WALL CONSTRUCTION
Shall consist of the following generally:
0 Existing Cast in place concrete, cleaned of all signage and existing mounting
brackets and all other materials to a clean condition. Contractor shall propose their
cleaning / removal methods. Existing cleaned concreted shall be sacked to fill rock
pockets generally at isolated areas and shall retain existing form -board patterning.
Prep and paint or coat in color to match sample.
0 New cast in place concrete in fill in isolated areas as indicated to complete and / or
restore existing conditions. Form board liners shall be selected so as to reflect
existing cast in place conditions of the existing concrete.
0 Tile over Existing Concrete or new framing
At areas indicated new tile shall be placed over the existing cast in place
concrete using a thickset method of application over mesh that is
mechanically attached to existing cast in place substrate.
0 Stucco over framing: New stucco shall consist generally of the following:
5/8" plywood sheathing
2 layers weather resistive barrier
Drainage mat (alternate)
Self furring Diamond mesh metal lalh anchored in accordance with
manufacturer's requirements
3 coat stucco application in accordance with the NW wall and ceiling
bureau standards
Acrylic finish coat to match sample
Full expansion control and drainage through wall flashings as indicated.
1100-05 PRECAST OR STONE ITEMS
• Parapet caps, and window sills. column plinihs and tile areas as noted
0 Base Bid
These items shall be pre -cast concrete in the shapes, sizes and quantities
as indicated on the drawings and as required to make a complete
installation. Contractor shall anticipate 4 samplings prior to reaching an
approved texture and color for production.
0 Aftemate
Provide alternate pricing for solid caps, sills, plinths and tiles Material
to match the honed Rainbow Sandstone sample #3268. We request the
Contractors assistance in sourcing the product and a vendor that has the
ability to create custom shapes as generally indicated on the drawings.
• Tile Veneer
• Base Bid:
Exterior grade tile to be selected by the Architect.
• Alternate
Sandstone tile Beige #5 149 from Stone Locater.com installed in a
thickset method with wire mesh mechanically attached to the existing
cast in place concrete walls. Steel lintel support as required at base of
assembly.
1100-06 CASTINGS / MISC METALS
• The following items will be cast bronze
• Historic Plaques
Series of historic plaques will be placed at column locations indicated
along 5'h avenue. The artwork and text will be provided by the
Architect. This items will be mounted to the concrete columns beyond
and dry -pack grouted to fill at the back.
• Column Wrap
The new steel structural column at the entry comer of 5" and Dayton
shall be clad with a cast Bronze column cladding.
• Suggested vendor for this work is The Port Townsend custom foundry.
Pete and Cathy Langley.
I I Crutcher Road.
Port Townsend WA. 98368
Phone (360) 385-6425
• The following items will be steel shapes and components as indicated on the drawings and
Page 2 of 7
selected by the Architect.
0 Cornice Channel
0 Anchor Brackets
0 Rosettes anchors
1100-07 WINDOWS
WINDOWS
• Base Bid
o Aluminum storefront and low rise window system shall be tri-Fab 450
• Alternate: by Kawneer or approved equal.
Hope Steel "Empire Bronze Series" windows in the size and
configurations shown. Finish shall be Vintage Finish as available from
the Manufacturer
STOREFRONT DISPLAY W INIDOWS
• Base Bid
Aluminum storefront and low rise window system shall be fri-Fab 450
• Alternate: by Kawneer or approved equal.
Custom wood framed windows in the size and configurations indicated.
The five storefronts along 5" ave associated with the planters shall be
developed as custom sliding window panels with an offset stacking
configuration to be developed. These items will run from the transom
location indicated.
1100-08 DOORS
0 Store front entry doors
• Base Bid
Aluminum storefront system shall be 350 heavy wall by Kawneer or
approved equal.
• Alternate
Custom wood doors in species and finish to match architect's sample
with custom door pull hardware
0 Office entrance doors
• Base Bid
Aluminum storefront entry system shall be 350 heavy wall by Kawneer
or approved equal.
• Alternate:
o Hope Steel "Empire Bronze Series" swinging doors in the size and
configurations shown. Finish shall be Vintage Finish as available from
the Manufacturer
0 Exit corridor doors and exterior exit doors
0 Painted hollow metal doors in the rating required for the wall in which they are
placed.
AWNINGS
0 Primary Storefront entrance awnings on 5" ave
• shall be steel framed tied back to the new primary steel framing for the structure as
indicated on the drawings. This structure will be framed over with metal stud
framing and sheathed to the forms indicated on the drawings with two layers of Y2:
cdx plywood sheathing.
• Roofing underlayme . nt shall.be placed in accordance with the roofing
manufacturer's requirements
• Finished roofing shall be a Batten seam application of Quartz -Zinc roofing metal
material available from VM Zinc.
West Coast Office:
208 SW Ist Ave., Suite 340, Portland OR 97204
phone : h 503-827-0600- fax: 503-827-0770
0 Store window awnings at 5 and Dayton.
• Shall be constnicted with a galvanized steel pipe frame, using 2" heavy wall
steel pipe materials bracketed to the existing concrete columns as indicated.
• Awning materials shall be 1-9/16'"'Kalwall ftwislucent panels with crystal
facing both sides and a 50% light transmittance.
M
Page 3 of 7
1100-09 INTERIOR FINISHING
Interior spaces shall be finished to the following standards for the referenced areas:
0 Core support areas
a Core circulation areas
• Scaled concrete slab floors at ground level exit with Rubber
Base
• Carpeted in exit corridors at level 2 with Wood Base
0 Tenant Toilet facilities
0 Tile floors and wainscot and painted walls and ceilings
0 Suspended metal toilet partitions
0 Loading dock
0 Scaled concrete floors
0 Sealed and stained plywood wainscot with solid wood rub
rail
0 Painted GWB; above and at ceiling
Lobbies and entrances
0 Walk off mats at entry doors
a Hard surface tile flooring
0 Tenant areas
Shall generally be unfinished with only required fireproofing installed
and primary services roughed in to the space. All distribution of
services within the interior construction and finishes shall be by tenant.
0 Services to be provided to the building are planned to be
Heating
Venitilation
Air conditioning
Water
Gas
Electricity
Communications cabling/ phone and intemet
1100-10 DECK
Deck shown at level 2 shall be fitted with American Hydratech Ultimate Solution
waterproofing and pedestal raised concrete paver system or approved equal.
1100-11 PLANTERS
5 1h ave Planters:
0 Base Bid:
No Planter selected at this time. Will research a stock item for this
application at the base bid item.
0 Alternate:
Custom built planters with bent strap frames at 4'-0" oc, Staved 2x
cedar board liners, stained, and lined with a galvanized steel or
.rubberized liner. Provide plumbed irrigation and drainage to these
items.
Parking Lot Planters:
0 Base Bid:
No Item
0 Alternate:
Provide either pre -cast concrete planters or Planter with a sandstone tile
facing per the Tenants design. These items should be plumbed for
irrigation and drainage.
1100-12 FLASHING AND PENETRATIONS AT EXTERIOR WALL
Flashings at the exterior wall shall generally be fabricated of coated steel materials in colors to
match the surrounding material and color selections. Custom shapes shall be folded, riveted or
punched and sealant set at the overlaps.
1100-13 SEALANT JOINTS
Sealant joints will be developed as engineered joints with closed cell backer rod installed
continuously at the depth specified by the sealant manufacturer and using Dow Coming 795 or
equal product that is compatible with the materials on each side of the joint.
ISO.
N9;0�
Page 4 of 7
1100-14 ROOFING:
• Install new BUR low slope roofing at the new roof areas. Provide sloped rigid insulation
boards at 1/4" to the foot minimum slope, protection layer and APP modified Base and mineral
cap sheets as available from Malarkey Roofing Products.
• Provide Zum roof drains or approved equal for primary and overflow locations as indicated.
1100-15 BIDDER AND/OR TENANT DESIGNED SYSTEMS
All HVAC, Plumbing, Electrical, Communications, Lighting and associated systems shall be bidder
designed and handled as a separate permit for this work. General system performance and configuration
outlines will be developed by Abbosein Engineering for use by the Bidder Design Sub -contractors.
o Lighting shall comply with the Watts per sf allowed under the 2004 Washington State Energy
code generally as follows and as modified in compliance with table 15. 1:
0 Retail : 1.5 watts per sf
0 Restaurant : I waft per sf and
0 Commercial Office : I watt per sf
1100-16 ENVELOPE INSULATION AND THERMAL PREFORMANCE PARAMETERS
• Prescriptive Method for compliance with the 2004 Washington state energy code
• HVAC, Electrical service and Lighting shall be bidder designed and under separate permits
along the following general parameters
0 Non-resistance heating for all areas of the project where beat is required. Insulation
values of primary components are as follows
Roof R-21
Walls: R-19
Floor/ Slab on Grade: R-10
Windows and doors: U=.40
1100-17 ELEVATOR
Elevator shall be a telescoping holcless hydraulic model LVM by Otis or approved equal confirming to
the following requirements:
0 Two active stops with a third future stop at the roof level and a total rise of 15 and 26 vertical
feet respectively.
0 2500 pound capacity
0 Front and Rear opening
0 Elevator hoistway, cab controls and machine room shall be bidder designed and required
permits shall be submitted for separately by the contractor and shall minimally confirm with
the following codes and guidelines:
• ANSI Al 17.1, Buildings and Facilities, Providing Accessibility and Usability for
Physically Handicapped People.
• ADAAG, Americans with Disabilities Act Accessibility Guidelines.
• ANSI/NFPA 70, National Electrical Code.
• ANSI/NFPA 80, Fire Doors and Windows.
• ASME/ANSI Al 7. 1, Safety Code for Elevators and Escalators.
• ANSUUL 1013, Fire Tests of Door Assemblies.
• CAN/CSA C22. 1, Canadian Electrical Code.
• CAN/CSA-B44, Safety Code for Elevators and Escalators.
• Model Building Codes.
• All other local applicable codes.
Contact:
Otis Elevator Co
13035 Gateway Dr # 157
Tukwila, WA 98168
(206) 243-8100
1300-00 ADMINISTRATIVE REQUIREMENTS:
• Regular Project meetings shall be held to monitor progress on the project and provide
clarifications to the Contractor. Schedule of meetings to be mutually determined between the
Contractor and the Architect and / or the Construction Manager.
• Contractor at the beginning of the job shall submit a detailed progress schedule as outlined in
section 1325 of these specifications.
• Contractor shall issue a bi-weekly project update in writing and by E mail to the Architect and
/ or Construction Manager and to the designated HOA representative. This information will
also be dispersed to affected HOA members as agreed by the project team.
• Contractor shall coordinate either through the designated HOA representative or directly with
*_<a�
44po'
Page 5 of 7
affected HOA members as required for access to individual units to implement the required
work. Contractor shall endeavor to provide 48 hour notice prior to the required unit access.
Pay applications shall be submitted on a monthly basis with an updated schedule of values
supporting the attached pay application / request. This information shall be submitted both in
hard copy in a formal acceptable to the owner and electronically in an excel spread sheet to the
owner.
1325-00 CONSTRUCTION PROGRESS SCHEDULE:
The Contractor shall provide a detailed project schedule as required in the General Conditions
of the contract. This schedule shall
0 Correlate directly to all of the major areas of the work with one another as outlined
on the required schedule of values.
0 Shall illustrate in addition to the above the following milestones:
Project mobilization
Submittal and approval of all shop drawings and submittals.
Procurement of equipment and critical materials.
Project Phasing as appropriate
Substantial completion
Final punch list
Final completion and
Close out materials.
0 Shall be based in Microsoft Project or other software approved by the Owner and
shall be provided in both hard copy and as an electronic file.
0 The Contractor shall update the project schedule on a monthly basis and provide a
short interval schedule every two weeks for the duration of this project.
1330-00 SUBMITTAL REQUIREMENTS:
• Make submittals as required by the contract documents as outlined in this section:
• Contractor shall assure that the submitted materials conform to the requirements of this
contract
• Submittal shall be made to the Architect and / or Construction Manger as agreed by the project
team.
• Submittals for this project include but arc not limited to the following items:
0 Shop drawing and / or Material submittals for:
• Windows
• Doors
• Cladding and coaling materials
• Color samples
• Roofing and Waterproofing systems
• Elevator and misc equipment
• Awning structure and finish
• Bronze castings
1340-00 INSURANCE REQUIREMENTS:
a Insurance shall be as negotiated between the Owner and Contractor.
1400-00 QUALITY REQUIREMENTS
All the work of this contract shall be executed in a competent and workmanlike manner
consistent with the highest industry standards, recommended practices, and all applicable
codes.
1425-00 REFERENCE STANDARDS
0 The work of this contract shall comply with all applicable codes and standards including but
not limited to the following:
0 2003 IBC
0 NRCA edition 5
0 SMCMA Architectural Sheet Metal Manual/ 5" edition / 1993
0 Our Sealant Manual: Basic instructions on the essentials of sealant installation
available from United Professionals Inc. 206 248 0077
0 All applicable Federal Specifications and ASTM standards
1500-00 TEMPORARY FACILITIES, CONTROLS AND UTILITIES:
0 Contractor shall provide a site utilization plan illustrating the location of the following items:
0 Site office and materials storage yard. The exact location of these items will be
coordinated with the Owner and the City of Edmonds as appropriate.
The Site Office should have power, phone, intemd connection, and
seating and table capacity for drawing review and team meetings.
Page 6 of 7
0 Dumpster placement location
0 Portable Toilet location
0 Materials delivery and staging location.
0 Parking impacts
0 In addition, the contractor shall anticipate the following:
0 Power for running tools and equipment as required to perform the work by the
Contractor and its sub -contractors shall be drawn from a temporary power
connection to be established by the Contractor.
0 Contractor shall clean the site on a daily basis to assure that parking areas and
drives are free of nails, excessive dust and debris that may cause damage to unit
interiors or unit owner's vehicles.
1550-00 VEHICULAR ACCESS AND PARKING
0. Contractor shall coordinate use of parking areas with the HOA and the current owners.
1565-00 SECURITY AND SITE ACCESS CONTROL MEASURES:
The contractor shall take all reasonable measures to assure that the site is secure from unauthorized
access. This will include but is not limited to the following measures:
0 Personnel and Subcontractor identification badges
0 Maintaining keys for property and unit access in a controlled lock box in a secure location in
the project office.
0 Vertical access security appropriate to the type of access that will be utilized (i.e. scaffolding,
pumpjacks etc) to access, the higher parts of the building.
0 Patrol job site at (he close of each work day and assure that any and all doors, gates, unit
entrances have been left in a locked and secure position.
Hours of work!
0 Contractor's work day shall begin at 8 am and conclude by 5 pm on weekdays. Extended
weekday hours or Weekend work will be considered at the Contractors request.
1575-00 TEMPORARY EROSION AND SEDIMENTATION CONTROL
0 The Contractor shall take all necessary erosion and sedimentation control measures related to
work of this contract to assure that soil and construction materials are contained and not
allowed to enter the City's storm water system.
1780-00 CLOSE-OUT SUBMITTALS:
The contractor shall provide full close out materials for the project including but not limited to the
following:
• All product warranty information
• All product information for specific products installed as part of the work of this contract.
This should include but not be limited to the following:
0 Exterior colors and materials
0 Sealant schedule including colors and materials
0 Color information for matching the existing paints in areas of interior repairs.
Page 7 of 7
RI
i 71�
4�,
4 1
tLrm i'm
5/31/2006
. . . . . . .....
R
'O�T44;3 15 Fb
Z113MI -
W;W-F6e F.
CDR-,U CY-X-- 0
--4-t�a 1�1:*4410&)
N t-t
G :�> 115
CHENOVVETH & ASSOC., INC-, FS-
professional Land Surveyors
18130 Midde Ave. A Suite A
Shoreline. WA 96133
Ph. 2(&542-2108
/I.C>f- vi
1.0 C.
or-
--L:�"'j
(D L:p
R5 L-ir:>
� 4-
e-0
(DK- Z. c- A A I �'
;r4.2vp
z
4-
7-4t
/ci-5 00?1e>
Otis: Leading The Way In HydraLdic Elevators
As an industry leader. Otis Elevator Company offers the most advanced
hydraulic systems to rneet the needs Of Your low-rise project.
Our E-Z Elevator Selection Process also makes it simple to choose your
elevator from our full line of hydraulic systems.
E-Z Elevator Selection Process
IST P'l.
TravdNeIghti'
The elevator. travel distance will help you select the
hydraulic elevator for your project.
Use the chart below to identify the most commonly
selected Otis hydraulic elevators for your specific
travel heights. Colors indicate recommended range
of minimum and maximum travel height.
14CIed
liylknuh,-
60'
1w 1
4
P
20'
MIN
01
Colors indicate recommended range of minimum and maximum travet height
STEP 2-' Elevator Quantity and SIz6
Determining factors include floor population,
building use or type, as well as national and local
codes.
Stretcher access requirements by many states
include a minimum load capacity of 2,500 lbs. and
side-openIng doors.
For additional help in selecting proper size and
number of elevators, refer to Architect's Assistant
on Otis.com or contact your local Otis representative.
STEP 3: . Hoiftay'Require- menit�,
Additional hoistway space is required for heavier
reinforcements to rails in seismic zones 2 or greater.
Specific requirements can be determined by
reviewing individual product pages in this guide.
'STEP 4:., Machine/Control Rooni.Requirements
Hydraulic systems require a separate machine
room at the bottom landing,
Locate machine room adjacent to hoistway at the
bottom landing or remotely.
':STEP 6","Pair.0ts'lign and Flnilshes,"�
Otis provides design and selection flexibility with
car walls, ceiling, lighting, handrails, bumper rails
and fixtures.
General Requirements by Others
Specific requirements for factors such as power,
smoke detectors, entrance -wall construction
and telephones are available in the "General
Requirements By Others" section of the typical
layout. For more information, consult your Otis
representative.
Standardized Installation
Relying on Otis' standardized installation process
helps ensure elevator projects are completed on
schedule and within budget. We also systematical�
visit project shes before installation to coordinate
general contractor efforts with our own. This
collaborative effort saves time and maintains the
highest standards for safety and quality.
Complying with Code
All Ofis hydraulic elevators comply with ASMEIANSI-
A17.1 and CAN/CSA-844; Canada Barrier -free and ADA
guidelines; and IGUANSI-A117.11. Although local codes
may vary, Otis representatives can help ensure that
specific requirements are met.
I
PLAN
H"hq R�
oft by 0153
Pkmw
Mad*m
RWn
Travel Height
Maximum 20 ft
Maximum stops 3
Speed (ft/min) 100, 125
Key Attributes
+ No need for well hole drilling and its
associated costs
Above -ground solution substantially reduces
risk of soil and ground waier contamination
+ Applicable for:
- Hazard -sensitive sites
- Waterfront sites
- Existing buildings
+ Available in both passenger and service
elevator configurations and capacities
Solid-state starter improves.performince
through precise control of electric current
+ REM' remote elevator monitoring standard
Optional:
- Front and rear entrances
- Ceiling height of 9 -7
- 8'-O'clear opening
- Glassback
Dimensions
P'issenqer elevatois
servu? elc�vaf.ols
Fri
1!,q
Car'
interior With
5,-8- 5*-8'
6'-8'
6'-8- 6'-B'
5%8.
5,11,
@Interior depth
4'-3- 4'-3'
4'-3'
4'-9' 5*-5'
711'
8--6,
interior height
&-010ptional
9"-7')
Car door width
3'-0' 3%0'
3'-6' .
X-6- 3'-6'
4'-0'
4'-6'
7 "-4*,' 7
Wdlh ids�eismlc_zone
4) C16i 6iI6fi6&l 6 fid� b6mi* 412:4 `A--�!�,.7. 12
6�171r_Z� �it d*h�.*: ;�' �. .4, !,: I W.,.-
Machine Room
I SEC170N 1U110
Ciq)acky codo requirements: US/Canixta.
-lnt(,rK)r dirmisinns may vmy dqiending on inferk-Y flnKh(��,
!In -sm.mic zones 2 o(grentm
117, Cars KI rear dr -. aM 91h to depth for AW to
wdh front a jors
ackk- Cq ac k,
3500 11). clpi _,; add 1211,'V 45W arKI S(XX) b. p .0
-7'
-A- -7* - 8* 4
4
8'-6*.,� -7- U18!-
0-1!*
9' 8- i�
6.� ami
on
'Overhead ru*3d is for 100 (pni. Requiernonts will VfWy With 4VW.
Pit drpth rhmxjr?% twised nn -.j*"I Fer IlX) (1kni. pit "It
inamc^ I in dprith frf Prh I maor". fn me ow IT. 7 tip to
20 .0' , ConAA (Mxont or your local Otj,. reprosentative.
For 125 film, IA dqAh inao,��-s Viii dilith lot ei*.Ii V duewie
in rt%- ova 12 -8 up to 20'.0'.
I '�
FIRE PREVENTION
Serving Brier, Ednibnds, and
12425 Meridian Ave S
INSPECTION REPORT
SrJOHO CIO
FIR
Mountlake Terrace
Everett, WA 98208
0 EDMONDS
0 BRIER
Phone (425) 551-1200
0 MOUNTLAKE TERRACE
DISTwww.FireDistrict].org
0 UNINCORPORATED
Fax (425) 551-1272
201 5 th Avenue S Bldg 98020
e- F;f QUUEaNFY
nn
SHIFT
STA�Ir
LOCATION:
Old Milltown Complex
4257761294
SCHEDULED Ju
BUSINESS NAME:
PHONE:
DATE DUE �
MAILING
201 5th Avenue S, Edmonds, WA 98020
585 203
UFIR
ADDRESS:
BUSINESS OWNER:
HOME PHONE:
McDermott, Vicky
4252892234
EMERGENCY-1:
HOME PHONE:
17
U
�RRENT
KEY ACCESS-2:
HOME PHONE:
1 YES NO
r�B
EMAIL:
USI NESS
11 11
LICENSE
PERSON CONTACTED: V&Qf"!:J Wdj-
INITIAL INSPECTION DATE
NAME OF INSPECTOR:
C _L_ t . I 1
1-7
_T_ -r-
Date Last Serviced �- ell 1-7\
HAZARDS FOUND AND L ATIONS/ COMMUNICATIONS
etc. (�JU i%., �� L-PA-&J Kxz,.v Jw5 �r,-KnS Y0-54-n�-="S 4.4 1
to w 9LS
3 3
7
4
5
6
7
I I AGREE TO CORRECT THE ABOVE VIOLATION(S) IN THE NEXT 30 DAYS X I
In our continuing effort to promote fire safety and prevention within the community, your fire department conducts
regularly scheduled "Fire Safety Survey Inspections" of all businesses and multi -family occupancies in the Cities
covered by Snohomish County Fire District 1.
You are to be congratulated on the relative good condition of your occupancy in regards to fire safety. Above you
will find the item(s) that were noted during our inspection which require attention to bring them into comp'ance
with the minimum standards adopted by the above jurisdictions.
Any overlooked hazards or violations of the fire regulations does not imply approval of such conditions Jr v ion.
r
If you require additional information or to schedule a re -inspection for Edmonds, call (425) 77 720; r
Mountlake Terrace or Brier, call (425) 744-6231.
i
.S.WOHOMISH CO.
FIRE
Serving Brier, Ednionds, and
Mountlake Terrace
JOAL-311, A JMJL%j A www.FireDistricti.oriz
LOCATION: 203 5 th Avenue S Bldg 98020
BUSINESS NAME: Milltown Bldg
MAILING
ADDRESS:
BUSINESS OWNER:
EMERGENCY-1:
KEY ACCESS-2:
EMAIL:
PERSON CONTACTED:
NAME OF INSPECTOR:
Date Last Serviced:
HAZARDS FOUND AND LOCATIONS / COMMUNICATIONS
1
2
3
4
5
6
7
12425 Meridian Ave S
Everett, WA 98208
Phone (425) 551-1200
Fax (425) 551-1272
PHONE:
HOME PHONE:
HOME PHONE: 17
HOME PHONE:
I AGREE TO CORRECT THE ABOVE VIOLATION(S) IN THE NEXT 30 DAYS X
FIRE PREVENTION
INSPECTION REPORT
0 EDMONDS
0 BRIER
0 MOUNTLAKE TERRACE
0 UNINCORPORATED
%QUEaFY
nnU STA�I?Nd SHIFT
SCHEDULED Jul
DATE DUE
zI
.509 203
UFIR 0
CURRENT
CITY YES NO
BUSINESS F_�
LICENSE I 1 1:1
INITIAL INSPECTION DATE
0
3
5
. � I . 6
In our continuing effort to promote fire safety and prevention within the community, your fire department conducts
regularly scheduled "Fire Safety Survey Inspections" of all businesses and multi -family occupancies in the Cities
covered by Snohomish County Fire District 1.
You are to be congratulated on the relative good condition of your occupancy in regards to fire safety. Above you
will find the item(s) that were noted during our inspection which require attention to bring them into com iance
with the minimum standards adopted by the above jurisdictions.
Any overlooked hazards or violations of the fire regulations does not implyapproval of such conditions or vio tion.
If you require additional information or to schedule a re -inspection for Edmonds, call (425) 7755�-7720; or
Mountlake Terrace or Brier, call (425) 744-6231.
SNOHOMISH CO.
Serving Brier, Edmonds, and 12425 Meridian Ave S
Mountlake Terrace Everett, WA 98208
Phone (425) 551-1200
www.FireDistrictl.org Fax (425) 551-1272
LOCATION:
201 5 th Avenue S Bldg 98020
BUSINESS NAME: PHONE:
Old Milltown Complex P�e 4257761294
MAILING too
C(
ADDRESS:
201 5th Avenue S, Edmonds, WA 98020
FIRE PREVENTION
INSPECTION REPORT
EDMONDS
BRIER
MOUNTLAKE TERRACE
[3 UNINCORPORATED
BUSINESS OWNER:
HOME PHONE:
Vic IS7
L416 'E"'L"4
e
.EMERGENCY-1:
HOME PHONE:
CURRENT
KEY ACCESS-2:
HOME PHONE: 0
CITY
YES NO
EMAIL: \J XCAL, tfl� OS t*J 0
P Co,
BUSINESS
LICENSE
PERSON CONTACTED:
INITIAL INSPECTION DATE
NAME OF INSPECTOR-,'00�
A 1A l,:Z 7 1. ,p A_
FIRE SYSTEMS:( AS
Lk Box", � h e�,
4 TJe FID q1)).
D at R AD M tCG 8 M4 6 8 S C M �WC AT 10 S
1 T /01-4
1
2 &L' W -A WPAA7ZW
2
3
4
3
4
-------
5
5
6
6
7
I AGREE TO CORRECT THE ABOVE VIOLATION(S) IN THE NEXT 30 DAY.S X
In our continuing effort to promote fire safety and prevention within the community, your fire department conducts
regularly scheduled "Fire Safety Survey Inspections" of all.businesses and multi -family occupancies in the Cities
covered by Snohomish County Fire District 1.
You are to be congratulated on the relative good condition of your occupancy in regards to fire safety. Above you
will find the item(s) that were noted during. our inspection which require attention to bring them into compliance
with the minimum standards adopted by the above jurisdictions.
Any overlooked hazards or violations. of the fire regulations does not imply approval of such conditions or violation.
If you require additional information or to schedule a re -inspection for Edmonds, call (425) 775-7720; for
Mountlake Terrace or Brier, call (425) 744-6231.
04/21/2017 11:57
4002203
Customer Activity Report
All Activity
Old Mill Town Retail Center
Customer ID: 4002203
04/21/2017 00:00:00 Thru 04/21/2017 23:59:59
[Customer's Local Time Zone]
Old Mill Town Retail Center
(425) 454-6611
201 5th Ave S
Edmonds WA 98020
ID: SHUFF
Date Day Time
Log Description
04/21/2017 Fri 05:24:43
Periodic Test (System: I Area: 1)
10:15:30
Temp On Test - Entered ID: 11736 - 10:15 to 12:30, 21 Apr - Whole Customer Reason:'ERIC W/
ARCHER TESTING 503-409-3397'
10:15:30
Temp On Test - Started ID: 11736 - 10:15 to 12:30, 21 Apr - Whole Customer Reason:'ERIC W/
ARCHER TESTING 503-409-3397'
11:00:41
Fire[Waterflow'BREWERY HOOD'
11:06:24
Fire/Waterflow Rest'BREWERY HOOD'
11:07:06
Fire/Waterflow'BREWERY HOOD'
11:08:07
Fire/Watcrflow Rest'BREWERY HOOD'
Customer Activity Report
Page 1/1
2030 Airport Way S, Seattle WA 98144 Certification Given:
PH: 206-328-3288 FAX: 206-322-7214 White Yello Red
WMI-IINGtOiNALARM www. wash intonalarm. com 7 _F1 F]
WASHIA12820
Fire Alarm Confidence Test Report
Central Station Transmitter Test Report
SAT Test Report
Jurisdiction: Edmonds
Name of Facility- Old Mill Town Retail Center
Central Station Acct #: 4002203
Address: 201 5th Ave S Edmonds, WA 98020
UL Cert #:
Type of Test:F__1
T_
—7
7
T
Monthly
Bi-Monthly
F
Qu rly
Semi Ann
Annuall
Acceptance
F
Voltage:
attery25.5 Volts
Ch e Circuit27.3 vol,
Battery Voltage under Full Load24.9 Volts
Item
Yes
No
N/A
Item
Yes
No
N/A
Item
Yes
No
N/A
Loss of AC Results in
Circuits Checked for
F]
Key to Panel Available
FIE3
Trouble Signal
Electrical Supervision
v/
System Operates on AC
7
F
Control Panel Tested per
F71
F-1
F-1
Operating Instructions at
[I
El I
Power
NFPA & Mgfs Specs
Panel
System Operates on
Fv_/1
F]
F-1
Auxiliary Equip Operates
—1
1-17
Test Record Posted at Panel
7
Standby Power
I (Elev/Fans/etc)
1
—Signals Operate on AC.
F_
_F_
"Alarm Silence".Results in
I-
Z
F TT�--
Signals Received at
—Monitoring
W11-F-1
—0
F-1
Power
Trouble Signal
Station
Signals Operate on Standby
I Fy/1
I
I
I
El
Ground Fault Exists on
I
Lt
W1
I F71
# Smokes Cleaned
N/A
Power
System
Fire Alarm Control Panel Mfg: Model.
I
5820XL -
# of Initiating Circuits: #
112
of Signaling Circuits:
Silent Knight
SLC
Central Station Transmitter Mfg: (if Model:
I
# of Initiating Circuits: #
I
of Signaling Circuits:
different)
TYPE OF EQUIPMENT
# of Units
S tisfactory
TYPE OF EQUIPMENT
# of Units
S tisfactory
In Bldg
Tested
Yes
No
N/A
In Bldg
Tested
Yes I
No
NTA
Bells
__1
I F-1
—1
F
Sprinkler Waterflow
2
2
[01F
]
Switches
Homs
—1
I F
L
Sprinkler Supervisory
4
4
-1
k/
F-1
I
Switches
Strobes
7
7
I
Ventilation Controls
F-1 I
F]
L I
Y/ _1H
Operate
Horn / Strobes
44
44
1 []
—]
F
Annunciators
FACP&I"
2
2
1
F1
F I
Trouble Indicators
2
2
177
1 F-1
1
[71
Elevator Recall
7
Fl.
Heat Detectors
I
Fire & Smoke Dampers
I
F-1
Smoke Detectors
2
2
PhoneJacks
Smoke Beams
F�
Auto Door Release
Manual Pull Stations
6
6
Other
_j
This is to certify that this Fire Alarm System / Central Station Transmitter has been properly tested and inspected for reliability to cover the items listed in this report, is
conqistent with Fire Alarm Maintenance Standards / Manufacturers Reouirements- and all corrections have / have not been made.
Testing Agent - Printed: Robert Huynh
Testing Agent- Signature:
SFD Exam Cert #:
Date: 7/6/16
Problems Found:
Corrections Made:
Date Made:
Additional Notes: Panel Location:
Panel on voip from comcast 2nd floor electrical closet
FIRE PREVENTION
INSPECTION REPORT
-vinMBiiiei: Edmonds, and 12425 MeridianAve S
Set
'SNOHdMISH CO. ountla t3IDMONDS
kel'Terrace Everett, WA 98208., ENRIER
FIRE 'El MOUNTLAKE TERRACE
Phone (425) 551-1200
0 qNINCORPORATED
DIS T www.FireDistrictl.org Fax (425) 55,1-12-72
FREQUENCY STATION & SHIFT-"
LOCATION:
20115th kmiue Annual I
14 4 SCHEDULED
BUSINESS*NAME: Old Milftawri Ci3mplcx PHONE: Qt77fAM' DATE DUE �JLII�-2
MAILING' UFIR ll� 2DS
ADDRESS: 201 Wi Awriuc S. Edmori&, VVA S3020
BUSINESS OWNER: HOME PHONE:
EMERGENCY-1: HOME PHONE: CURRENT NO
KEY ACCESS-2: HOME-PH(:�NE: CITY YE
EMAIL: fy\ BUSINESS
LICENSE
INITIAL INSPECTION DATE
PERSON CONTACTED:
NAME OF I
I fsP9,01: 4,'4- Uri
sy'S.- I E MS,: FA 51109 t� 3_1_JQ��-FD Lklaqw. lae. lf.),4
HAZARDS FOUND AND LOCATIONS / COMMUNICATIONS 'F,d-e'
tj i),
�,N
2
2
3
69,
3
4
4
1
5
1
5
-7/
6
6
7
7
I AGREE TO CORRECT THE ABOVE VIOLATION(S) IN THE NEXT 30 DAYS X
lst RE -INS AC!TION
2nd RE -INSPECTION
EXTENSION
FINAL RE -INSPECTION
VIOLATIONS
DATE DUE . ...
DATE DUE.
GRANTED TO*
DATE DUE:
CITED:
PERSON
CONTACTED:
PERSON
CONTACTED:
PERSON
CONTACTED:
I
INSPECTOR:
INSPECTOR:
INSPECTOR:
2
Aj— 1(49
3
DATE:
E:
DATE:
V10 IOwSw()#Q-
VIOLATIONS
PRE -CITATION
CITATION ISSUED
4
1
5
LETTER SENT
NUMBER:
9-6
CODE
5
2A4,A
2
6
DATE:
SECTION:
t�,a.
r
RETURN RECEIPT
6
3 JO'j
7
3
-7
RECEIVED
DISPOSITION:
7
14
8
4
18
DATE:
LETTER NEEDED C] YES NO
LETTER NEEDED F] YES NO
8
FIRE DEPARTMENT COPY
V&
WASHINGTONALARM
2030 Airport Way S, Seattle WA 98144
PH: 206-328-3288 FAX: 206-322-7214
w�,vw.washingtonalarm.com
WASMA12820
Certification Given:
White[7Y,Ilow[7]RedF-1
Fire Alarm Confidence Test Report
Central Station Transmitter Test Report
SWF Test Report
Jurisdiction: Edmonds
Name of Facility: Old Mill Town Retail Center
Central Station Acct #: 4002203
Address: 201 5th Ave S Edmonds, WA 98020
UL Cert #:
Type of Test:
Monthly
r__1
Bi-Monthl
Quarterly
1
Semi Annual
Annually
Acceptance
—1
Voltage:
Battcry25.4 Volts
Charge Circuit 27.2 Volts
Battery Voltage under Full Load25.2 Volts
Item
es
0
em
es
0
em
es
0
Loss of AC Results in
Trouble Signal
I
Circuits Checked for
I Electrical Supervision
Key to Panel Available
V
I
F11
—Z
System Operates on AC
Power
_/
z
1
Control Panel Tested per
NFPA & Mgfs Specs
F-1
Operating Instructions at
Panel
F
System Operates on
Standby Power -
17
1
F1
F
Auxiliary Equip Operates
(Elev/Fans/etc)
-1
F
F-1
7
Test Record Posted at Panel
f]
Signals Operate on AC
rower
Y —1
F,/
-1
P7,
T —1
Alarm Silence" Results in
Trouble -Signal—
F1
- 7
Signals Received at
7Mon4orin0qi n—
Signals Operate on Standby
Power
I F*(1
I
F-1.
—1
F
Ground Fault Exists on
System
F-1.
# Smokes Cleaned
N/A
Fire Alarm Control Panel Mfg: Model.
Silent Knight I
5820XL
# of Initiating Circuits: #
SLC 4
of Signaling ircuits:
Central Station Transmitter Mfg: (if Model:
different)
# of Initiating Circuits: #
of Signaling Circuits:
TYPE OF EQUIPMENT
N of Units
S tisfactory
TYPE OF EQUIPMENT
# of Units
Satisfacto
In Bldg
Tested
Ycs
No
N/A I
In Bldg
Tested
es
No
N/A
Belts
F]
FT!
Sprinkler Water -flow
Switches'
2
2
florns,__
F-1
Ll
Sprinkler Supervisory
Switches-
Iv/11
F-1 I-H
Strobes
7
7
[_]
[ ]
Ventilation Controls
Operate
F1
F -11
L1
Horn / Strobes
44
44
Lv(
F -11
-1
F
Annunciators
FACP&O
2
2
Trouble Indicators
2 1
2
W
I F-11
F
Elevator Recall
F-1
1-1
Heat Detectors
—I
F
I
L
Fire & Smoke Dampers
F
Smoke Detectors
2
2
7,/(1
F
Phone Jacks
F
F1
I
Smoke Beams
F
Auto Doo Release
L
Manual Pull Stations
6
6
_./I.
I
I
L11
Other
El
Ll
L_
This is to certify that this Fire Alarm System / Central Station Transmitter has been properly tested and inspected for reliability to cover the items listed in this report, is
consistent with Fire Alarm Maintenance Standards / Manufacturers Reouirements, and all corrections have / have not been made.
Testing Agent - ?rm te': Christian Cahua
Testing Agent - Signature:
SFD Exam Cert #:
Date: 7/15/2015
Problems Found:
Corrections Made:
Date Made:
Additional Notes: Panel Location:
AC fail does not transmit within test window, but it is displayed at the 2nd floor electrical close
Keypad.
IF - - - - - - - -
FOURRMU [FLOOR IPUM
201 5th Avenue S I Edmonds, WA
SNOHOMISH Co. Serving Brier, Edmonds
Mountlake Terraceand
FIRE the Town of Woodway
STR " I
www.FireDistrictl.org
LOCATION: 201 51:�Avenue
BUSINESS NAME: Old Milftown Complex
MAILING
ADDRESS:
BUSINE§S OWNER:
EMERGENCY-1: Corley, Steve Prop Mgr
KEY ACCESS-2:
PERSON CONTACTED: =4---
NAME OF INSPECTOR: -7D
FIRE FA 5/09 AS 51U9 I'D Lkf3X
SYSTEMS:
611,
12425 Meridian Ave S
Everett, WA 98208
Phone (425) 551-1200
Fax (425),,551-12 72 - �.,
. PHONE: 4257761294
HOME PHONE:
HOMEPHbNE: 4254550500
HOME PHONE:
FIRE PREVENTION
INSPECTION REPORT
0 EDMONDS
0 BRIER
0 WOODWAY
0 MOUNTLAKE TERRACE
0 UNINCORPORATED
FREQUENi�� STATION & SHIF7_'*1
365 1 17 D
SCHEDULED 07/01/12
DATE DUE 1'
UFIR 1, 585 7203
I., j
PREFIRE
CURRENT
CITY YES NO
BUSINESS
LICENSE 1:1 1:1
INITIAL INSPECTION DATE
ANNUt4
HAZARDS FOUND AND LOCATIONS COMMUNICATIONS
/-5� Z_ Z_
2
2
3
3
C-6"
4
_d
4
5
5'
6
6
7
7
I AGREE TO CORRECT THE kBOVE VIOLATION(S) IN THE NEXT 30 DAYS X
1st RE -INSPECTION
DATE DUE:
2nd RE -INSPECTION
DATE DUE:
1
EXTENSION
GRANTED TO:
FINAL RE -INSPECTION
DATE DUE:
VIOLATIONS
CITED:
PERSON
CONTACTED:
PERSON
CONTACTED:
PERSON
CONTACTED:
1
INSPECTOR:
INSPECTOR:
INSPECTOR:
2
DATE:
DATE:
DATE:
3
VIOLATIONS
5
VIOLATIONS
1 5
PRE -CITATION
LETTER SENT
. CITATION ISSUED
NUMBER:
4
2
6
2
6
DATE:
CODE
SECTION:
5
3
7
3
7
RETURN RECEIPT
RECEIVED
6
14
'8
4
8
DATE:
DISPOSITION:
7
LETTER NEEDED E] YES [I NO
I LETTER NEEDED [] YES NO
8
FIRE DEPARTMENT COPY
Page 1 of 2
2,(-) / 3�� 4-V3'.
Westfall, John
From: Vicky McDermott [vickym@rosenproperties.com]
Sent: Friday, January 11, 2013 12:21 PM
To: Bjorback, Leif; Daryl Reichstein
Cc: villasconstruction@gmail.com; Thies, Mike; Yarberry, Leonard; Mike Smith - Fire District 1; Westfall,
John
Subject: RE: Grease duct at Old Mill town
I have spoken with Patrick at All Star Heating. He will be coming in on Monday with all the requirements you
have asked for.
Vicky McDermott, RPA
Property Manager
Rosen Properties
PO Box 5003
Bellevue, WA 98009
Ofc: (425) 289-2234
Fax: (425) 454-6705
vickym(o-)rosenproperties.com
From: Bjorback, Leif [maiIto:Leif.Bjorback@edmondswa.gov]
Sent: Thursday, January 10, 2013 9:51 AM
To: Vicky McDermott; Daryl Reichstein
Cc: villasconstruction@gmail.com; Thies, Mike; Yarberry, Leonard; Mike Smith - Fire District 1; Westfall, John
Subject: RE: Grease duct at Old Mill town
Vicky,
I did speak with Patrick of All Star Heating several times before Christmas and gave him some direction
on applying for a permit, however he has not yet applied for the permit. In order to avoid further code
enforcement action, which may include monetary fines, or the shutting down of related cooking
equipment, or both, by next Wednesday January 16, 2013, either a) obtain the required mechanical
permit, and perform any related work as soon as possible after that, or b) remove the illegal ductwork
and obtain a City inspection to verify the original configuration has been restored. Please contact me if
you have any questions.
Thank you,
Leif 13jorback
Assistant Building Official
City of Edmonds
(425) 771-0220 x1380
From: Vicky McDermott [ ma i Ito: vickyrn (cb rosen properties. com]
Sent: Wednesday, December 05, 2012 7:43 AM
To: 13jorback, Leif; Daryl Reichstein
Cc: villascon.struction@gMail.com; Thies, Mike; Yarberry, Leonard
Subject: RE: Grease duct at Old Mill town
We are in touch with the contractor who did this work and will have more information to you on the plan of
1/11/2013
Page 2 of 2
action in the next day or so.
Vicky McDermott, RPA
Property Manager
Rosen Properties
PO Box 5003
Bellevue, WA 98009
Ofc: (425) 289-2234
Fax: (425) 454-6705
vickym(cbrosenproperties.com
From: 13jorback, Leif [ ma i Ito: bjQ-r�z)��@Qdmond-Swa.gov]
Sent: Tuesday, December 04, 2012 2:39 PM
To: Daryl Reichstein; Vicky McDermott
Cc: villasconstruction(-acimaii.com; Thies, Mike; Yarberry, Leonard
Subject: Grease duct at Old Mill town
Hi Daryl and Vicky,
The City has become aware of the recent ductwork addition to the grease duct on the roof of OMT.
(See attached photo.) This alteration to the existing grease removal system appears to have been
done without a required City building permit and also appears to not meet current code standards. I
have spoken to representatives of Las Brisas about it, but it sounds like the work was initiated from
your end. I ask that either you have the duct extension removed, or apply for a building permit as soon
as possible if you wish to retain the work, and believe code compliance can be achieved. Please let us
know what your intentions are in response to this request.
Thank you,
Leif 13jorback
Assistant Building Official
City of Edmonds
(425) 771-0220 x1 380
1/11/2013
Message Page I -,f 3 ,
Westfall, John
From: Thomquist, Linda
Sent: Wednesday, October 10, 2012 3:46 PM
To: Harrison, Marie; Westfall, John
Subject: RE: Edmonds Hardware
The Hardware Store is now Suite #206 / The Hotel Group is Suite #200 C)'D t4.
There are 2 offices in the rear: Suite #202 and Suite #204 ( No tenants
tf- LID -2_ t-17�- A,-j
Linda Thornquist
Permit Specialist
City of Edmonds 425-1-71-022o ext. 1336
From: Harrison, Marie
Sent: Wednesday, October 10, 2012 7:19 AM
To: Westfall, John
Cc: Thornquist, Linda
Subject: RE: Edmonds Hardware
John: That is the latest suite number they gave us. I think Linda T said she was going to change suite numbers
in Permit Trax.
Marie Harrison, CPT I Senior Permit Coordinator
City of Edmonds
121 5th Avenue N Edmonds WA 98020
B425.771.0220 ext. 1389
Aw Please consider the environment before printing this e-mail
From: Westfall, John
Sent: Tuesday, October 09, 2012 3:34 PM
10/11/2012
Avf
5*1
i1w 0 LD m t L, L-To w1v
October 10, 2012
Adapt Project No. WA12-17722-REM
City of Edmonds - Public Works Department
121 5 1h Avenue North
Edmonds, Washington 98020
Attention: Jeanie McConnell
Subject: Groundwater Sampling Results
Old Milltown Proper
201 5 th Avenue South
Edmonds, Washington 98020
Dear Ms. McConnell:
Adapt En ineering, Inc.
1h v
g
615 _ 8 A enue South
Seattle, Washington 98104
Tel (206) 654-7045
Fax (206) 654-7048
In compliance with the conditions stated in the City of Edmonds Right of Way Permit Number
ENG20120263, Adapt Engineering, Inc. (Adapt) is pleased to present the groundwater sampling
results for the groundwater samples collected from monitoring wells MW-1 through MW-5
located near the above -referenced property (see attached Figure 1). The groundwater samples
were collected on September 17, 2012. The sampling results are summarized in Table 1 and
the analytical report is included as an attachment.
Respectfully Submitted,
Adapt Engineering, Inc.
4prt' "el-.- IlzeVWX
John T. Bhend, L.G.
Senior Project Manager
Attachment: Figure 1 - Site and Exploration Plan
Table 1 - Summary of Groundwater Analytical Results
Analytical Laboratory Report
0
10 1 1
1 3: DAYTON STREET
T_
ST_ ST-$ --- ST-10
B7 -W — — — — SILSEECTED LIST PROPERTY
I VFNTIINF Z 13GUNDARY
'4' -4 —f'.- 4 -- — — — — — — — — — —
F \7C
1 3
1
-W
0
CLOSED -IN -PLACE
700 GALLON LIST NORTH <
SUMP W
)RMER GAS TF7 <
STATION W
W
FORMER GARAGE
z
0
FORMERTRUCK
B5 STORE
*B4
M
SOUTH
SUMP
CLOSED -IN -PLACE
1,000 GALLON LIST
_1 F
F
0
1
VJ r- CLOSED -IN -PLACE
W 1 10,000 GALLON LIST
-P I --- ) I L _J
z -P
LU
>
< 2ND STORY
PARKING
I < zo
>
U-) > —N 0
<
I
CL
Cr
u-
LCUMNLI:
Lu
SITE BOUNDARY
0
RIGHT-OF-WAY CENTER LINE
Ft-
—I— —FIBER OPTIC LINE
--- SANITARY SEWER LINE
10i
--&T --- STORM SEWER LINE
—W— WATER
M _3�
— LINE
P —POWER LINE
+ B8
i
JI
-0
STORM SEWER CATCH BASIN
B2,
r—
BJ2_
—
B-2 BORING APPROXIMATE LOCATION
AND NUMBER
PROPOSED MONITORING WELL
13-4 ---
------- AND APPROXIMATE LOCATION
!MW-)
n%CAVArErr SM
0 40 80
GALLON LIST
C6
1E 941 1' '/
I �_&T_W_
i:y
APPROXIMATE SCALE IN FEET
PT- E_9TFTE
IVIA C7
I I \'
AolaptEnglneering, h7c.
Figure
1 — Site and Exploration Plan
615 - 8th Avenue South
Project
Old Milltown Property
Seattle, Washington 98104
Location
201 5th Avenue South
Edmonds, Washington
Tel (206) 654-7045
Client
Rosen Properties
Fax (206) 654-7048
Project No
WA12-17722-REM Date : 10/01/12
Table 1: Summary of Groundwater Analytical Re
Sample No.
Date
TPH-D
TPH-MO
MW-1
09/17/12
220 (x)
ND(<250)
MW-2
ND(<50)
ND(<250)
MW-3
ND(<50)
ND(<250)
MW-4
ND(<50)
ND(<250)
MW-5
ND(<50
ND(<250)
MTCA Method A Cleanup Level IF
500
500
All concentrations given in parts per billion (ppb), which is equivalent to micrograms
per liter
MTCA = Model Toxics Control Act (MTCA Cleanup levels shown)
(x) = The sample chromatographic pattern does not resemble the fuel standard used
for quantitation
ND = Not detected
TPH-D and MO = Total petroleum hydrocarbons — diesel and motor oil
FRIEDMAN & BRUYA, INC.
ENVIRONMENTAL CHEMISTS
James E. Bruya, Ph.D.
Yelena Aravkina, M.S.
Bradley T. Benson, B.S.
Kurt Johnson, B.S.
September 27, 2012
John Bhend, Project Manager
Adapt Engineering
615 8th Avenue South
Seattle, WA 98104
Dear Mr. Bhend:
3012 16th Avenue West
Seattle, WA 98119-2029
TEL: (206) 285-8282
e-mail: fbi@isomedia.com
Included are the results from the testing of material submitted on September 17, 2012
from the WA 1 2-17722-REM, F&BI 209237 project. There are 4 pages included in this
report. Any samples that may remain are currently scheduled for disposal in 30 days.
If you would like us to return your samples or arrange for long term storage at our
offices, please contact us as soon as possible.
We appreciate this opportunity to be of service to you and hope you will call if you have
any questions.
Sincerely,
FRIEDMAN & BRUYA, INC.
Michael Erdahl
Project Manager
Enclosures
ADP0927R.DOC
FRIEDMAN & BRUYA, INC.
ENVIRONMENTAL CHEMISTS
CASE NARRATIVE
This case narrative encompasses samples received on September 17, 2012 by Friedman
& Bruya, Inc. from the Adapt Engineering WA I 2-17722-REM, F&BI 209237 project.
Samples were logged in under the laboratory ID's listed below.
Laboratory I
209237-01
209237-02
209237-03
209237-04
209237-05
Adapt Engineering
MW- 1
MW-2
MW-3
MW-4
MW-5
All quality control requirements were acceptable.
FRIEDMAN & BRUYA, INC.
ENVIRONMENTAL CHEMISTS
Date of Report: 09/27/12
Date Received: 09/17/12
Project: WA12-17722-REM, F&BI 209237
Date Extracted: 09/20/12
Date Analyzed: 09/24/12
RESULTS FROM THE ANALYSIS OF WATER SAMPLES
FOR TOTAL PETROLEUM HYDROCARBONS AS
DIESEL AND MOTOR OIL
USING METHOD NWTPH-Dx
Sample Extracts Passed Through a
Silica Gel Column Prior to Analysis
Results Reported as ug/L (ppb)
Surrogate
Sample ID
Diesel Range
Motor Oil Range
(% Recoveryl
Laboratory ID
(CIO-C25)
(C25-C36)
(Limit 51-134)
Mw-1
220 x
<250
94
209237-01
MW-2
<50
<250
69
209237-02
MW-3
<50
<250
76
209237-03
MW-4
<50
<250
90
209237-04
MW-5
<50
<250
81
209237-05
Method Blank
<50
<250
114
02-1729 MB2
N
FRIEDMAN & BRUYA, INC.
ENVIRONMENTAL CHEMISTS
Date of Report: 09/27/12
Date Received: 09/17/12
Project: WA12-17722-REM, F&BI 209237
QUALITY ASSURANCE RESULTS FOR THE ANALYSIS OF WATER
SAMPLES FOR TOTAL PETROLEUM HYDROCARBONS AS
DIESEL EXTENDED USING METHOD NWTPH-Dx
Laboratory Code: Laboratory Control Sample Silica Gel
Percent
Percent
Reporting Spike Recovery
Recovery Acceptance RPD
Analyte Units Level LCS
LCSD Criteria (Limit 20)
Diesel Extended ug/L (ppb) 2,500 84
95 58-134 12
3
FRIEDMAN & BRUYA, INC.
ENVIRONMENTAL CHEMISTS
Data Qualifiers & Definitions
a - The analyte was detected at a level less than five times the reporting limit. The RPD results may not
provide reliable information on the variability of the analysis.
Al — More than one compound of similar molecule structure was identified with equal probability.
b - The analy�e was spiked at a level that was less than five times that present in the sample. Matrix
spike recoveries may not be meaningful.
ca - The calibration results for this range fell outside of acceptance criteria. The value reported is an
estimate.
c - The presence of the analyte indicated may be due to carryover from previous sample injections.
d - The sample was diluted. Detection limits may be raised due to dilution.
ds - The sample was diluted. Detection limits are raised due to dilution and surrogate recoveries may
not be meaningful.
dv - Insufficient sample was available to achieve normal reporting limits and limits are raised
accordingly.
fb - Analyte present in the blank and the sample.
fc — The compound is a common laboratory and field contaminant.
hr - The sample and duplicate were reextracted and reanalyzed. RPD results were still outside of control
limits. The variability is attributed to sample inhomogeneity.
ht - Analysis performed outside the method or client -specified holding time requirement.
ip - Recov�ry fell outside of normal control limits. Compounds in the sample matrix interfered with the
quantitation of the analyte.
j — The result is below normal reporting limits. The value reported is an estimate.
J - The internal standard associated with the analyte is out of control limits. The reported concentration is
an estimate.
jl - The analyte result in the laboratory control sample is out of control limits. The reported
concentration should be considered an estimate.
jr - The rpd result in laboratory control sample associated with the analyte is out of control limits. The
reported concentration should be considered an estimate.
t- The surrogate associated with the analyte is out of control limits. The reported concentration should
considered an estimate.
Ic - The presence of the compound indicated is likely due to laboratory contamination.
L - The reported concentration was generated from a library search.
nm - The analyte was not detected in one or more of the duplicate analyses. Therefore, calculation of the
RPD is not applicable.
pc — The sample was received in a container not approved by the method. The value reported should be
considered an estimate.
pr — The sample was received with incorrect preservation. The value reported should be considered an
estimate.
ve - Estimated concentration calculated for an analyte response above the valid instrument calibration
range. A dilution is required to obtain an accurate quantification of the analyte.
vo - The value reported fell outside the control limits established for this analyte.
x - The sample chromatographic pattern does not resemble the fuel standard used for quantitation.
D A t) 'I— SAMPLE CHAIN OF CUSTODY
Company ALIJ
Address 6 19- ;-" A-, C,
City, State, ZIP -S �A' I-JA frloq
Phone #-20& 6T4 -7044S- Fax # 2pty (
gSLi -70q%
SAMPLERS (signature)
PROJECT NAME/NO.
-WA 1;2- t"7-7*V
REMARKS
NE 01- 17-12- & c73
of
T) TRZ
PO`# kStandard (2 Weeks)
0 RUSH
Rush charges authorized by
• Dispose after 30 days
• Return samples
• Will call with instructions
Sample ID
Date
Sampled
Time
11 Sampled
- ni-
MAIN
"6M
=00000090mmmm
MEN
N"
ME00000011MMMMMININE
MEM
MEEEMENNIIMMMMM���
Frie&nan & Bruya, Inc.
3012 16th Avenue West
Seattle, WA 98119-2029
Ph. (206) 285-8282
Fax (206) 283-5044
FORMSCOOCOCUOC
SIGNATURE
PRINT NAME
COMPANY
DATE
TIME
Relinquished by:
$he no4
kg'
Kehnquished by:
Received by:
/00 / e5
Jeannine Graf 0�le4VW-I�
Building Official
City of Edmonds
Hand Delivered
Subject Alternate Design Request Old Milltown./ Fire Protection Yard along
South Property Line:
Dear Ms Graf;
We are requesting that the city consider an alternate design request to create a fire
protection yard along the south property line of the subject property for the
purpose of allowing openings along the south wall of the existing building that is
currently proposed for renovation.
We are proposing to establish this yard within the full area of a 15 foot
accessibility easement running east to west across the full depth of the south
adjacent lot, essentially running from,the 5th ave property line to the west to the
property line adjoining the city alley at the easternmost line of the south property.
The properties are as you know, under the same ownership, that of GPA inc, 51
W Dayton Street, Edmonds, Wa.
We propose that providing the above described yard is equivalent to providing the
fire separation distance to a property line required by IBC Table 704.8. A yard is
defined as an "open space unobstructed from the ground to the sky,..." in ICB
Section 202. Fire separation distance is defined as the distance measured from the
building face to the closes interior lot line, measured at right angles from the face
of the wall" in IBC Section 702.1
We are proposing that this yard exist completely within the referenced 15- foot
easement. Per Table 704.8 (copy attached) the 15' yard in a protected building
will allow us up to 45% of the wall running along the northernmost line of the
yard to consist of exterior wall openings. Our current design proposes windows
and doors making up a total of 23% of the total wall area, well under the total
amount allowed.
The Chart below illustrates our inventory of designed openings at this wall, and
tabulates the relative percentage of exterior wall opening area. As you can see,
we have designed a total of 476 s.f. of exterior wall openings in the south wall
that is 2054 s.f. in total area.
1927 Post Alley Seottle, WA 98101
p 206-957-9800
f 206-682-3159
www.gracearchitectsplic.com
Mark
South Wall Opening
areas
Ext. South wall of 5th and Dayton building
93
21
S.f.
2054 S.f.
92
39.27
S.f.
89/90/91
103.75
S.f.
88
39.27
s.f.
Percentage of exterior wall openings
87
39.27
S.f.
475.76/ 2054 = 23%
86
40.1
S.f.
85
40.1
S.f.
47
153
S.f.
475.76
S.f.
Jeannine, I hope that this is adequate to serve as our request for consideration as an
alternate design for the creation of a fire yard at the south property of the Old Milltown
Project. We have forwarded this document to the property owner, for their use in
preparing a binding covenant to run with the land.
Thanks
Ralph W. Allen
Principal
Att: IBC Table 704.8
Revised plan A2.1
1927 Post Alley Seattle, WA 98101 p 206-957-9800
f 206-682-3159
www.gracearchitectsplic.com
I
Page I of I
Graf, Jeannine
From: Ralph W. Allen [rwallen@gracearchitectspllc.com]
Sent: Wednesday, July 11, 2007 12:34 AM
To: Graf, Jeannine; cpf7627@aol.com; rrgregg@comcast.net; Robert Appleby; John Spurrell;
Mike Mickiewicz
Subject: Please review 'Declaration of Easement v1 - OMT'
Follow Up Flag: Review
Flag Status: Flagged
Jeannine, please review the draft easement language. I have cribbed a recent easement prepared for me by my
attorney Chris Frost, who is copied on this email. I would ask, as these things usually take a few days to get right,
that we are allowed to pull the permit concurrent with final development of the easement language and its
subsequent recording. Bob, I took the liberty to cc Chris Frost ... just in case he may have more availability on
short notice that your regular attorney for these types of matters ... Lets all confer in the morning ... and get this
moved on to the next and final steps ... For me, this includes:
• inserting the legal descriptions and parcel numbers and
• developing and attaching the exhibits
Mike, John, any thoughts from your perspective related to the lot line adjustment that attends the creation of the
easement?
Thanks,
Ralph
7/11/2007
Page I of I I
Graf, Jeannine
From: Ralph W. Allen [rwallen@gracearchitectspllc.com]
Sent: Tuesday, July 10, 2007 1:07 PM
To: Graf, Jeannine; Umbaugh, Theresa
Cc: Bob Gregg; Robert Appleby; McConnell, Jeanie
Jeannine, I believe that this gets it ... Also, I am on my way up this afternoon to resubmit the requested drawings
illustrating the easement, revised property lines and etc ... Will also hope to meet briefly with Jeanie to review
outstanding engineering issues ... thanks,
Ralph
7/10/2007
4�2 c. 18) 11
July 12, 2007
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 771-0220 - FAX (425) 771-0221
Website: wwwdedmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
Mr. Ralph Allen, AIA
Grace Architects, PLLC
1927 Post Alley
Seattle, Washington 98 101
74�71e
GAP(HAAKENSON
MAYOR
on
MICROFILM
RE: Request for Alternate Design @ 2015 1h Avenue South, Old Milltown Building
Creating Yard for Fire Exposure
Dear Mr. Allen,
The City is in receipt of your request for alternate design under the 2003 edition of the
International Building Code (IBC), on behalf of GPA Incorporated for the Old Milltown building
located on Parcel 2 at 201 5 1h Avenue South, Edmonds to create a 'fire protection yard' within
the parking lot area as depicted on Parcel 1, located immediately to the south of the Old
Milltown Building (see attached map). Both referenced Parcels are under the current ownership
of GPA Incorporated. '
Applicable Code Sections concerning the Old Milltown Building on Parcel 2
1. Section 1014.1 requires a second exit when the occupant load exceeds 50.
2. Section 1017.2.2 requires exterior exit doors lead directly to the exit discharge or the
public way.
3. Section 1104 requires that an accessible route of travel be provided within the site from
the building to the public way.
4. Section 704 Table 704.8 restricts and limits openings in exterior walls based on location
to property lines.
AIA/GPA Proposal
GPA has provided a legal Agreement entitled Declaration of Easement (attached) that includes
provisions for creating a 15 foot pedestrian easement across Parcel I allowing accessibility from
the street and providing exiting occupants from the second floor direct access to the public way
thus satisfying IBC 10 17.2.2 and IBC 1104.
The Agreement also describes a 15 foot 'yard' (Yard as defined in IBC 202) for Fire Exposure
that satisfies the provisions of IBC Table 704.8 allowing —but also limiting the percentage of
openings in the exterior wall. Easement agreements for access do not require alternate design
approval to be granted by the building official; however, the approval of creating a yard for fire
protection and allowable openings is under the purview of IBC 104.11.
Incorporated August 11, 1890
Sister Citv - Hekinan, Japan
Mr. Allen
Page Two
July 12, 2007
The proposed fire protection yard is approximately 15 feet wide by the depth of Parcel I
(approximately 105 feet). The yard is located immediately adjacent to the exterior wall of the
building on Parcel 2. Creating a permanent yard will allow openings on this south exterior wall
of the Parcel 2 building (yard of 15 feet is limited to a maximum protected opening of 45%, and
15% unprotected openings, reference 2003 edition of IBC Table 704.8).
In the event that GPA or a future owner dissolves the Easement Agreement the building
currently located on Parcel 2 would be in violation of Section 704 for openings located at the
property line. Dissolving the Easement Agreement would also create a building code violation
for exiting and accessibility from the second floor of this building. For this reason the Easement
agreement requires that the City be formally notified if it is ever changed or dissolved. It is
possible however that the City could enter into a similar agreement with a future building
tenant/property owner or the building codes could change such that the requirement is no longer
applicable.
Based on the Agreement that creates and maintains a yard (as defined in the building code) it is
my determination as Building Official for the City of Edmonds that the request to create a yard
for the purpose of allowing openings in the south exterior wall of the existing building located at
201 5th Avenue South (to the maximum extent permitted in Table 704'.8) is hereby Approved.
This approval is subject to the following:
• The signed Agreement shall be provided, to the City by permit issuance
• GPA is responsible to pay the recording fees for the Agreement
• The City shall not grant occupancy approval until a copy of the recorded document is
provided to the City
Sincerely,
Jeannine L. Graf
Building Official, C.B.O.
Attachment
Cc: GPA Incorporated
Street Address File
Building Permit File
5 .01-
fZX7"6
Jeannine Graf
Building Official
RECEIVED City of Edmonds
JUL10 2007 Hand Delivered
BUILDING Subject: Alternate Design Request / Old Milltown / Fire Protection Yard along
South Property Line:
Dear Ms Graf;
We are requesting that the city consider an alternate design request to create a fire
protection yard along the south property line of the subject property for the
purpose of allowing openings along the south wall of the existing building that is
currently proposed for renovation.
Firstly, the following code sections establish the need and rationale for the
requirement:
• IBC Section 1014.1 clearly states that an area related to our mixed use
occupancies shall require a second exit where the occupant load exceeds
50 or more. From the information provided in our submitted p!ans we are
clearly required to have access to two means of egress from the space and
these have been provided
• IBC Section 1104 requires that the project provide an accessible route
within the site from the building to the public way. The combination of
our Accessible parking stall shown in the area of easement, and the
confirmation of the acceptable accessible slopes along the City Alley and
the easternmost edge of the south site, that we are in compliance in this
area.
• IBC Section 1007 clearly requires that both means of egress from the
second floor are accessible and that the Stairway shown, and the
Accessible route indicated both satisfy the requirements of this section.
We are proposing. to establish this yard within the full area of a 15 foot
accessibility easement running east to west across the full depth of the south
adjacent lot, essentially running from the 5h ave property line to the west to the
property line adjoining the city alley at the easternmost line of the south property.
The properties are as you know, under the same ownership, that of GPA inc, 51
W Dayton Street, Edmonds, Wa.
1927 Post Alley Seottle, WA 98101 p 206-957-9800
f 206-682-3159
www.gracearchitectsplic.com
We propose that providing the above described yard is equivalent to providing the
fire separation distance to a property line required by IBC Table 704.8. A yard is
defined as an "open space unobstructed from the ground to the sky,..." in ICB
Section 202. Fire separation distance is defined as the distance measured from the
building face to the closes interior lot line, measured at right angles from the face
of the wall" in IBC Section 702.1
We are proposing that this yard exist completely within the referenced 15 foot
easement. Per Table 704.8 (copy attached) the 15' yard in a protected building
will allow us up to 45% of the wall running along the northernmost line of the
yard to consist of exterior wall openings. Our current design proposes windows
and doors making up a total of 23% of the total wall area, well under the total
amount allowed.
The Chart below illustrates our inventory of designed openings at this wall, and
tabulates the relative percentage of exterior wall opening area. As you can see,
we have designed a total of 476 s.f. of exterior wall openings in the south wall
that is 2054 s.f. -in total area.
Mark
South Wall Opening
areas
Ext. South wall of 5th and Dayton building
93
21
S.f.
2054 S.f.
92
39.27
S.f.
89/90/91
103.75
S.f.
88
39.27
S.f.
Percentage of exterior wall openings
87
39.27
S.f.
475.76/ 2064 = 23%
86
40.1
S.f.
85
40.1
S.f.
47
153
S.f.
476.76
S.f.
Jeannine, I hope that this is adequate to serve as our request for consideration as an
alternate design for the creation of a fire ya ' rd at the south property of the Old Milltown
Project. We have forwarded this document to the property owner, for their use in
preparing a binding covenant to run with the land.
1927 Post Alley Seattle, WA 98101 p 206-957-9800
f 206-682-3159
www.gracearchitectsplic.com
Thanks
Ralph W. Allen
Principal
Att- IBC Table 704.8
IBC Sections 1014, 1007 and 1104
Revised plan A2.1
1927 Post Alley Seattle, WA 98101 p 206-957-9800
f 206-682-3159
www.gracearchitectspllc.com
r—E-RESISTANCE-RATED CONSTRUCTION
TABLE 704.8
MAXIMUM AREA OF EXTERIOR WALL OPENINGSa
FIRE SEPARATION DISTANCE (feet)
CLASSIFICATION
Greater
Greater
Greater
Greater
Greater
Greater
Greater
OF OPENING
0 to 3eh
than 3 to 5b
than 5 to I od.1
than 10 to I 5c,d,f
than 15 to 200
than20W25M
than25toWc.'
than 30
Not
Not
Unprotected
Permittedg
Permitted b, g
10%9
15%9
25%9
45%9
70%9
No Liniit
Protected
Not
Perniitted I
15%
25%
I
45%
75%
No Limit
No Linlit
No Limit
For SI: I foot = 304.8 mm.
a. Values given are percentage of the area of the exterior wall.
b. For occupancies in Group R-3, as applicable in Section 101.2, the maximum percentage of unprotected and protected exterior wall openings shall be 25 percent.
c. The area of openings in an open parking structure with a fire separation distance of greater than 10 feet shall not be limited.
d. For occupancies in Group H-2 or H-3, unprotected openings shall not be permitted for openings with a fire separation distance of 15 feet or less.
e. For requirements for fire walls for buildings with differing roof heights, see Section 705.6. 1.
f. The area of unprotected and protected openings is not limited for occupancies in Group R-3, as applicable in Section 10 1.2, with a fire separation distance greater
than 5 feet.
g. Buildings whose exterior bearing wall, exterior noribearing wall and exterior structural frame are not required to be fire -resistance rated shall be permitted to have
unlimited unprotected openings.
h. Includes accessory buildings to Group R-3 as applicable in Section 101.2.
704.10 Vertical exposure. For buildings on the same IoL ap-
proved protectives shall be provided in every opening that is
less than 15 feet (4572 mm) vertically above the roof of an ad-
joining building or adjacent structure that is within a horizontal
fire separation distance of 15 feet (4572 mm) of the wall in
which the opening is located.
Exception: Opening protectives are not required where the
roof construction has a fire -resistance rating of not less than
I hour for a minimum distance of 10 feet (3048 mm) from
the adjoining building and the entire length and span of the
supporting elements for the fire -resistance -rated roof as-
sembly has a fire -resistance rating of not less than I hour.
704.11 Parapets. Parapets shall be provided on exterior walls
of buildings.
Exceptions: A parapet need not be provided on an exterior
wall where any of the following conditions exist:
1. The waH is not required to be -fire -resistance rated in
accordance with Table 602 because of fire separation
distance.
2. The building has an area of not more than 1,000
square feet (93 M2) on any floor.
3. Walls that terminate at roofs of not less than 2-hour
fire -resistance -rated construction or where the roof,
including the deck and supporting construction, is
constructe ' d entirely of noncombustible materials.
4. One -hour fire -resistance -rated exterior walls that ter-
minate at the underside of the roof sheathing, deck or
stab, provided:
4. 1. Where the roof/ceiling framing elements are
parallel to the walls, such framing and ele-
ments supporting such framing shall not be of
less than I -hour fire -resistance -rated con-
struction for a width of 4 feet � l2m mm) mea-
sured from the interior side of the wall for
Groups R and U and 10 feet (3048 mm) for
other occupancies.
4.2. Where roof/ceiling framing elements are not
parallel to the wall, the entire span of such
framing and elements supporting such fram-
ing shall not be of less than 1-hour fire -resis-
tance -rated construction.
4.3. Openings in the roof shall not be located
within 5 feet (1524 mm) of the 1 -hour fire -re-
sistance -rated exterior wall for Groups R and
U and 10 feet (3048 mm) for other occupan-
cies.
4.4. The entire building shall be provided with not
less than a Class B roof covering.
5. In occupancies of Groups R-2 and R-3 as applicable
in Section 101.2, both provided with a Class C roof
covering, the exterior wall shall be permitted to termi-
nate at the roof sheathing or deck in Type III, IV and V
construction provided:
5. 1 The roof sheathing or deck is constructed of
approved noncombustible materials or of
fire -retardant -treated wood, for a distance of 4
feet (1220 mmi); or
5.2. The roof is protected with 0.625-inch (15.88
mm) Type X gypsum board directly beneath
the underside of the roof sheathing or deck,
supported by a minimum of nominal 2-inch
(51 nun) ledgers attached to the sides of the
roof framing members, for a minimum dis-
tance of 4 feet (12�O mm).
6. Where the wall is perinitted to have at least 25 percent
of the exterior wall areas containing unprotected
openings based on fire separation distance as deter-
mined in accordance with Section 704.8.
704.11.1 Parapet construction. Parapets shall have the
same fire -resistance rating as that required for the support-
ing wall, and on any side adjacent to a roof surface, shall
have noncombustible faces for the uppermost 18 inches
(457 nun), including counterflashing and coping materials.
2003 INTERNATIONAL BUILDING CODE@ 89
MEANS OF EGRESS
Section 1024. Aisles serving reviewing stands, grandstands
and bleachers shall also comply with Section 1024.
The required width of aisles shall be unobstructed.
Exception: Doors, when fully opened, and handrails shall
not reduce the required width by more than 7 inches (178
mm). Doors in any position shall not reduce the required
width by more than one-half. Other nonstructurat projec-
tions such as trim and similar decorative features are permit-
ted to project into the required width 1.5 inches (38 mm)
from each side.
1013.4.1 Groups B and M. In Group B and M occupancies,
the minimum clear aisle width shall be determined by Sec-
tion 1005.1 for theoccupant load served, but shall not be
less than 36 inches (914 mm).
Exception: Nonpublic aisles serving less than 50 peo-
ple, and not required to be accessible by Chapter I I need
not exceed 28 inches (711 mm) in width.
1013.4.2 Seating at tables. Where seating is located at a ta-
ble or counter and is adjacent to an aisle or aisle accessway,
the measurement of required clear width of the aisle or aisle
accessway shall be made to a line 19 inches (483 mm) away
from and parallel to the edge of the table or counter. The
19-inch (483 mm) distance shall be measured perpendicular
to the side of the table or counter. In the case of other side
boundaries for aisle or aisle accessways, the clear width
shall be measured to walls, edges of seating and tread edges,
except that handrail projections are permitted.
Exception: Where tables or counters are served by fixed
seats, the width of the aisle accessway shall be measured
from the back of the seat.
1013.4.2.1 Aisle accessway for tables and seating.
Aisle accessways serving arrangements of seating at ta-
bles or counters shall have sufficient clear width to con-
form to the capacity requirements of Section 1005.1 but
shall not have less than the appropriate minimum clear
width specified in Section 10 13.4. 1.
1013.4.2.2 Table and seating accessway width. Aisle
accessways shall provide a minimum of 12 inches (305
mm) of width plus 0.5 inch (12.7 min) of width for each
additional I foot (305 mm), or fraction thereof, beyond
12 feet (3658 mm) of aisle accessway length measured
from the center of the seat farthest from an aisle.
Exception: Portions of an aisle accessway having a
length not exceeding 6 feet (1829 mm) and used by a
total of not more than four persons.
1013.4.2.3 Table and seating aisle accessway length.
The length of travel along the aisle accessway shall not
exceed 30 feet (9144 mrn) from any seat to the point
where a person has a choice of two or more paths of
egress travel to separate exits.
1013.5 Egress balconies. Balconies used for egress purposes
shall conform to the same requirements as corridors for width,
headroom, dead ends and projections. Exterior balconies shall
be designed to minimize accumulation of snow or ice that im-
pedes the means of egress.
Exception: Exterior balconies and concourses in outdoor
stadiums shall be exempt from the design requirement to
protect against the accumulation of snow or ice.
1013.5.1 Wall separation. Exterior egress balconies shall
be separated from the interior of the building by walls and
opening protectives as required for corridors.
Exception: Separation is not required where the exterior
egress balcony is served by at least two stairs and a
dead-end travel condition does not require travel past an
unprotected opening to reach a stair.
1013.5.2 Openness. The long side of an egress balcony
shall be at least 50 percent open, and the open area above the
guards shall be so distributed as to minimize the accumula-
tion of smoke or toxic gases.
�P,7 3;r T /// 0 �- /00
SECTION 1014
EXIT AND EXIT ACCESS DOORWAYS
1014.1 Exit or exit access doorways required. Two exits or
exit access doorways from any space shall be provided where
one of the following conditions exists:
1. The occupant load of the space exceeds the values in Ta-
ble 10 14. 1.
2. The common path of egress travel exceeds the limitations
of Section t013.3.
3. Where required by Sections 10 14.3, 1014.4 and 10 14.5.
Exception: Group 1-2 occupancies shall comply with Sec-
tion 1013.2.2.
TABLE 1014.1
SPACES WITH ONE MEANS OF EGRESS
OCCUPANCY
MAXIMUM OCCUPANT LOAD
A, B, E, F, M, U
50
H- I., H-2, H-3
3
H-4, H-5,1-1,1-3,1-4, R
10
S
30
1014. 1.1 Three or more exits. Access to three or more exits
shall be provided from a floor area where required by Sec-
tion 10 18. 1.
1014.2 Exit or exit access doorway arrangement. Required
exits shall be. located in a manner that makes their availab ' ility
obvious. Exits shall be unobstructed at all times. Exit and exit
access doorways shall be arranged in accordance with Sections
1014.2.1 and 1014.2.2.
1014.2.1 Two exits or exit access doorways. Where two
exits or exit access doorways are required from any portion
of the exit* access, the exit doors or exit access doorways
shall be placed a distance apart equal to not less than
one-half of the length of the maximum overall diagonal di-
mension of the building or area to be served measured in a
210 2003 INTERNATIONAL BUILDING CODE@
72A&I
SECTION 1006
MEANS OF EGRESS ILLUMINATION
1006.1 Illumination required. The means of egress, including
the exit discharge, shall be illuminated at all times the building
space served by the means of egress is occupied.
Exceptions:
1. Occupancies in Group U.
2. Aisle accessways in Group A.
3. Dwelling units and sleeping units in Groups R- 1, R-2
and R-3.
4. Sleeping units of Group I occupancies.
1006.2 Illumination level. The means of egress illumination
level shall not be less than I foot-candle (I I lux) at the floor
level.
Exception: For auditoriums, theaters, concert or opera halls
and similar assembly occupancies, the illumination at the
floor level is permitted to be reduced during performances to
not less than 0.2 foot-candle (2.15 lux) provided that the re-
quired illumination is automatically restored upon activa-
tion of a premise's fire alarm system where such system is
provided.
1006.3 Illumination emergency power. The power supply for
means of egress illumination shall normally be provided by the
premise's electrical supply.
In the event of power supply failure, an emergency electrical
system shall automatically illuminate the following areas:
I . Exit access corridors, passageways and aisles in rooms
and spaces which require two or more means of egress.
2. Exit access corridors and exit stairways located in build-
ings required to have two or more exits.
3. Exterior egress components at other than the level of exit
discharge until exit discharge is accomplished for build-
ings required to have two or more exits.
4. Interior exit discharge elements, as permitted in Section
1023. 1, in buildings required to have two or more exits.
5. The portion of the exterior exit discharge immediately
adjacent to exit discharge doorways in buildings required
to have two or more exits.
The emergency power system shall provide power for a du-
ration of not less than 90 minutes and shall consist of storage
batteries, unit equipment or an on -site generator. The installa-
tion of the emergency power system shall be in accordance with
Section 2702.
1006.4 Performance of system. Emergency lighting facilities
shall be arranged to provide initial illumination that is at least
an average of I foot-candle (I I lux) and a minimum at any
point of 0.1 foot-candle (I lux) measured along the path of
egress at floor level. Illumination levels shall be permitted to
decline to 0.6 foot-candle (6 lux) average and a minimum at any
point of 0.06 foot-candle (0.6 lux) at the end of the emergency
lighting time duration. A maximum -to -minimum illumination
uniformity ratio of 40 to I shall not be exceeded.
MEANS OF EGRESS
SECTION 1007
ACCESSIBLE MEANS OF EGRESS
1007.1 Accessible means of egress required. Accessible
means of egress shall comply with this section. Accessible
spaces shall be provided with not less than one accessible
means of egress. Where more than one means of egress is re-
quired by Section 10 14.1 or 10 18. 1 from any accessible space,
each accessible portion of the space shall be served by not less
than two accessible means of egress.
Exceptions:
I . Accessible means of egress are not required in alter-
ations to existing buildings.
2. One accessible means of egress is required from an
accessible mezzanine level in accordance with Sec-
tion 1007.3 or 1007.4.
3. In assembly spaces with sloped floors, one accessible
means of egress is required from a space where the
common path of travel of the accessible route for ac-
cess to the wheelchair spaces meets the requirements
in Section 1024.9.
1007.2 Continuity and components. Each required accessi-
ble means of egress shall be continuous to a public way and
shall consist of one or more of the following components:
1. Accessible routes complying with Section 1104.
2. Stairways within exit enclosures complying with Sec-
tions 1007.3 and 1019.1.
3. Elevators complying with Section 1007.4.
4. Platform lifts complying with Section 1007.5.
5. Horizontal exits.
6. Smoke barriers.
Exceptions:
1. Where the exit discharge is not accessible, an exterior
area for assisted rescue must be provided in accor-
dance with Section 1007.8.
2. Where the exit stairway is open to the exterior, the ac-
cessible means of egress shall include either an area of
refuge in accordance with Section 1007.6 or an exte-
rior area for assisted rescue in accordance with Sec-
tion 1007.8.
1007.2.1 Buildings with four or more stories. In buildings
where a required accessible floor is four or more stories
above or below a level of exit discharge, at least one required
accessible means of egress shall be an elevator complying
with Section 1007.4.
Exceptions:
I . In buildings equipped throughout with an auto-
matic sprinkler system installed in accordance
with Section 903.3. 1. 1 or 903.3.1.2, the elevator
shall not be required on floors provided with a hor-
izontal exit and located at or above the level of exit
discharge.
2. In buildings equipped throughout with an auto-
matic sprinkler system installed in accordance
with Section 903.3.1.1 or 903.3.1.2, the elevator
2003 INTERNATIONAL BUILDING CODE@ 197
ACCESSIBILITY
ties can approach, enter and exit the work area. Work areas,
or portions of work areas, that are less than 150 square feet
(14 in) in area and elevated 7 inches (178 mm) or more
above the ground or finish floor where the elevation is es-
sential to the function of the space shall be exempt from all
requirements.
1103.2.4 Detached dwellings. Detached one� and two-fam-
ily dwellings and accessory structures, and their associated
sites and facilities as applicable in Section 10 1.2, are not re-
quired to be accessible.
1103.2.5 Utility buildings. Occupancies in Group U are ex-
empt from the requirements of this chapter other than the
following:
1. In agricultural buildings, access is required to paved
work areas and areas open to the general public.
2. Private garages or carports that contain required
accessible parking.
1103.2.6 Construction sites. Structures, sites and equip-
ment directly associated with the actual processes of con-
struction including, but not limited to, scaffolding, bridging,
materials hoists, materials storage or construction trailers
are not required to be accessible.
1103.2.7 Raised areas. Raised areas used primarily for pur-
poses of security, life safety or fire safety including,' but not
limited to, observation galleries, prison guard towers, fire
towers or lifeguard stands are not required to be accessible
or to be served by an accessible route.
1103.2.8 Limited access spaces. Nonoccupiable spaces ac-
cessed only by ladders, catwalks, crawl spaces, freight ele-
vators or very narrow passageways are not required to be
accessible.
1103.2.9 Equipment spaces. Spaces frequented only by
personnel for maintenance, repair or monitoring of equip-
ment are not required to be accessible. Such spaces include,
but are not limited to, elevator pits, elevator penthouses, me-
chanical, electrical or communications equipment rooms,
piping or equipment catwalks, water or sewage treatment
pump rooms and stations, electric substations and trans-
former vaults, and highway and tunnel utility facilities.
1103.2.10 Single -occupant structures. Single-occilpant
structures accessed only by passageways below grade or el-
evated above grade including, but notlimited to, toll booths
that are accessed only by underground tunnels, are not re-
quired to be accessible.
1103.2.11 Residential Group R-1. Buildings of Group R- I
containing not more than five sleeping units for rent or hire
that are also occupied as the residence of the proprietor are
not required to be accessible.
1103.2.12 Day care facilities. Where a day care facility
(Groups A-3, E, 1-4 and R-3) is part of a dwelling unit, only
the portion of the structure utilized for the day care facility is
required to be accessible.
1103.2.13 Detention and correctional facilities. In deten-
tion and correctional facilities, common use areas that are
used only by inmates or detainees and security personnel,
and that do not serve holding cells or housing cells required
to be accessible, are not required to be accessible or to be
served by an accessible route.
1103.2.14 Fuel -dispensing systems. The operable parts on
fue�dispensing devices shall comply with [CC A 117.1,
Sectio—h-308.2.1 or 308.3. 1. 1
SECTION 1104
ACCESSIBLE ROUTE
1104.1 Site arrival points. Accessible routes within the site
shall be provided from public transportation stops, accessible
parking and accessible passenger loading zones and public
streets or sidewalks to the accessible building entrance served.
Exception: An accessible route shall not be required be-
tween site arrival points and the building or facility entrance
if the only means of access between them is a vehicular way
.not providing for pedestrian access.
1104.2 Within a site. At least one accessible route shall con-
nect accessible buildings, accessible facilities, accessible ele-
ments and accessible spaces that are on the same site.
Exception: An accessible route is not required between ac-
cessible buildings, accessible facilities, accessible elements
and accessible spaces that have, as the only means of access
between them, a vehicular way not providing for pedestrian
access.
1104.3 Connected spaces. When a building, or portion of a
building, is required to be accessible, an accessible route shall
be provided to each portion of the building, to accessible build-
ing entrances connecting accessible pedestrian walkways and
the public way. Where only one accessible route is provided,
the accessible route shall not pass through kitchens, storage
roorns! restrooms, closets or similar spaces.
Exceptions:
I . In assembly areas with fixed seating required to be
accessible, an accessible route shall not be required to
serve fixed seating where wheelchair spaces or desig-
hated aisle seats required to be on an accessible route
are not provided.
2. Accessible routes shall not be required to mezzanines
provided that the building or facility has no more than
one story, or where multiple stories are not connected'
by an accessible route as permitted by Section 1104.4.
3. A single accessible route is permitted to pass through
a kitchen or storage room in an accessible dwelling
unit.
1104.3.1 Employee work areas. Common use circulation
paths within employee work areas shall be accessible
routes.
Exceptions:
1. Common use circulation paths, located within em-
ployee work areas that are less than 300 square feet
(27.9 ml� in size and defined by permanently in-
226 2003 INTERNATIONAL BUILDING CODE@
Im
NEW
STAIRS
'G I
RETAIL IjJNrRAN.EO
UPAM
'I�UP A", ryp
Gm
G_
4 SqFtl
=
=rap
-J. - t
-F�rE OF EX�
3 MR FIK
0. WALL
NEW
cot.TAL
""L.
LIM AREA
11
USE
U
(SEUrHEXTED))
:REA
9,
s�7
mi�,
10
PROPOSED LOT LINE
111fil ADJUSTMENT 30.568'
I 1111IN - —mW
MR, '1111, —FIT "�!J-
8 CONCRETE
R;TAINING WALL
B. CONCRETE
ETAINING WALL
5 , WOOD FENCE
01 OF
In L :I-)- T
1 ACCCSSM SE
MATO ED ARI A INDIC
15, F -DESTR kN EASEMENT
AND i RE Pf 3TECT104
kTES A
YAR
I
OF EXT.
41QAW -
I AREk LOW Is 6x
WEA
---------
PER , LTERN' FE DESI;N
REOU ST.
. ... .... ..
..
I ". -
..
i . ... ... ... ..
...
NIA
RON
PROPOSED LOT LINE ASPHALT PARKING
Z ADJUSTMENT NOO*00*00'E ON TOP OF SINGLE
7.50* STORY BUILDING
�RNDOW (3/4 HR. RA?&T)
AND PLANTERS. PROVIDE
I IRRIGATION & DR.E THIS
I LO�TION �ICA-
BELOW TO EXTEMD I. -
A ST EDGE OF ROOF OVERHANG
3/4. H1
<
nNG*PROP'R'
U�E.pB,,El,&ZEB0 (�51`..NTAIN
ON
NDO 4 8
-E 8 1..
00 1�
CROSSWALK
Cl
LEITL It" PLA, "3,
'o
OLD MILLTOWN I
NEW
2nd LEVEL
PLAN
REVE51011 owl
WMAW
REV15ION 0002
511420V
KrA51ON 0003
caw=
t t I- R —Zr—�
A2.1
(SPACE
-1� uo"r
0
0 DECMICUS
U UWLI
C MIM
P"E
E"s im, To BE
f-E ,-c
LCT.04
Irg CONTIR f5 .61
DMWIC M�a C11' — �.EA , mia
cmER
SE �lm .15AT
.IIJTI�A CUBE
OWK -tLOWD .07.71
rTt:.
:OWER M.90 "07W.O*c ARE �ww T TWEA
LOC�'M CMIkkCTCR M TO QTKA
0.tM.ST�JL t" EYT, -W.To ritow DIM
�= SCNS RE
Mc-cww�. �W�s OR C�MNAIC OOl.[D
T71111
, fi
C.WA%—. 615 TO F�
peoplaTTY Wmouca
5=
TO
I-.- Cul'"�Is
-mx
5' TA FEI"r
0A
-SUM
10 BE TTDA.�W r
.0'57,351
IIWW 0
—P-0 LOT �11
-,,,.AQJJ5lVrJll 30.
r.s
Ix It TO r—
GWE
Dcn,o
-,W: ws sw our-ERW mle:
TO Z...
UrIMT Put
PPOPOSM LOT Ur SP,LICII. TCl llj� GE
M SWIM"$ 1 -0 1:39 0,
W-- O.Q) . 7
CRY Bulcvlz;
S�Z.T* BE
Enstod
Ev LOTTER BOX TO F4PLI= 0 PIP", -oxwSun a V�
:004 T'ack
C-3
T—
V-fr
z
U�
EY.STM Wom TO BE
C-a CLIT RMMM
---- ----- ------ ------
Id. 'TO MRACE <
0.
TO ftvq�
TV
COIWE't C-CVI-�
.Uol
PARKI
PARKING
No
-a lit s
s so
o n.,z?mE
U=r a
(25'-W Ot.)
04,00,
X
2
9 0,5-o 1/ 00 6 9
After return to:
W. Scott Snyder
City of Edmonds
121 — 5h Ave. North
Edmonds, WA 98020
REcoRDING SUMMARY:
Reference # 2006-0845
NO EXCISE TAX
REQUIRED
OCT 0'9 `2008
10WE SIEMS, fthomish Coufl� Timm
Grantor Gregg Production Associates, Incorporated, a subchapter s corporation
Grantee Gregg Production Associates, Incorporated, a subchapter s.corporation
Legal Parcel A: Old Milltown
Description Parcel B: South Mall at Old Milltown
Tax Parcel # Parcel A: 00434212 100 100
Parcel B: 00434212103700
DECLARATION OF EASEMENT
This Declarationof Easement ("Agreement") is dated as of July 10, 2007, and is by and
between Gregg Production Associates, Inc. ("GPA") as the Owner of Parcel A and. Gregg
Production Associates, Inc. ("GPA") as Owner of Parcel B.
1. Properties. GPA is the legal owner of both Parcel A and Parcel B as fully
described in Attachment A to the Declaration.
2. Purpose of Agreement. The purpose of this Agreement is to provide for the
creation and use of an easement for t
2.1 The access to and egress from the second floor of the building to be
redeveloped at Parcel A across Parcel B.
2.2 The creation of a Fire Protection Yard ("Yard") on Parcel B associated
with the building to be redeveloped on Parcel A as required by the 2003 IBC. This Yard is
(WSS667993.DOC; 1/00006.900000/)
required in order to allow exterior wall openings to exist in southernmost wall of the redeveloped
building where they are designed above the grade of the adjacent parcel B.
Such "Easement Area" is legally described in Attachment A to this Agreement.
3. Access Easement and Fire Protection Yard. The easement for the yard and
access easement are required for the purposes set forth in Section 2.2 due to the non -compliant
design of Ihe southernmost exterior wall of the existing building on Parcel A, the proximity of
the south wall of the existing building to the property line, and the requirement to provide both
entrance accessibility and exterior wall openings along the south wall. The rationale for the
Easement is as stated in the Alternate design request submitted to the City of Edmonds, and is
attached to this easement as Attachment B. Key City code rationale supporting this declaration
of easement is noted below:
- 3.1 IBC Section 10 14.1 clearly states that an area related to mixed use
occupancies shall require a second exit where the occupant load exceeds 50 or more. From the
information provided in submitted plans, Parcel A is clearly required to have access to two
means of egress from the space and these have been provided.
3.2 IBC Section 1104 requires that the project provide an accessible route
within the site from the building to the public way. The combination of the Accessible parking
stall shown in the area of easement, and the confirmation of the acceptable accessible slopes
along the City Alley and the easternmost edge of the south site, are intended to achieve
complianc6 in this area.
3.3 IBC Section t007 clearly requires that both means of egress from the
second floor are accessible and that the Stairway shown, and the Accessible route indicated both
satisfy the requirements of this section.
3.4 The Yard is established within the full area of a 15 foot accessibility
easement running east to west across the full depth of the south adjacent lot, essentially running
from the 5th Avenue property line to the west to the property line adjoining the city alley at the
easternmost line of the south property. The properties are in common ownership, that of GPA,
51 W Dayton Street, Edmonds, WA. The above Yard shall be maintained so as to be equivalent
to providing the fire separation distance to a property line required by IBC Table 704.8. A yard
is defined as an "open space unobstructed from the ground to the sky,..." in ICB Section 202.
Fire separation distance is defined as the distance measured 6om the building face to the closest
interior lot line, measured at right angles from the face of the wa ' 11" in IBC Section 702. 1. The
referenced 15-foot easement is dedicated as the Yard and shall be subject to all limitations and
requirements necessary to fulfill the purposes of the IBC provisions referenced herein.
4. Declaration of Easement. GPA hereby declares and reserves a non-exclusive
perpetual easement for the benefit of the Owners of Parcel A for access and egress to and from
the second floor of the redeveloped building at Parcel A across Parcel B and for the creation of a
(WSS667993.DOC, 1/00006.9W000/)
2
required in order to allow exterior wall openings to exist in southernmost wall of the redeveloped
building where they are designed above the grade of the adjacent parcel B.
Such "Easement Area" is legally described in Attachment A to this Agreement.
3. Access Easement and Fire Protection Yard. The easement for the yard and
access easement are required'-fo-r. the�pufi)ose,s,sevforth� in�-Sectiofi 2.2dtte�,tolh' --om liahr
e rid�Lc
ty of
design of thesouther-m1nosi exterior wall of -the existing building on Parcef A, the - proximi
the south wall of the existinir building1b. the -rooerty line, e
p ,a!id th requirement to,provide both
entrance accessibility.and exterior walL.openings along -the.,sotith WaIL� The rationale for the
Easement is as stated in the Alternate design request submitted to the City of Edmonds, and is
attached to this easement as Attachment B. Key City code rationale supporting this declaration
of easement is noted below:
3.1 113C Section 1014.1 clearly states that an area related to mixed use
occupancies shall require a second exit where the occupant load exceeds 50 or more. From the
information provided in submitted plans, to -have access to tyvo,
Means of egress.from-thdspace arid',ttiese,�ihavebppqproyided,,,,,--
3.2 IBC Section 1104 requires that the project provide an accessible route
within the site from the building to the public way. The combination of the,,,�-,, siblenipq,�Jrig,
stall shown in the area of easement, and the confirmation of the acceptableaccessible:-slo
pes
along the City Alley' and the easternmost edge of the�csotith� site,, are, interided to 'achieve
c6mpliaOce in thi's area,
3.3 IBC Section 1007 clearly requires that both. means, of egress -from' the
second floor are accessible and that the Staim
ay, showni and, theAccessible route. indicated both
satisfy t4e.requirements of this section.
3.4 The Yard is, established� -within the. full, area of a 15 -footl accessibility,.
easement running east td-west across� the fult- dep6�of t4e, south,adiacent lot�,,.essontiallyy�runrung
from thd 5 � Avenue � property line,to the. west to- the,property. line adjoining the, city alle at.the,
y , -:1,
easternmost line of the south property.I The properties are in common ownership, that of GPA,
5 i W bayton" Street,'E_dliond's, WA. 'the above Yard shall be maintained so as to be equivalent
to providing the fire separation distance to a property line required by IBC Table 704.8. A yard
is defined as an "open space unobstructed from the ground to the sky,..." in.ICB Section 202.
Fire separation distance is defined as the distance measured 6om the building face to the closest
interior lot line, measured at right angles from the 6ce of the wall" in . IBC Section 702. L The
referenced 15-foot easement is dedicated as the Yard and shall be subject to all'limitatio.ns and
requirements necessary to fulfill the purposes of the IBC provisions referenced herein.
4. Declaration of Easement. GPA hereby declares and reserves a tion-exclusive
perpetual easement for the benefit of the Owners of Parcel A for access and egress to and from
the second floor of the redeveloped building at Parcel A across Parcel B and for the creation of a
(WSS667993.DOC, 1/00006.900000/)
2
Fire protection yard on Parcel B associated with the redeveloped building on Parcel A running
above the existing grade elevations as illustrated in Attachment A.
5. Easement Purposes. The Easement is for the following purposes only: access
and egress to and from the second floor of the redeveloped building at Parcel A across Parcel B
and for the creation of a Fire protection yard on Parcel B associated with the redeveloped
building on Parcel A.
6. Restrictions and Reservations. The Owner of Parcel B shall not build, or allow
to be built, any new structure or facility above the existing grade of Easement area that would
interfere with the Easement granted herein.
7. Construction, Maintenance, and Repair/Indemnity. Each Owner of Parcel A
and Parcel B shall have the right to conduct, and shall be solely responsible for, all installation,
construction, reconstruction, maintenance, and repair of the buildings on their respective parcels
and the surface amenities at the grade level of Parcel A within and bordering on the Easement
Area, and shall, upon completion of any such activities, restore the Easement Area to the
.condition it was in immediately prior to such work. Each Owner agrees to'use the Easement
Area in accordance with these easements. An Owner shall give thirty (30) days advance written
notice to all other Owners of the Owner's plans for work in the Easement Area, including the
scope of work and identification of the contractor performing the work. No advance notice shall
be required for emergency repairs in the Easement Area. "Emergency'? shall include any action
necessary to maintain the characteristics of the Yard in accordance with IBC requirements. The
term "reconstruction" as used herein, shall be interpreted to mean repair and/or replacement of
adjacent building areas and paved surfaces due to damage, obstruction, improper ftinction, or
other similar cause. Each Owner shall indemnify and hold'the other Owners harmless' from
claims, losses, and liabilities resulting from injuries and/or damages that may be caused by an
Owner's exercise of the rights granted herein: Provided, that an Owner shall not*be responsible to
any other Owner for any claims, losses, or liabilities resulting from injuries and or damages
caused by acts or omissions of the other Owner.
- S. Covenant Running With The Land. The Easement and agreements contained
�herein shall be deemed covenants running with the land and shall inure to the benefit of, and
shall be binding upon the respective grantees, heirs; successors, and assigns of, the Owners.
9. Default. If an Owner shall default in the performance of any obligation required
by this Agreement, and, if at the end of thirty (30) days after written notice from the non -
defaulting Owner, the defaulting Owner has failed to cure such default and it a diligent effort. is
not then be ' ing made to cure such default then the non -defaulting Owner, in addition t6all the
remedies available in law and equity. will. have the right to perform such obligation. arid. obtain
reimbursement from the defaulting Owner for the costs thereof, with interest thereon at the rate
of twelve percent (12%) per annum.. The amount due, plus all interest, shall be a lien upon the
defaulting Owner's -propaty until paid.
(WSS667993. DOC; 1/00006.900000/)
3
10. Attorney's Fees. If, by reason of any default hereunder on the part of an Owner,
if any other Owner employs an attorney, the defaulting Owner shall pay the non -defaulting
Owner's costs, expenses, and attorney's fees reasonably expended or incurred in connection
therewith.
11. Successors and Assigns. All the terms and conditions of this Agreement shall
inure to the benefit of, and be binding upon the successors, assigns, personal representatives,
tenants, and heirs of, the parties to this Agreement.
12. Entire Agreement. This Agreement contains the entire Agreement regarding the
Utilities Easement and may not be amended, modified, or waived unless made in writing, signed
by all of the Owners, and duly recorded with the Snohomish County Auditor.
13. Governing Law. This Agreement will be governed by, construed, and enforced,
in accordance with the laws of the State of Washington.
14. Termination. This Agreement shall terminate upon demolition or reconstruction
of the building on Parcel A in such a manner that the applicable City Code no longer requires
access to and egress from the second floor of the building on Parcel A across Parcel B and no
longer requires a Fire Protection Yard on Parcel B.
DATED this /&*-Jday of 2007.
Parcel A: GREGG PRODUCTION
ASSOCIATES, INC
By:
. Robert Gregg
STATE OF WASHINGTON)
COUNTY OF SNOHOMISH)
I certify that I know or have satisfactory evidence that ROBERT GREGG is the person
who appeared before me, and said person acknowledged that he signed this'instrument; on oath
stated that he was authorized to execute the instrument and acknowledged it -as. the
OWIV45X of Parcel A - GPA INC to be the free and voluntary act of such party
for the uses and purposes mentioned in the instnunent.
(WSS667993.DOC; 1/00006.900000/)
4
10. Attorney's Fees. If, by reason of any default hereunder on the part of an Owner,
if any other Owner employs an attorney, the defaulting Owner shall pay the non -defaulting
Owner's costs, expenses, and attorney's fees reasonably expended or incurred in connection
therewith.
11. Successors and Assigns. All the terms and conditions of this Agreement shall
inure to the benefit of, and be binding upon the successors, assigns, personal representatives,
tenants, and heirs of, the parties to this Agreement.
12. Entire Agreement. This Agreement contains the entire Agreement regarding the
Utilities Easement and may not be amended, modified, or waived unless made in writing, signed
by all of the Owners, and duly recorded with the Snohomish County Auditor.
13. Governing LAw. This Agreement wi ' 11 be governed by, construed, and enforced,
in accordance with the laws of the State of Washington.
14. Termination. This Agreement shill, terminate upon demolition or reconstruction
of the building on Parcel A in such a manner that the applicable City Code no longer requires
-access to and egress from the second floor of the building on Parcel A across Parcel B and no
longer requires a Fire Protection Yard on Parcel B.
DATED this W�day of J_,41 y . 12007.
Parcel A: GREGG PRODUCTION
ASSOCIATES, INC
By:
Robert Gregg (Vr
STATE OF WASHINGTON)
COUNTY OF SNOHOMISH)
I certify that I know or have satisfactory evidence that RbIIERT GREGG is the person
who appeared before me, and said person acknowledged that he signed this Instrument, on oath
stated that he was authorized to execute the instrument and acknowled ed -it -as. the -
9. -
OVIIV46X. of Parcel A - GPA INC to be the free and voluntary act of such party
for the uses and purposes mentioned in the instrument.
(WSS667993:DOC; 1/00006.900000/)
4
DATED: -/- Id, - 2 00 7
\� 01111111111//,, 1"/
SN APPQ,,
\,XOTAR y
PUBLIC
A�
09
4P
0 F W XS
STATE OF WASHINGTON)
COUNTY OF SNOHOMISH)
NOTARY PUBLIC
Printed Name: -9. T FP/-'6'6 y
My appointment expires: 9'— 1 —04d>07
Parcel B: GREGG PRODUCTION
ASSOCIATES, INC
By:
Robert Gregg
I certify that I know or have satisfactory evidence that ROBERT GREGG is the person
who appeared before me, and said person acknowledged that he signed this instrument� on oath
stated that he was authorized to execute the instrument and acknowledged it as the
0 kIA16-9— of Parcel B - GPA INC to be the free and voluntary act of such party
for the uses and purposes mentioned in the instrument.
DATED: 7- 1",' -2007
,o" P'Ppti-
. ......... 4 //,.1
�OTAR Y
PUBLIC
A -
CD
%
NOTARY PUBLIC
Printed Name:
My appointment expires:
(WSS667993.DOC; 1/00006.900000/)
5
Exhibit A
Easement Drawing with legal descriptions of Parcel A and B
(WSS667993.DOC;1/00006.9W000/)
6
Exhibit A
Easement Drawing with legal descriptions of Parcel A and B
(WSS667993.DOC-,IMW6.900000/)
6
GREGG PRODUCTION ASSOCIATES
51 W DAYTON ST SUITE 304, EDMONDS, WA 98020-4111
FIRE YARD EASEMENT PLAN
GRANTOR: GPA GRANTEE: GPA
��'-FIRE
TCCESS—
Pdrcel'Number for Old Milltown: 00434212100100
g.al. Description for Old Milltown: City of Edmonds BLK 121 D-00 Lots
f'.-2 3;,415,6 TGW N1/2 PTN VAC ALLEY ADJ TO LOTS 1,2,3,4'
Exhibit B
Alternate Design Request for creation of a Fire Protection Yard.
(WSS667993.DOC; IMM6.9000001)
. 7
Jeannine Graf
Building Official
City of Edmonds
Hand Delivered
Subject: Alternate Design Request / Old Milltown / Fire Protection Yard along
South Property Line:
Dear Ms Graf,
We are requesting that the city consider an alternate design request to create a fire
protection yard along the south property line of the subject property for the
purpose of allowing openings along the south wall of the existing building that is
currently proposed for renovation.
Firstly, the following code sections establish the need and rationale for the
requirement:
IBC Section 1014.1 clearly states that an area related to our mixed use
occupancies shall require a second exit where the occupant load exceeds
50 or more. From the information provided in our submitted plans we are
clearly required to have access to two means of egress from the space and
these have been provided
IBC Section 1104 requires that the project provide an accessible route
within the site from the building to the public way. The combination of
our Accessible parking stall shown in the area of easement, and the
confirmation of the acceptable accessible slopes along the City Alley and
the easternmost edge of the south site, that we are in compliance in this
area.
IBC Section 1007 clearly requires that bo th meatis of egress from the
second floor are accessible and that the Stairway shbwni and the
Accessible route indicated both sati* the requirements of this section.
We are proposing to establish this yard within the full area of a. 15 foot
accessibility easement running east. to west across the full depth of the south
adjacent lot, essentially rufthitig* firom the 5h ave property line to the west to the
property line adjoining the.city alley at the easternmost line of the south property.
The properties are as you know, under the same ownership, that of GPA inc, 51
W Dayton Street Edmonds, Wa.
1927 Post Alley Seattle, WA 98101
p 206-957-9800
f 206-682-3159
www.gracearch.itectsplic.com
Jeannine Graf
Building Official
City of Edmonds
Hand Delivered
Subject: Alternate Design Request / Old Milltown / Fire Protection Yard along
South Property Line:
Dear Ms Graf-,
We are requesting that the city consider an alternate design request to create a fire
protection yard along the. south property line of the subject property for the
purpose of allowing openings along the south wall of the existing building that is
currently proposed for renovation.
Firstly, the following code sections establish the need and rationale for the
requirement:
IBC Section 1014.1 clearly states that an area related to our mixed use
occupancies shall require a second exit where the occupant load exceeds
50 or more. From the information provided in our submitted plans we are
clearly required to have access to two means of egress from the space and
these have been provided
IBC Section 1104 requires that the project provide an accessible route
within the site from the building to the 'public way. The combination of
our Accessible parking stall shown in the area of easement, and the
confirmation of the acceptable accessible slopes along the City Alley and
the easternmost. edge of the south site, that we are in compliance in this
area.
IBC Section 1007 clearly requires that both ineatis of egress from the
second floor are accessible and that the Stairway shbwni. and the
Accessible route indicated both satisfy' the requirements of this section.
We are proposing to establish this- yard within the full- area of a 15 foot
accessibility easement running east. to west across the full depth of the south
adjacent lot, essen: tially runnitig'from the 5h -ave. propqtty' I . to the west to the
property fine adjoining the.city alley at the easternmost line of the south property.
The properties are as you know, under the same ownership, that of GPA inc, 51
W Dayton Street Edmonds, Wa.
-1927 Post Alley Seattle., WA 98101
p 206-957-9800
f 206-682-3159
www.gracearch.itectsplIc-com
We propose that providing the above described yard is equivalent to providing the
fire separation distance to a property line required by IBC Table 704-8. A yard is
defined as an "open 'space unobstructed from the ground to the sky,..." in ICB
Section 202. Fire separation distance is defined as the distance measured from the
building face to the closes interior lot line, measured at right angles from the face
of the wall" in IBC Section 702.1
We are proposing that this yard exist completely within the referenced 15 foot
easement. Per Table 704.8 (copy attached) the 15' yard in a protected building
will allow us up to 45% of the wall running along the northernmost line of the
yard to consist of exterior wall openings. - Our current design proposes windows
and doors making up a total of 23% of the total wall area, well under the total
amount allowed.
The Chart below illustrates our inventory of designed openings at this wall, and
tabulates the relative percentage of exterior wall opening area. As you can see,
we have designed a total of 476 s.f. of exterior wall openings in the south wall
that is 2054 s.f in total area.
Mark
South Wall Opening
areas
Ext. South wall of 5th and Dayton building
93
21
S.f.
2054 S.f.
92
39.27
S.f.
89/90/91
103.75
S.f.
88
39.27
SI
Percentage of exterior wall openings
87
39.27
S.f.
475.76/ 2054 = 23%
86
40.1
S.f.
85
40.1
S.f.
47
153
S.f.
475.76
S.J.
Jeannine, I hope that this. is adequate to serve as our request for consideration as an
alternate design for the creation of a fire yard at the south property of the Old Milltown
Project. We have forwarded this document to. the.property owner, for their use in
preparing a binding covenant to run with the land.
1927 Post -Alley Seattle, WA 98101 p 206-957-9800
f 206-682-3159
www. gracearchitectsplIc. com
Thanks
,4435
RE&S.
AMCH
H Wi
OF WASHIN N
Ralph W. Allen
Principal
Att: IBC Table 704.8
IBC Sections 1014, 1007 and 1104
Revised plan A2.1
1927 Post Alley Seattle, WA 98101 p 206-957-9800
f 206-682-3159
www.gracearchitectsplic.,com
A
Thanks
Ralph W. Allen
Principal
Att: IBC Table 704.8
IBC Sections 1014, 1007 and 1104
Revised plan A2.1
1927 Post Alley Seattle, WA 98101
p 206-957-9800
f 206-682-3159
www.gracearchitectsplic.-com
MOMMM = Q - , �-Sr"MM, F0,1011, ' ��-1y1X[XXq=Vr11r@r1r6M2W- in- 11 W -=
FILCO COMPANY INCE
P.O. Box 3122B - Seattle, WA 98103 - Ph: [206] 547-B347 9 Fax: (206) 548-9352
www.FileaEnviro.com - Lic# FILCOCIOSORU
e;�� / \-'r— A v"�'c' I
a L- C) IL41 ("�( 0
LETTER OF CERTIFICATION
December 9'h., 2008
City of Edmonds Fire Department
Attn: Mike Smith,
.121, 5'b Avenue North
Edmonds, Washington 98020
RF-: Commercial, Underground Gasoline Tank at: 201 5"h Avenue South
Edmonds, Washington 98020
This is to certify that Filco Company Inc., has pumped, triple rinsed, and filled
with CDF, one approximate 1,500 gallon underground commercial gasoline
tank from the above naxned property.
-rr1v-fS*-Vj 546flow,
Phil. Suetens
President Filco Co., Inc.
Printed on 100% recycled poper
0 01 (
�j �- :�:>
IAI-(o
;-.Message
Page I of I
Startzman, Jeanne
From: Mark Brunner [mbrunner@landauinc.com]
Sent: Tuesday, March 25, 2008 8:25 AM
To: Startzman, Jeanne
Subject: RE: Milltown public records
Great! I'll be there.
From: Startzman, Jeanne [mai Ito: Sta rtzman@ci.edmonds.wa. us)
Sent: Tuesday, March 25, 2008 8: 10 AM
To: Mark Brunner
Subject; RE: Milltown public records
Hi Mark,
How about Thursday morning? Anytime between 8:30 and 11:30 works for me.
See ya then!
Jeanne
----- Original Message -----
From: Mark Brunner [malito:mbrunner@landauinc.com]
Sent: Monday, March 24, 2008 5:13 PM
To: Startzman, Jeanne
Subject: RE: Milltown public records
318
HiJeanne,
I can come by with a check later this week. I'm available anytime on Thursday. Does a certain time of day
work best for you?
Thanks,
Mark
From: Startzman, Jeanne [mailto:Startzman@ci.edmonds.wa.us]
Sent: Monday, March 24, 2008 1:49 PM
To: Mark Brunner
Subject: Milltown public records
Hi Mark,
The copies you requested are available. The total cost of photocopying is $
,41�.80.9 Would you like to pick
them up? If so, please bring a check made payable to the Edmonds Fire Depia-'-rim ent in the amount of
$13.80. Also, if you're going to pick them up, please give me an approximate time so I can be here. Feel
free to call me if you have any questions.
Thanks!
Jeanne Startzman
EFD
425-771-0215
3/26/2008
Smith, Mike
From: Smith, Mike
Sent: Friday, March 14, 2008 12:08 PM
To: Startzman, Jeanne
Subject: Request for Public Records Old Milltown 201 5th Ave S
I spoke with Mark Bruner for Landau this am regarding the above request.
A time will be set up next week so Mark can view the file here at FID Headquarters.
.03/11/2009 14:42
4257786409
LANDAU ASSOC
PAGE 01/02
ft
CITY OF EDMONDS
121 SM Avenue North
Edmonds, WA 98020
(425) 775-2323
REQUEST FOR PUBLIC RECORDS
Date of Request:
Requester Name: Ma-rK
Requester Address: %-b V '-;L
stmet
WA
=0
city 'Slefe
Email Address; .0~
Phone Number: -'-6 -
Request Made; I I In Person [ I In Writing [ I Telephone I&Fax [ I Email
How would you prefer Ig W n2flAred when the records are available?
In Writing� M Telephone [ I Fax KEmail
DESCRIPTION OF RECIVEST: r
(Please be as specifi as possible with the type of irformatJon you are requestirg; include
address of property, file name or number, owner of property, time period, etc,):
V1 Ut 4, )q,-
�t
"rk.- ev%a4�er,',2J.5 *-nc-('
Of om I S;tMr&M J!at%leS. a,-.s Ui. A-, P.'r(A4 -*
-1,'k4- CVf114- rer,-*ras 4r as 4r 6*-ae- ,s y,.v
Is the information requested a list of individuals to be used for a mailing list for
commercial purposes? 0 Yes kNo
If yes, please complete the additional form found onpaqe 3,
Page I Revised 1906
r
03/11/2008 14:42 4257786409 LANDAU ASSOC
PAGE 02/02
FOR OFFICIAL USE ONLY
ACTION ON REQUESTS FOR PUBLIC RECORDS MUST BE TAKEN
WrtHIN FIVE (6) BUSINESS DAYS
11.
Request receivred by:
Department Date:
2.
Action taken:
) Request granted.
I Acknowledgment.
Estimated response date provided,
(See No. 4)
Record denied.
(See Nos. 5 & 6)
Record withhold in part.
(See Nos. 5 & 6)
3.
Request forwarded to attorney for review;
I I Yes Date Forwarded:
No
4.
Notification to requester of action taken:
Date of Notification:
j Request granted.
I Need for addfflonW time. How long?
I Request denied.
I Record w1thheld in part.
S.
If additional time needed, explain why:
If request denied or record withheld in part, name the exempfori contalned In Qapter
42.56 RC%N which authorizes withholding or denial:
7. If request denied or record vAthheld in parl, explain how the exemption applies iD this
record:
ME
0 - 5 copies free
Standard ccpy charge @ $15 per page: $ /j, 86,
Other (Refer to current Records Index & Fee Schedule) $10 first ten p9s. of incident report;
150 each additional page.
TOTAL FEES DUE: $ "�2' 0' 0
Receipt No./3.;I/e(�.1 E)aj,-AZ��716 S'
DOCUMENTS PROVIDED. Date 3
— '� ?�d .0 Mailed M'P'*,Cked Up
Nge 2 Revile$ 11%
Fire Incident Report
Edmonds Fire Department
Incident #: EF07003623 Case $: $EF07004067 I �k I d in t -Da t e: f6/iQ�607
Exposure: 0 Jurisdictional Station: 17 Location Type: z'atreet address
Address: 201 5 AVE S
City: Edmonds State: WA Zip: 98020
Incident Type: Gas leak (natural gas or LPG)
Shift: A Alarms: I Grid: EF203
Aid Type: None
Alarm Time: (20:00:01) 10/16/2007
Arrival Time: (20:03:47) 10/16/2007
Last Unit Cleared Time: (23:41:38) 10/16/2007
Actions Taken: Investigate
Shut down system
HazMat Released: None
Property Value: 0
Property Loss: 0
Fire Service Deaths: 0
Fire Service Injuries: 0
Contents Value: 0
Contents Loss: 0
Civilian Deaths: 0
Civilian Injuries: 0
Detector:
Officer In Charge: JOEL WOODS Assignment: Command
Mixed Property Use: Not mixed use
Property Use: -Merea ie-,-business—,other-
t
4k
FIRS.
Fire Incident Report
Edmonds Fire Department
Incident Number: EF07003623 Exposure: 0 Incident Date: 10/16/2007
Person('s) Involved
Business name: Old Milltown Role: Owner
Name: Mr. Gregg Phone Number:
Address: 2015 AVE S Edmonds, WA 98020
Apparatus and Personnel
Apparatus ID
Personnel ID('s)
B16
EF0418
E16
EF1530 EF1536 EF2532
E17
EF0320 EF0519 EF2400
L20
EF0128 EF1303 EF2208
�i
'-wet)FIRS
Fire Incident Report
Edmonds Fire Department
Incident Number: EF07003623 Exposure: 0 IncidentDate: 10/16/2007
Narrative
Engine 16 was dispatched to a gas leak outside the structure at 201 5 Av S and the time was
2000. The weather was light overcast and approximately 50 degrees. The wind was
approximately 10 to 15 mph from the south/south east on scene. Upon our arrival, Fifth
Avenue Command directed En ine 16 to recon the building and locate the gas leak. Engine 16
D side o? the building under- construction. A collapse had occurred on the
found the leak on the
D side that cause 30 feet of the two story concrete building to cave in. The D side'uppef
parking lot was under mined by four the six feet laterally. This collapse caused the temporary
16 monitored the area for LEL's and checked the interior
gas connection to disconnect. Engine
of the connected common hallway. We found five percent LEL and requested the power in the
center portion of the connected building to be secured. The D and C sides of the building had
zero LEL readings due to the prevailing wind. Engine 16 conducted its entire operation from
assistance during the
the up -wind side of the gas leak. Engine 16 stood by for suppression
entire operation. Engine 16 returned to service at 2329.
&
Lt ANDRE YOAKUM
4k
'�vv!ct) FIRS.,
Fire Incident Report
Edmonds Fire Department
Incident Number: EF07003623 Exposure: 0 Incident Date: 10/16/2007
Narrative
E17 responded to a reported natural gas leak. Onscene established 5th ave command and
discovered a 1 1/2" gas line was leaking. Building under major renovation with exterior walls
standing but wide open with good air flow. Assigned E16 recon who advised there had been a
partial collapse of dirt under the wall on side D of the structure that had pulled meter away
from the building and severed the pipe from the meter. No way for Fire Department to secure
the gas leak. PSE on scene advised they would have to call in a private contractor to secure the
leak. Secured area around structure and monitored with gas detector on a regular basis. After
long wait contractor onscene and leak was secured.
Lt JOEL WOODS
0
Fire Incident Report
Edmonds Fire Department
Incident Number: EF07003623 Exposure: 0 Incident Date: 10/16/2007
Narrative
Ladder 20 was dispatched in addition to the First Alarm ass I nment to assist units on scene, of
a Natural Gas Leak Outside a Structure, at 201 5 AV S, at Z site of Old Mill Town. While
enroute, L20 was directed to respond to- the scene on 5 Av. S. On arrival, 5 Ave Command
--directed L20 to stage -at Maple St and 5 Ave South. 1-20's-crew-stood by, and assisted bn�
citizen in retrieving her vehicle near the scene, after getting Command s okay. L20 was then
directed to move up to Station 17 and staff the appaaratus there during the incident. When
units on scene cleared the incident L20 returned to quarters.
2 Z-i "I" /? (� -
4f 6)
Lt PATRICK HEPLER
10/16/07 23:51:01 PRINT REQUESTED BY TERMINAL EFPC09
Incident History for: #EF07003623 Xref: 4EP07024916
Case Numbers: $EF07004067 $S207019028
Entered 10/16/07 19:59:57 BY SCPC07 SC721
Dispatched 10/16/07 20:00:01 BY SCPC07 SC721
Enroute 10/16/07 20:02:13
Onscene 10/16/07 20:03:47
Closed 10/16/07 23:41:38
Initial Type: GLO Initial Alarm Level: 1 Final Alarm Level: 1
Final Type: GLO (GAS LEAK OUTSIDE STRUCTURE) Pri: 2 Dispo:
Police BLK: E027 Fire BLK: EF203 Map Page: 454F-6 Group: EF1 Beat: MD17 Sr
Loc: 201 5 AV S EDM -- OLD MILLTOWN EDM btwn DAYTON ST & MAPLE ST (V)
-Loc-Info:-OLD MILL.TOWN-
Name: KELLY OLIVETTE Addr: 523 MAPLE 4102 EDM Phone: 4257747214
/1959 (SC721 ) COPY
/1959
$CROSS
/2000
DISP
B16
/2000
$ASNCAS
B16
/2000
ASST
E17
/2000
ASST
E16
/2000
ASST
TAC21
/2000
$ASNCAS
TAC21
/2000
AIQ
TAC21
/2000
(SC779 )
CHANGE
/2001
CHANGE
/2002
(SC744 )
ENROUT
E17
/2002
(E16 )
*ENROUT
E16
/2002
(SC744 )
ENROUT
B16
/2002
(SC770 )
SUPP
/2003
SUPP
/2003
(SC744 )
ONSCNE
E17
/2003
NEWLOC
E17
/2004
MISC
E17
/2006
AGCADV
/2006
MISC
E16
/2007
ONSCNE
E16
/2007
ONSCNE
B16
/2008
MISC
B16
/2008
ASST
L20
/2008
ASST
TAC21
/2008
MISC
L20
/2010
AIQ
TAC21
/2010
ENROUT
L20
/2015
(L20 )
*ONSCNE
L20
/2015
(SC744 )
ONSCNE
L20
/2016
MISC
E17
,CALLERS REPORTING SOUNDS OF SOME TYPE OF EXPLOS
ION AT OLD MILLTOWN - SOUNDS OF WATER RUSHING OR
STEAM ESCAPING - ALSO SMELL OF GAS
4EP07024916
#EF0418 LUCAS,G-B [E,MI
$EF07004067
#EF0519 WOODS,J-L (B) [M,E1
#EF2400 ANDERSON,B-F [E,MI
#EF0320 HILLS,R-F [E,M,Rl
#EF1530 YOAKUM,A-L [M,E,Hl
#EF1536 CAMPBELL,T-F (L) [E,MI
#EF2532 BAILEY,J-F
$S207019028
,HAVE ANOTHER CALLER KRIDER,JIM 206-920-4141
,KRIDER ADV, VERY STRONG SMELL, AFRAID IT WILL B
LOW UP
TXT: UNITS IN AREA - SMELL NATURAL GAS - REPORTS
OF GAS STOVES IN AREA NO LONG ER WORKING
TXT: EVACUATING BUSIENSS OF OLD MILLTOWN
2 STRY CONCRETE- ODOR
[5TH AVE COMMAND]
,PD BLOCK OFF BLK OUT EACH DIRECTION - GAS LINE
LEAKING
,OUTSIDE GAS LINE - PSE ADVISED - 20 MIN ETA
,2 FFIS TO FRONT OF E17
,REPORTING TO COMMAND
#EF0128 HEPLER,P-L (B) [E,M,Rl
#EF1303 KUHN,B-F (L) [E,M,R)
#EF2208 DOWLING,J-F [E,M,Rl
,COME DOWN 5TH AVE
[5/MAPLE]
,ONE BLK AREA CORDEND OFF - CHECKING FOR GAS MET
ER
/2016
misc
E17
CHECKING THE GAS SITUATION TO SEE IF WE NEED TO
EVACUATE
/2018
misc
E17
PARTIAL COLLAPSE OF THE BLDG - DISC FROM THE ME
TER
/2018
misc
E17
CD CORNER
/2022
misc
E16
, CONTRACTOR REP ONSCENE SENDING TO COMMAND- BELF
OR CONST?
/2026
misc
E17
PSE ONSCNE
/2051
MISC
E16
UPDATE - PSE ATTEMPTING TO LOCATE THE DIRECTION
OF THE SYSTEM
/2110
AOS
L20
/2120
AOR
L20
/2153 (SC762
MISC
E17
5% LEL IN BLDG
/- 2 15-7-------
OK-�-----B
16-
/2157
OK
E16
/2157
OK
E17
/2231
misc
E17
10% LEL IN BARBERSHOP
/2232
misc
E16
SECURE THE POWER
/2243
misc
B16
PILCHUCK HERE
/2306
misc
B16
WORKERS WILL BE HERE THROUGHOUT THE NIGHT MAKIN
G NOISE TO PREVENT ANOTHER COLLAPSE IN CASE NABO
RS CALL ABOUT THE NOISE
/2329
misc
E17
GAS LEAK SECURE
/2329
AOR
E16
/2329
AOR
B16
/2341
AOR
E17
/2341
CLOSE
E17
rL 11 . . io - hamonas peacon
&q
Gas �-leak alarm
at � Old MilhoWn'
BY Jesse Nance pipe at the Old Milltown
x construction site could be
THE BEACON detected by noses as far
Standing outside Engel,s away as City Hall;
Pub on Tuesday evening , one- ock radius along
Johnny Green knew instant: 5th Avenue, from Old Mill-
ly the smoking lamp was of- town to the fountain round-
ficial.ly out af- about, was
ter hearing two closedtotraffic
rapid pops and for three -and -
a loud hissing a -half hours
from the vicin- I believe some as firefighters,
ity.-of-the- Old--- - -- - police, -- Puget
Milltown con- dirt washed away— Sound Energy
struction site, from the side of employees and
Two other Old Milltown
patrons with the structure" construc.
him at the time tion workers
scuttled back sought to re -
to the pub to pair the rup-
notify the bar- tured propane
tender. Green waited out. pipe.
side, and when the hissing Fire Chief Don White says
noise failed to cease after a the inch -and -a -half rupture
few minutes, made the call was likely caused by a small
to 911 at 7:52 p.m. avalanche of dirt.
The bartender at Engel's. . I believe what happened
was urged by one patron to was some dirt washed away
go outside and check it out. from the side of the struc.
When he did, he smelled a ture, " he ' says, "causing
familiar odor - propane. Part of the concrete wall to
Within minutes, propane fall, which ruptured the gas
leaking ftom a broken gas line."
i ol'ISY o
Fire Incident Report
Edmonds Fire Department
Incident #: EF07002579 Case $: $EF07002908 Incident Date: 7/26/2007
Exposure: 0 Jurisdictional Station: 17 Location Type: Street address
Address: 201 5 AVE S
City: Edmonds State: WA Zip: 98020
IncidentType: Arcing, shorted electrical equipment
Shift: A Alarms: I Grid: EF203
Aid Type: None
Alarm Time: (09:07:55) 7/26/2007
Arrival Time: (09:12:01) 7/26/2007
Last Unit Cleared Time: (10:25:09) 7/26/2007
Actions Taken: Investigate
HazMat Released: None
Property Value: 0 Contents Value: 0
Property Loss: 0 Contents Loss: 0
Fire Service Deaths: 0 Civilian Deaths: 0
Fire Service Injuries: 0 Civilian Injuries: 0
Detector:
Officer In Charge: STEVE ALLISON Assignment: Command
Mixed Property Use: Not mixed use
Property Use: General retail, other
Fire Incident Report
Edmonds Fire Department
Person('s) Involved
Business name: Belfor USA Group Inc Role: Other
Name: MR Sean Roberts Phone Number: 2064235761
Address: Edmonds, WA 98020
Business name: Demo Pro Role: Other
Name: Roy Lindsey Phone Number:
Address: 201 SAVE S Edmonds, WA 98020
Apparatus and Personnel
Apparatus ID
Personnel ID('s)
AC16
EF2341
B16
EF0729 LPK09
B20
EF1539
E17
EF0519 EF1035 EF1532
FM16
EF0995
Fire Incident Report
Edmonds Fire Department
Incident Number: EF07002579 Exposure: 0 Incident Date: 7/26/2007
Narrative
E17 responded to a reported commercial fire. Onscene of a large building in demolition stage
with nothing showing. established command and passed command to B16. Made contact with
supervisor onscene who advised while pulling down part of the roof with excavator a power
line believed to be dead came in contact with a metal door frame and began to arc. Power line
was removed from door jamm by excavator and arcing stopped. Supervisor unable to secure
power from panel. E17 secured area around live wire and requested PUD. Supervisor contacted
eletrical company that had worked on building. Active Electric arrived onscene and secured
power to live line from weather head. Advised supervisor to advise PUD of their actions.
Building turned back over to Demo Pro. e17 in service.
Lt JOEL WOODS
r
. Fire Incident Report
Edmonds Fire Department
Incident Number: EF07002579 Exposure: 0 Incident Date: 7/26/2007
Narrative
Responded to electrical fire with B16 & E17 onscene. Old Mill Town renovation project with
entire structure in demolition. Cat bucket used to pull down wall with electrical wiring running
from main panel west to circuit at west end of building. Wiring was energized and direct short
created arcing condition. Sean Roberts, project fire protection superintendent, called 9-1-1 and
workers had available portable fire extinguishers ready on -site. Arriving firefighters found
workers still attempting to remove wall and demolition was ordered to be ceased. FEs were not
used as it was a transient arcing condition, however, this circuit did not appear to be routed
through circuit fuse or breaker arrangement. The building was constructed in 1914 as an
automobile repair garage and has underwent many occupancy changes and additions, the most
recent major renovation in early 1980s. Subcontract electricians cut supply wiring upstream of
weatherhead. All adjacent occupancies were left in power and reports of power outages off -site
may have been due to power surge at this location. PUD was on -site upon my departure.
Images attached.
FM 3OHN WESTFALL
0
0
Westfall, John
From:
Westfall, John
Sent:
Thursday, July 26, 2007 2:26 PM
To:
Graf, Jeannine
Cc:
Chief Tornberg
Subject:
Old Mill Town 201 5th Ave S
Jeannine:
No fire: electrical hazard condition. I suggest that engineer provide report on planning failure and how this and
related issues will be avoided for worksite safety.
Thank you,
John
EF07-2579.pdf (67
KB)
T
EF07-2368
.0-10-3.jpg (60 KB�09-9-3.jpg
EF07-2368 EF07-2368 EF07-2368 EF07-2368 EF07-2368 EF07-2368
(63 KB.)08-8-3.jpg (61 KB)07-7-3.jpg (66 KB.)06-6-3.jpg (64 KB)05_5 3.jpg (91 KB)04 4 3.jpg (83 KB'
EF07-2368
EF07-2368
EF07-2368
)03-3-3.jpg (53 KBI)02-2-3.jpg (69 KB.)01-1-3.jpg (59 KB
I
Wesffall, John
From: Westfall, John
Sent: Monday, May 21, 2007 2:00 PM
To: Fire Dept Group
Subject: OLD MILLTOWN WARNING: 201 5th Ave S.
Members:
Currently, the renovation work at Old Milltown has undermined the support to exterior walls. The walls provide
lateral support to the 2nd floor and roof framing. Engineers are currently identifying means to reinforce and
support the new work and second floor development. Currently:
Entry to this project should not be made,
except under critical evaluation and assumption of the consequences for 2nd floor, roof and exterior
wall collapse.
FM
W 1. 1 �i
CONSTRUCTION OBSERVATION REPORT
DATE:
May 17, 2007
TO: City of Edmonds
121- 5h Avenue North
Consulting Edmonds, Washington 98020
Architectural
and ATTN: Ms. Jeannine L. Graf
Engineering
Services Building Official
PROJECT: Old Milltown Building Renovation
Non -Structural Demolition
5 th Avenue South and Dayton Street
Edmonds, Washington
PERMIT NO: BLD20061309
JRP
ENGINEERING, INC.
RzCzjj
MAY
'EVELOPME,,4-f
CITY OF E '61110E'
0mC)Nf) CTc?.
FAX: 425-771-0221
CONTRACTOR: Belfor Report No. I Page I of 2
DATE: 5/10/07 THAL 10:00 am WEATHER: Clear TEMP: 60'-65'F
WORK IN PROGRESS:
No work was being performed at the time of this site visit.
PRESENT AT SITE:
Mr. Ralph Allen, AIA, Grace Architects, PLLC,
Mr. Steve Gray, Belfor
Mr. Sean Roberts, Belfor
Mr. Don Nelson, P.E., JRP Engineering.
OBSERVATIONS:
The purpose of this site visit was to review the installation of emergency temporary
shoring, bracing and supports as directed in your letter dated May 9, 2007. Our
observations are as follows:
2150 North 107th Street, Suite 375 * Seattle, Washington 98133
06089C COR Ldoc Tel. (206) 361-7100 * Fax (206) 362-3234
Toll Free (877) 229-5009
The contractor called our attention to the wall along Grid 3, which had shifted and is
unstable. The wall provides support for second floor and roof framing, which
provides lateral support for a portion of the north exterior concrete wall along Dayton
Street, and a portion of the west exterior wall along Fifth Avenue. Temporary
shoring that provides lateral support for the north exterior wall at Grids B and C, and
for the west exterior wall at Grids 2 and 3, must be installed as soon as possible.
Once the temporary shoring is in place, the roof and second floor areas between Grids
0 and 4 and between Grids A and D, as well as the wall along Grid 3, can be
removed. The details for the proposed temporary shoring are forthcoming.
Please call if you have any questions or require additional information.
JRP Engineering, Inc.
V
&'�/Iames R -Perrault, P-E., S.E.
President
cc: Mr. Ralph Allen, AIA, Grace Architects, PLLC FAX: 206-682-3159
06089C COR Ldoc 2
7. .1 .
I C-**N
C.
May 18, 2007
CITY OF EDMONDS
121 5TI i AVENUE NORTH - EDMONDS. WA 98020 - (425) 771 0')20 - FAX (425) 771 0221
Website: www.dedmondsma.us
DEVELOPMENT SERVICES DEPARTMENT
Planning - Building - Engineering
Mr. James R. Perrault, P.E.
JRP Engineerm%, Inc.
t
2150 North 107t Street, Suite 375
Seattle, Washington 98133
RE: Old Milltown Project, Emergency Temporary Shoring, Bracing and Supports
VIA FACSIMILE
Dear Mr. Perrault,
GARY HAAKENSON
MAYOR
The City 'is in receipt of Construction Observation Report dated May 10, 2007; of concern is
item 1, line four on page two, which states, 'once the temporary shoring is in place, the roof and
second floor areas between Grids 0 and 4 and between Grids A and D, as well as the wall along
Grid 3, can be removed.' Be advised, the City has only granted emerIzency temporary shoring,
bracing and supports to be munediately installed to preserve the critical structural integrity of the
main Old Milltown building. The Engineer of Record is not authorized to grant the removal of
any additional floor or roof areas.
Sincerely,
Jeannine L�traf
Building Official
Cc: Bob Gregg, Gregg Productions
Ralph Allen, AIA Grace Architects
Steve Gray, Belfor Construction
Incorporated August 11, 1890
Sister City - Hekinan, Japan
9- mm��
GUARDIAN SECURITY
April 18, 2007
Edmonds Fire Department
121 5b Ave N.
Edmonds, WA 98020
Seattle - Tacoma - Poulsbo - Bellingham
1743 First Avenue South
Seattle, WA 98134
Tel: 206.622.6545
Fax: 206.341.9928
Dear Sir,
This letter is to inform you that a cancellation has occurred. As far as we know the customer is not willing to resign.
Please be aware, we are no longer monitoring the UL required fire alarm system listed below.
Old Milltown
201-5'h Ave S.
Edmonds, WA 98020
If you have any questions about this account you may contact me at 206 622-6545 Ext. 269
Best Regards,
a ue e Parr
rdian Sec7urity
(206) 622-6545 ext 269
Westfall, John
From: Westfall, John
Sent: Monday, March 05, 2007 7:13 PM
To: Fire Dept Group
Subject: FD ONLY: Old Mill Town 201 5th Ave S. Demolition
FID ONLY: DO NOT FORWARD OR DISTRIBUTE
A police report was filed this morning at Provinces Restaurant on the 2nd level accessed from Maple St due to
cooktops left on alledgedly to burn the restaurant. No other threats or information indicates arson motivation.
This appears only as a good indication of the hard relationship between building and restaurant owners that
communicate through their respective attorneys by letter.
The restaurant is closed as of last Saturday, the rest of the fenced building is vacant. The general contractor
told me today he would shut off gas to the building at the meter. Construction site surveillance will be installed
later in the week. The fire alarm is haphazard at best due to decades of building changes and should not be
depended upon.
Individual FS17 crew pre -fire site visits are warranted. The demolition will take place inside beyond the exterior
walls -other than construction fencing and truck visits during the day, the exterior will appear unchanged
throughout the project. Please pay attention that there is are hidden areas behind and below the existing floor
plan. Nothing indicates a need to make entry if the building should burn.
FM
" Westfall, John I
From: Westfall, John
Sent: Monday, October 09, 2006 4:41 PM
To: Graf, Jeannine; Bullis, Ann; Smith, Mike; Tomberg, Thomas; Graf, Jeannine; Bullis, Ann;
Smith, Mike
Subject: Old Mill Town 201 5th Ave S Haunted House
I met with Tracey Marulitea of Java Jungle today who has wanted to co -develop a haunted house with the EWHS drama
class at Old Milltown.
Temporary or permanent special amusement buildings are identified for among other requirements: change of use, auto
sprinkler, auto fire alarm, emergency voice/alarm communications, exit marking and interior finish requirements.
She had 2 proposals -the first bringing occupants directly into dark, frightening areas to confound their orientation. I likened
that to your typical haunted house scenario.
A second proposal was to have the drama club perform in the store front windows while customers entered the walkway.
After discussion with the building department it was also agreed here that this would create an assembly situation and that
also wasn't what the walkway was intended for.
I told her that she would not be able to do this without the COU and other requirements for Special Amusement buildings
(IBC 411).
John
hoo
MAP-ou-rEA
4t e C
n
w I
*I
lb
dlL
W A k
a
MEMORANDUM
DATE 6 /Z -L- t 0 c;
REPORTED BY OF
SUBJECT
ADDRESS: A\/ -
CONCERNS/
HAZARDS: t)o f—
FOLLOW-UP:
Gt4'L- C-OLX04-0 -42E
?106 3
I.D.
4?_� 645--70ec)
SIGNED
15f,
Lo
7-7 —ID
c
'J ct,
FP �kyc��
��
V
A/z)
n1 /� �j
Hours Expended:
SIGNED
City of Edmonds Sb Fire Prevention Division
How It HAppenedt-The, second coming Of Milltown
ronmental assessment that. included
B�f AL HOOPER
soil digs and other.invasive-proce-
The Beacon
dures.
.............................
It was enlightening. Gregg already
Bob Gregg took a long look at Old.
k new there was'. a serious disparity
M Wtown -when -it first came o n*
between revenue and "real expenses
the market a year ago and said, "I'll
and overhead."
pass."
The north building was 25 percent
Why?
vacant. It also contained a 25 percent
"Too many issues," he says. "Struc-
common area - which had to be heat-
tural and seismic issues. Environ-
ed for nine months a year whether the
mental and design issues. There was
shops were empty or not.
one red flag after another. We' said,,
The Phase- - 2 probe'. raised -other
thanks but no thanks."
pressing questions as well.
So ended negotiations between Ed-
Like:
monds' most, prominent developer
Is it going to fall down? Are there
and the seller of the city's most his-
health and safety issues here?
toric edifice.
"It doesn't meet current code for fire
But not for long. As of.last month,
or health safety, plumbing, electrical
Old Milltown does indeed belong to
or energy conservation," Bob Gregg
Gregg Production Associates (Bob
says. "The building is neither sprin-
Gregg, president); What changed?
klered nor air-conditioned. -From an
"The price," he quips.
economic standpoint, the operating
When the asking price.was.modi-
expenses had surpassed gross rental
fied, Gregg Associates became suf-
income despite charges of $6.60 per
ficiently interested to launch "a full
square foot - nearly double what they
Phase 2" - a thorough and costly envi-
should be."
Armed with the Phase 2 report,
Greig sat down with his calculator
andran a few numbers.
The purchase price was $3.2 mil-
lion.
Then architect Ralph Allen's resto-
ration plans came in.
Projected renovations will cost an
additional $2.5 million - not quite
equaling the purchase price, but close
enough.
It's clear that archifect�Allen had a
green light "todo it right," as Gregg
says. The design plans call for restor-
ing the building to the way it looked
in the early 1900s, complete with tran-
som windows and high ceilings on the
ground floor.
Bob Gregg, a bear of a man with a
teddy bear's affability, says: "We felt
the old girl had infinite charm and
lots of potential. But it hasn't been re-
E;_,�,]OEIE MILLTOWN, PAGE 20.......:.
........ ..
kett.just fine,
since his favorite political event is the
freestyle.
. Already committed to serving on
city council and selling real estate, he
approaches his newest campaign with
all the old zeal and focus.
"I believe low-cost public power is,
our Northwest heritage," he says, cut-
ting to the chase. "We must increase
out clean and low-cost renewable en-
ergy sources. - Demand will go up by-
15 percent over the next 15 years. The
average household energy cost con-
tinues to increase and hydro is mdxed
out."
Candidate Plunkett believes the so-
lution is "renewables."
"That' s.� why I support the Clean
Energy Initiative," he says.. "A recent
study identified 6,000 megawatts of po-
tential.renewables (wind/solar/bio).i
The PUD did not support the Clean
Energy. Initiative, but it has been en-
dorsed by the.Washington Public Util-
ity Districts Association. Withoutthis
initiative, I do not believe Snohomish
PUD will be aggressive enough on
low-cost renewable energy."
That's Michael. Plunkett - not
averse -to throwing. down a gauni tlet.
Getting him to slow down a minute is
DE PLUNKETT, PAGE 20
"A ..........................
basggd6r? passes, pg 3
Beacon s, good*ill
6d heart is better than ill the heads
world." Edw�a rd Bui I wer-L), tton
Readyifordn' Edni6nd.§.--.Id0'1?,.-'1- V0.
ere is no love iancerer than the love
'al ists ho *6 p 9
George'Bernard Shaw** c art ld'8ilent audi n g.
.......... ..................................... .......................... o ............. ............
igust 10, 2006
if all this talk, all this media
IXGI��,.!�?M
noise about the movie star
PAGE 5
and his demons, physical and
9. ............
philosophical, isn't missing
le was drunk. He was
the point here. The man es -
an.- He was belligerent. . He
sentially. took a loaded gun;
arrogant. He was,'I imag-'.
placed it* against, the head of
rinoros6 and sad, -and prob�
- a stranger - a man, a woman,-
; . . �.,. . -�
Y af�aid;.
a kid -.but through some ob-'
'work 'and"
looze will ddthat�to you,
servant police the*'
monsters are just wait-
grade of God, he never' ulled
p
the trigger
:have no - idea if, Mel. Gib�,.
ii anti-Semitic o'r' not and"
Buthe might have
I'm not a big fan, although
4ier do you.*, We can- s'pe-cu-wl,
he's obviously enor miouslk tal-
,,.looks for signs in things
ented and skilled. I just don't
I and not s . aid, but only Mel
care for violent � movies, and -
*s for sure'what lurks. In
that seems to be his style a lot.
heart. All we can do is Iis-
The romantic comedies - I like
- ..r .. - I
.-Wait and see.'. -
those. The rest I pas's on.,
hd if the sto '_ li�d simply',.
ry
il But:- he's, always'. seemed
.i another movie star driv-
a�aiy and quick, a family guy.
- :.
too fast und6r the influ-. .
and. maybe a different � sort
'an
who admits his mistake�.'.
th your usual celebrity. And,,
accepts responsibility, ad-�
.,
as I say, I have sympathy with
1thal..
wiedges a problemwi -
people who make mistakes.'
),I and announces his plan
I could.give'you a long list of -
�eek he would - have'
my 0 JIM
1, a one -day wohd&:.And;"..-
I doubt he'll go to jail, and
'not
I
)et most of us would have'.,
im -sure I care.,', -There's
;matically'appla'uded and
ho, fine that couldmake a dent
ied him well..
in his bank account. - I guess '
at it wa . s a crime. It should--
they could plaster his face all
uid it is' And if we have
over billboards and TV with a
.
dk about Mel, I wish we'd
"do as I sammotas I did" ca in-
S. more on what he did and
paign. I'm not sure it really
vhat he said.
makes a big difference; most
)II me *old-fashio'ned, but
of us know that getting *into a
- -
alway's thought that peo-
c ar w ith a belly full of booze is
were human beings, and
a bad ide&
uch capable of - making
, 134 1 do think Mel can af
akes' of Judgment.' And
ford a driver for the foresee-
�'s nothing like alcohol to
able future, if not forever, and
.
w a wrench into'the judg-
if it were up to me that's exact-
t machine.'
ly what, would happen.
it- a car can be a' lethal
The .: world is dangerous
)on in the best 'of sober
enough'; without a - Lexus fu-
Imstances, so I wonder
eled by tequila, and Walkig is
good exercise, anyway..
walth benefits...
ain Reduction
ManAgement
bdy or Chair Massage
MILLTOWN, FROM PAGE 1
....................
modeled for 40 years. It hasn't
had -a full renovation ever -
and it's a hundred years old."
What appears to. trouble
him most is the need to re-
move longstanding tenants to
make way for a construction
schedule that begins in mid -
September
He counts them off. Lam-
bo's, whose
specialty � ' is ...
glass and crys-
tal giftware-
Starf eather,
whose New
Age shop has
been a fixture
for. 14 Years; after a
the 35 stall op-
erators of the than
Antique: Mall;
no
and the widely
popular Prov-
inc6s restau-
rant.
"'We're try-.
ing to make every accommo-
dation possible," Gregg says.
"One problem. is that the
leases at Old Milltown were
all over the map. Some had'
already expired, others were
about to."
When renovations are
completed next March,' Old
Milltown will be reborn a - s
WHY.DIDNT -1
ADVERTISE
IN THE BEACON
CLASSIFIEDS?
thanks"
"There was
one red flag
"full -bore retail," he says. He
already has an anchor tenant
but can't disclose who it is
until the tenant agrees.
Bob Gregg has lived in Ed-
monds for 26 years. He and
his wife have two boys, 15 and
13. He says he cares about
the community and what the
community thinks.
"Many people resist
change," he says. "But I think
Old Milltown will please a lot
of people by the time we're
... finished. That
includes the
Historic Soci-
ety, the Plan-
ningBoard,the
Architectural
Design board,
other... , the city coun-
t, but cil and the city
0,9 coffers."
As a mem,
ber of the Na-'
tional Trust
For Historic
Preservation
- a fact not
generally known - Bob Gregg
is also capable of taking the
long view.
"We feel this restoration
will pres erve a historic piece
of - Edmonds' architecture,"
he says.
'And it will help make it
a productive member of the
community for another hun-
dred years."
We Get
SMITH FIRE SYSTEMS, INC. DATE
ASTA9 1106 54TH AVE. E. PH: (253) 926-1880 JOB # 6219
TACOMA, WA 98424 FAX: (253) 926-2350
CONFIDENCE TESTING
FIRE ALARM
NAME OLD MILLTOWN
ADDRESS 201 5TH AVE S, EDMONDS, WA 98020
CONTACT MATT CRANDALL
NAME OF TESTER
PHONE (206) 786-0446
CERTIFICATION NO.
DATE OF INSPECTION TYPE OF INSPECTION ANNUAL
CONTROL PANEL MANUFACTURER NOTIFIER MODEL NO. CRL-01
NUMBER OF INITIATING CIRCUITS 1 NO. OF SIGNAL CIRCUITS I
BATTERY VOLTAGE 2-�5 .9 7- VOLTS CHARGE CIRCUIT VOLTAGE 02-7. n- VOLTS
BATTERY VOLTAGE UNDER FULL LOAD 24S.S.5 VOLTS (SIGNALS OPERATING)
1
Trouble signal with AC power off
YES
NO
0
N/A
0
2.
System operates satisfactory on standby power
YES
NO
0
N/A
13
3.
All signals operate on AC power
YES
NO
0
N/A
0
4.
Have all alarm notification appliances been checked for proper operation?
YES
NO
0
N/A
0
5.
All circuits checked for electrical supervision
YES
NO
13
N/A
13
6.
Control panel checks made per manufacturer's instructions
YES
NO
0
N/A
13
7.
All auxiliary equipment operates (Elevators, fans, dampers)
YES
NO
0
N/A
Mr/
8.
Central station or remote connection
YES
3/NO
0
N/A
13
Name of Monitoring Company
GUARDIAN SECURITY #180363
9.
Key to panel available
YES
CV*' NO
13
N/A
13
13
0
10.
Operating instructions at panel?
YES
NO
N/A
11.
Service Label or Tag (SFC Appendix 111-13)
YES
NO
0
N/A
13
I
1
EQUIPM NT TESTED
TYPE OF EQUIPMENT
NUMBERS OF
SATISFACTORY
NO. OF UNIT
UNITS TESTED
YES
NO
NIA
IN BUILDING
Bells, Horns, Chimes
Voice Alarm Speakers
Visual Alarm Device
Trouble Indicators
MAIN PANEL
MAIN PANEL
Super. Switch (Auto. Spr.)
Auto Spr. Flow Switches
Smoke Dtb�qqr(s)
5
5
Heat Detector(s)
21
21
Manual Pull Stations
0
Ventilation Controls Operate
Central Station
Annunciators
V/,
Elevator Call Down
Fire Damper/Smoke Dampers
Jacks
-Ph.o-ne-
Auto. Door Unlocks (Failsafe)
Auto. Poor-Releas-e
Other
PROBLEMS FOUND:
CORRECTIONS MADE:
DATE CORRECTED BY
THIS IS TO CERTIFY THAT THE FIRE ALARM SYSTEM HAS BEEN PROPERLY TESTED AND INSPECTED FOR
RELIABILITY TO COVER THE ITEMS LISTED IN THIS REPORT.
VH�
SMITH FIRE SYSTEMS, INC.
1106 54th Avenue East
Tacoma WA 98424
(253) 926-1880
Print Naih6 - — 11 - Date
SMITH FIRE SYSTEMS, INC.
11O854thAvenue East
Tacoma, WA 08424
— (253)928'1880
BILLING
ATTN
jrP:-RW0WdE"CW0:Ti- _'_;qdLb _*'
FIRE EXTINGUISHER SERVICE
JOB NO.
AUTHORIZATION
INSPECTOR PA
CERTIFICATION #
SERVICES PERFORMED
��
�� VISUAL INSPECTION &RE-T��AG(1YEAR) �� CLEAN&RE-PRESSURIZE (8YEAR)
��
�� HYDRO (12YEAR ABC, 6YR. COu) PARTS REPLACEMENT
F�
�� EXTINGUISHER EXTINGUISHER ADDED TOSITE
INSPECTION
SIZE
UNIT
6 YEARS
ITOTALF
PARTS MATERIALS - MISCELLANEOUS
UNIT
PRICE
AMOUNT
QUANTITY
DESCRIPTION
ITOTALl
COMMENTS:
xcnsVoBY: TITLE
PRINT NAME
TOTAL
NSST
GRAND TOTAL
-C LAV
C.
L A PEL"
STREET LEVEL
.a A 1.0 .....
rl � L� 0 1 b--' AV
SCALE 1 30'
9700
I F4
PCOF
UPPER LEVEL
LA7VLAV
�C-
4-N
Ic-i
STREET LEVEL
� -0 -p
Asa CAT 4mr/QuE, M,114
A
D Iff f/24� vp WOOS Aorr-
,q DZ S 14W '
Smith, Mike
To: Smith, Mike
Subject: Old Milltown 201 5th Ave S
3-22-05
Met with Paul from Lorig Property Mangement regarding some questions and problems with the building.
Fire Code Violations found and corrected are:
Annual Rolling Fire Door Test(records will be checked and tested next month)
Annual Fire Alarm Test good until April 05
Fire Extinguishers due this month
Strip plugs sticking through walls for lighting in open area of building first floor removed
Access to one F/E was blocked by an ad rack on second floor/rack moved
Items moved from stair landing that were paritally blocking egress
Storage Rm 22 full of donated clothes, etc. requested to stack in rows instead of all about. Items to be moved shortly.
Entrance/Exit door to Antique Mall (South side of Bldg/2nd floor) not latching and blocked off. Door to be fixed and
unblocked.
Smith #1524
ell
1.,.a,-9
�-V 1 'S" S
Rand� llield�"; left id another e ofActive Env - lronmOntal remove lietroleurn-encrusted material from the former olli� ,
collection PI locaig in -Ar P P
_ ts 'crawl empacefttbld Millt6whi The -environmental firm was hired by the'mall's owners "'Part of a
voluntary cleanup -
an. X,AD fgm ,,Milft
I
e, SUL,. Id ow,
4
4 Bill She4ft .'ag6nent, thecompany that manages OW., The, ek� of-tlie'. I uired'
c eanup Will
'h'
Enterp . rise editor: '.-Milltown for the Seattle -based . ownershipt,'depend on the" r�sults;,Qfthose: t�st�,,, e
I 'group, removed several bags ofpetroleuin-,., said.-. -
EDMONDS --LIbe,owners of Old Mfll-,;. �enausted material. The oil is centered, in -Lorig has . aso , tested the air in tfie� malli,
town have'told the state ; theywill voluntarit , and around sump collection pits formerly,:"' i�iffi the re su'l6yet to be compiled.
ly cleali. up the � r - esidual oil and*toxins o
n,, used to collectmotor oil When the site was... .-Shop owners; ,�many strugging with
the grounds -of.,'. the, d6vmtown-,Edm6nds "used,as a garage from -its construction in,--decliningbu'sin'e'ss;' battling the perc6p-
shopping mall. are
1914 until it conversion to a mall M 1973. don that the conditions c6 d be a at to
id thi-6
The. move, st*d,.off.a second stage - This' ifiaterial'As believed to be the, sli�oppers;
invesb*g�ition�that',''wotdd-ha�6,�rinked.�th�',.�� I ,sour , c . e..,'of the; smell that has been whiffed c -i :'7he great majority - (of . ov iners)
think
site on a sc , A of One to'&6 for'a inandat&.�:,�-,to varying degrees in the mall, - particularly.,, you'd have to eat the soil or rub ition your
ry cleanup: "with ofie� being the highest pr� -":..ifi'.the -. enclosed eastei-wend, wh
ere,.the�.!,"skin"So be affected, said Sharon Shannon,
olityi said Curt Hai-t,- x spokesman for the sump pits are located in a crawl space. .�owner of Ambierce and''Diresident of the
state Dep'artrhentofEcology, (DOE).-': --Thenext-stepwillbeto takebore sam- mall's merchants'association.,
"Ibey Were luck-'. they siibmitt6d. this':`,, pl6s;of the'soil beneath the concrete surm 'It's completely blown , out of propor-
y
when they didr"Hait said. tion," said� the., owner- of'.01d . Milltown
'in
-The cleanup �prqcess began- Moriday,� a Antiques,,Who w6'uld:nbt give his name.. -
�ipril 16,. when crews hired by, Lorig Main� He
See.CLEANUP, P�ge�14
Lead levels in the test came up panel) up back there and itd , scoop samples . done by the
AtOOOparts'peri-millioninone just about knock you,, down,7: i . county, health -,department —
done by the media," the
antique malliowner said.. He
,CLEANW.
sump and 13,000 in the 6ther.'�-: Ste . ph�n said. z
'Continued from page I * 1, _- - T,,�o,� �amples,' bf, the Dale's sympt woukl--4-.�
oms.
the site hazaid',4ssessme�t
determines if there is "in-ane&:
added that* ih'l I yeaYs of. being
located ab6ve die ciawl*ace,
:' f � - I � .. . � , , � . . .... scoop-- -,� , . .-
�i I -Jofiii Wietfeld, a unit supei-,*,�.�njatefial,� taken; �by th�: Sno�. esgeh or disappear at'home in
, -�arid --,faiiks; sites
at - e,comerri" factors "
based in
never. Was the.1bil iffid detect-
"',ed in -his shdp� until'the recent
visor in the toxics depaJitrnent,hbrhisWHealth District turned %,the* eveningi-the couple said.
. on se'veral?
-
, , .
'for Abe DOE, said that,while up a level of 18,000 parts per. spend all day
I 1. -
n to, contan'u'nation lev*- activity.
* ' V " -�-Sharfibh -W;Arnbienc�-_ said
These �reproxunity to vu -i
ih6 -DOE re4uir6s -that ."any-. -million of lead �vhfleDOt�tan-;�-here,"St�ph.on§ai�.
zthing than '100 dards put the 6�t at 250.�. bale siaid she was tested foi;'
- els. - - I ab6iiirZ percent
nerable,po�ulationi such a§,.,;busifiess,is off
i to
greater -Parts -
d f 'd
per :miM6ft-of- �gasoline_ibe�'.z,�,'_��.** L.arry-Stephen, who With his allergies an none were oun .
her'doctor,
chil r e 6 salmon-
dren o- lderl�;
bearing "streams; to water of.'r
-since- the�' .situation . came .
light, "But I'm not moving. I'm
addressed -in, son e"way',, lyow-!wife'Selma Dale, has rafi'_Ahe� %'Ofi.the advice of
can smell fiv6 iiarts per bi1ori,11;";,Silver Rose gift shop . since she was. scheduled to visit a
any kind, and'on-length of.,-,.
in it for tMlong hail," she said.
Such � is th6. case. With
hesaid. "You can smell diesel, , .,:October, hired Envir6runentil 'physician specializing in toxi-
exposure, said the DOE's Wiet
feld
not
several others. After refusing to
before it has to be a'cleariup - Technologies after Dale began. cology this week.
'experiencing headaches, dizziw, The cleanup crew hired by
iven in voluntary cleanups,
"pay rent since Febru ary, the
site."
Testi conducted by Environ- ness and a painful rash around Lorig used the Silver Rose to
the area.
the DOE will ultimately assess
the job and detennine. its ade7,
Silver Rose will be out by the
end of. this week. Stephen —
mental Technologies, A private her nostrils. reach coriLminated
firm hired by a7 shopkeeper' "We can � I mell the oil'sorne'-: Hart ofth6 DOE declin6dto
quacy, officials said.
-some
.who said: the' ratio of resent-
revealed: �concentrationis of 'thing terrible,," Dale said. Silver speculate where on the one-to�','
Rose is located next to the.;: five scale, the site would be
Meanwbile,-� mer-
chants worry the.cosf of the
ment to .. support expressed
toward. him,froih other mer-
motor oil of 120,000 0 arts per
-.sump. " and :-.- crawl'sPace wherethe, sump' '-placed- if .'the . "site hazard':,
in , �_r
.
cleanup will prevent ownersbip:`;�-chants
has run about 70-30
million . one- � I _.,
180,000part§ permilli6n in the 'arelocated.� assessment," the next phase in'f.
"You'd 'that,,
froi n going aheadwith planned"'
im to. the mall
believes tIfe situation has been
hardi�'f.-.on-.�'ne*6r,.�:busines§es
'other, with*250 as the'standard"_ opem (acc�ss.-��;the DOE investigation process,,:.'.
— — — had proceeded.
provements
which havexperienced a.high,
without'afi-*tablished clien-
- — — - - — — — — — — — — — — — — — — — — —
Private parfies are given the
vacancy rate for several years. ..
tele.
- -- �oluntaif
eway .6
le do
-Me ownership had Planned
One such business is LiVs
cleanups. because they ultim
to spend $100,000 on items-
Boutique. Claire Rocha and
mately would be responsible j..
such as paint and awnings, said,.
11sa Austin,' a mother and
for the, cost either way, DOE
the antique maD owner..
daughter who own and operate
officials said. Also, with 6,000
Ra y I.AmV., co-oWri6r of Lam-
UVs, have been keeping track
the
pending cleanup sites in the
Seattle yegion, the backlog of
bo's-crystal and Porcelain ' said'
his shop is doing the'"same for
of customers'since publicin
ty and say business has
cases � often. means quicker
the year"" as previously. But
dropped off dramatically.
action if done voluntarily.
others, have. had,- a' different
The two plan to move soon,
After the initial investigation
experience.
'h
but hot, -only because of lost
:which in the case 'of Old
"All of -the th at has
businegsU
Milltown took the form of the
been done to - me has been
'We're uncertain of the
I
health., hazard," --.;Austin said.
"Long term, we`don't' know
what could happen."
n
'PE�0_ I
--eet Vin de.,dulaflso
What:are decision: to cancel the1ibrary
you' doing at contract �nd send the issue: to a
. "Ahi&,,`-� � - _-� I . ....vote 'of the�06601e.�Atthat time,
ROM'
9 a�m`,_
council
Saturday? the rescinded: its deci
How will" sion. A year later, they have
you,.vote -in OF' F, _ICLOF'� � 1. �
again.. asked the vot&s: to
decide the issue. I hope.that
the election
on- May- 15�1 IHE those of you who were passion -
regarding.. ate last,�year will, become
A 4-1-
the annexa
tion of the. Gaty
Edmonds�l Haakenson
Ubrary, to
the Sno-Isle
Ubrary District? If this second
question, - -warning I -you of an:
upcon-ung- election;,, surprises.
you, then you'need to attend
the Town - Meeting at . the
Edmonds Theater at 9 a.m. this
Saturday, April 21...Mie'topic
.will be annexation, pro and con.
,�_A
There will be guest speakers
to inform you, about their 'rea-
sons for supporting or oppoF,:
ing the annexation effort.Jhey
will give brief presentations and
then take, questions from':the
audience. -This will beyour only
opportunity ito participate in a
public forum: on this issue., In
Januaiy of 2000; 1 heard from
many zealous supporters of the
library after. the City Councirs�
- - - - - - - - - - - -
Invo 119a"I 4LLCJLI e
meeting to learn what is being
proposed for this valuable corn7
munity service.
;.M . anyof you have comment*
ed to 'me about the 4ories in
,' the. papers and ori,television*
rega�� Old Milltown'and its
'problems with oil -soaked soil
�tinder �.th retafl.:shops M� the
— - - - --- - - - - -
h'obrat.,y,�.,,anne,x,ation�;''.
converted bus garage. -The con-
version,to a-shoppm*g center in
1973 was accomplished without
the: ..,'stringent environmental
rules that %are commonplace
today.. Records, show, that-, all
codes' were complied with�. at
that time. Even- in 1989 when
leaking underground oil tanks
were discoveredi! the Depart-
.ment of Ecology signed off on
the cleanup efforts. , ,
I . Some Milltown shop owners
contacted City Hall earlier this
year . with, their concerns,, and
both, the Fire. Inspector;and I
visited the site.: Environmental
issues, are handled, at a imuch
higher level'than� city joVeffi-
ment, -and we directed th6ffilo
call the Health District afid,the
Department of Ecology.,'IbC;Y
did so, and that led 61hehiring
of an independentenvironmen-
tal firm.i7hat firm 'has. since
made an offer to clean up Ahe
cr�lwi space ;'Aiher e' .th6_oil.w'as
found 7 and they said that-,thek
could accomplish that task'after
hours, in'two oitfir6e" days,'�'fid
business es shouldn't be impact-
ed. They hope to "allo, w' people
to continue their livelihoods." '
Being a retailer is a tough
enough'. occupation without
having 'major 'roadblocks
thrown your way. To the retal
ers in Old Milltown, this is a
major roadblock Negative�pub-
ficity,can.destroy-a store in no
time. This. shopping center is
made.Atp44 �.,people trying to
make- a living, who have man-
aged Ao,� build good, reputations
for themselves, and now, due to
an. event outside of their con-
trol, are facing the possibility of
closing. their,doors.--Ibey have
contributed to the shopping
experience of Edmonds over
the. years,-� and - we shouldn't
ignore, them now when things.
aretough. Stop by and offer
themr,an encouraging word, if
not. a few dollars. Even a smile
would, be wrl�prnel at this point
Onep,,, Again the city of
Edmon'ds''Was vok'�d the "most
friendly town" in the 1,UNG.TV-
W Western ''Washington
"Best, ; .1
Viewers Poll." Tbis'year marks
the nintfi)�ea� � tha� Ahey have
polled', Western Washington
mwedE
a%,an diiion'ds has won
A nine years. The
�J , , - . .
majority of vlis�itors to town may
only come 'into ',c*ontact 4ith
shopkeepers-6r the wait staff at
restaurants and may find shop-
ping-and,dining an'enjoyable
experience.' I've always felt that
our reputation goes even deep-
erthan that When you' walk
around Edmonds, people say
Ca. AA AVf%D Dn cm 1 11
CO: At 0
am, m
;9(r 0 dfm
d"s" a, -,,:stain ititown
t
r 7 :7'
a, ..nw�chahts Hing dunne cleanup
't;
manages Milltown. !The cleanup s a voluntary a�-_.,,
" 'all'
TOWNMAL
V On Mo tion take b th
. riday, workers will be n y em s owners
"ofl�eiatee`
found inside downtown
nl� spreading an on' at; the, request ofthb'stateb6-,
"t PEO
ODSADA�`
building, a form' uto'And bus"'
erai
the floors and v�aUi;"TfiA6&re!-:;!, partment of Ec6lo
HeraldWtlter��
garage.
movetheoilfilin'BlAntonsai While the mall's 1 own -
-ago,.'at
This is not the fault of the t6n-,.
-ants "'said
:',Abe imill willfe 'main openfor er'swoifffoot the cleaniip bill,'.
V
Un
E MONDS
EbMO Years
ND
of this buil Sharon*
bu§iness -during the cle* anup., th say they. am nonetheless
ey.,
`�ljike*
ANY* Vik
nu
F 6'And Dayton Street"
sold for 8c'6fits a
Shannon;president�of the Mill*
town Merch Association.,
the oil is�f6moVed from p4ymg theppice-
'as
DOCK
:gas. a gallon
ants
the c ors'the s'
oncrete'wills�ridfloi- Business is do wrn , mu ch a'
'75
bargain byfo'dayl� standiirds.
Merchants hope the`cleariup
:Cdntxact*0rwiR;,,c1ean6tit:ol� on peic'eni.�,'::4'
�-Butthesitelsp resent-dayffi6r- -effort,
- which, gets under way
pits and take more samples to :�;Shannon, owner f `Ani
chant� are paying e price for,
th
Monday, will bring -customers -
'determine the bit6f of tfie cibn-�' ce, a gift.sligo, said.two 6m-
-the - '_ - .
pdstv!
-tamination, Blanton said. earning the -
ployees,quit after I
; ! , :_ MAIN S
Shop-,Ovmers at the,Old Milk
Mopping up the oil is the first
"�'!AATe want to see hoW those.' soil was 6ritaminated�
DAYrON ST
towh-,-'.,Shopping- Mall. have
order ot busines§,,,said Barry
'a
pits are cbris"cted. We'll know This- weeL'
.watched-' sales drop afteijead-,.'.
Blanton, brok6i'at Lorig Man-. .
more'; whai'vWrer,de with
Juay STANLEY /The Her.
and -'oil �ontarninitedsoifwas
agement,.the� Seattle firm that
next week" See MIUTOWN, Page 2B
khm,
Miflto'i
Pped o.
From Page I B' Wer&found inside an ofl-stained "The empty retail spkes-are' ever, is the malll� condition.
e - e - - "I dolyt olito'
cmwl spac behind the shop..The not empty because*O'f whafs go go , . f my way to
rion 'was dbI6'tolhire -someone area had been used a*s a service irig on; they were empty before." shop there because it's pretty
new. ' � .: .- ' ` I I . : , "'' . bay for bus�s. Snohomish Health Foot traffic is down insidedrid' rundown and secluded."
"I'm not worried about this District tests revealed lead con- outside the mall, Fabian -Owen Sam Sundquist of Edmonds
place," said, new employed Steve centrations-of 18,000 parts per said. In response, she -is calling said the, codt ation hasret
Noah. million. -Department of Ecology customers to allay their fears. kept him from' st6ppinig at Du-
"People'should not be afraid to standards put the * limit at .250. She hopes the cleanup will be anels Barber Shop inside the mall.
shop here. Youd have to ruV the parts per million. completed by May. "I've been going there for eight
dirt on your s1dn or eat for it to be In recent months, the mall has "That's the beginning of our years to get my haircut.":
a concern,) Shannon added.,, - -,-,.,,been beset by problems unrelat- busy season," she said... "I'd be concerned if there were
fle d'
an6 lead-;Coht;�irninated_ ed to recent discoveries. For one, a contamination did'hot lead in the drinking water, but
soil was f6tindin March behind a -'.'vacancies are up.', dissuade'.s-Deborah' -Feldhaus not in the soil. This isn't going to
d Ioll shop after the owners hired Desplt�tb6malllsdes�rtedap-.: fr6rnsh igat-Milliown. keepmeaway"
OPP
an environmental-coriiultafit to. pearance, merchants haouft fled "I'm hot worried about a OroV-- You can call Herald Writer
investigate the smell of.off c 6m-, bec-ciuse of 'the contamination. I lem" there. Trii'not fiddrig tlie Janice Podsada at 425-33.9 -3029
ing from inside walls F61dhau` si said. orsende-mailto
theirsho'p.-' - said LiSa Fabian-Owen;cd--o'wner
TWb o :ofl-66Uectio ''pits" ofAngels,:ahomedecofstore.�. What has kept her'aw''ay, how- podsada@heraldnet.com.
pen
It
-d
klll� lw�e'"an 4"A
%�alks ihickiP bid MUlto In Ed.nnds 4
Ut&t ii�'v,61ations
MiLikowijAiV�
lead as high as 18,000 parts per mil- listed, with the current information:
mi;ean" the converted bus'j':
Bon. A se�ond sample tested at we have," said Geoffrey Crofoot.'a n..,
b -1
may p abeled
8,500pliirCl environmental health - spe�ialii
The allowable le Is 2SO
vei Moll with the Snohomish Health District.
ous waste site.,
y�
, pugn
said Curt Hart, an Ecology Depart-* Hazardous sites are rank m
ed fro
S-nd
�,:i -"-,--%VEDMO NDS a;: i
�mentspokesman. a priority level of I to 5 to i di6a
'We're 'of
BYJANI�EPODSADA
HeraLd Writ&
k
j
not seeing those kinds the health and p oil uLdon rmisk
1 they
Wels fforn'the Ruston smelter in pose to the envirorunent. -A level L-'
Xkoma, where the high blips indicate
are would the site is in need 0 f
i,,,.EDMONDS— State Department
Ecology officials said Wednesday
4q,
1,000 ppm'--:- 18,000. that's pretty immediate cleanup; a [eve 5 would
dam high,", Hart said. indicate the risk is foot
exe Is a 99 percent chancii Old
.The Ruston smelter is a Super.: said.'
find "all
town Mail in the heamn of Emd�
N*ST-
:. I
cleanup site.MMtown Mail is a, Further soil test� and air-qu ty
1 form& bus bam. Officials speculate;,.tests will be conducted in the noi.
�nds.wffi,b�'desighated ai : had
In
ouswastisite.�
DAY I MN T,ij]
, ,
the lead came from leaded gasoline few weeki to determine a probable
�'Potentlally dangerous c6neentra-
ilons
or lead in batteries. g for the mal
rankin L
hm sTAMAY rhe Hemid Health district bfficials'recoin- 'They're going to. ha Ad do'
ve
of heavy metals — lead and
ftrimfurn � were found this week
miended that the Ecology Depart-,* some mor6 sampling," Hart said..;*:
learned of the'hazard M&es&'y -mint r4nk and list the mail as a haz- "We're Jusi at the initial stage of in-":.
in soil'samples taken from inside
after consulting with Snohomish ardous waste site, which would trig-
' th * e mail.
Health Districrofficials. Tests by the" gera�state-requlred clean P. . SeeLE413,.'
u
.t,Ecology, Department officials .
district revealed concentrations of "I guarantee It will be ranked aind,,' , back p4a this section,
0=6 thg
M Washington's first..
action ajainsi fraud in
cyberspace aheges,�.�
compan�-faikd to delir
on bomputer'saleg.'
BY BRYAN Cortuss
fie�.IdW,&r
EVERETT.—AriEvef6ftcomp I a
..repeat yuseddemptivepractii
to sell computers over the Ifitem
J`the Washington Attorney Genen
Office contends iri-i ciA suit fill
-Wednesday in Snbhoniish Coun
�'Superfor Court. ` ! - �'_
It is the states first�eveiktl(
against allegedIntimet fraud.
i-' The ' ,company,* whose,� maj
�.namesjiicludbd Men Distributfi
and Office PC, failed to'deliver me
ch 'red the lei
andse, misre re e
�.ofserviceitwo dpr6vid6jailed
rebind customer mon6y,'sold'dai
4ed � eq meni and,falsely d
�,,,,cl=b ptcyacco gtod
la t. ' i rdin
N 'irialdai6haslb' ii;iei
o ee s L
`-7',"Th_e sWt,na[m6s;Edc,Sc6tt
'KEverett and brothers Scott BucW,
7
pse.
A
,.to* 6k a bit�
0 Those who repeatedly
commercial e-mai . l.could
B.,iANHoPPER
Associated Pu�i
WASHINGTON —A bill that call
t6r lines ifirruirketer deluges Bum
net users,with unsolicited �e-ffii
'mav6dclosertopassageWednesda
as a House co inee unanimous]
mrm
approved the measure.
The House bill, H.R. 718, is close]
modeled after telemarketing regulE
tions, and its sponsor said the nee
to bring those standards to the In
temet age is far overdue.
sweat 0
......singwpi
wom
am n
a s,, es
ks easier:
amo
:'Anaitasia King's I
tififi -be put down:
geningthernto �"sald
n
Ross Anderse .* ci te professor
RvV Q
`10A 'Thursday, March 29, 2001�'The Herald
at
Li6a'd `,Hi�h: levels Edfiionds: site:, �.,,ftaW`State§ es El
U
From. live Accon:ing to the state�
Page IA ue their lihoGds."
D cleanup will require rem defendants advertised cu
�hjq�el 9f
in� ing�e
irestigating." ediment from the two plts�,','! low-cost computers thu3
petrole'uni 0 Lead, i hes�m�!, is, 4' * is all.n utio'L-
Samples of -sbaked',' Nigh levels: It Is dangerous when In as well as all the soil in and iihls tdsc�nsu�erp'rb!ec�on site
soil were'coU&1ed.a mondi ago the.crawl space, Clark said. n in Seatfle:Given that 6ach of held s ='Internet
from a'mwl , 11.0%ted or lnha!ieti�and chlIdren`jni�., :Because it is contarninatedwith o -_�prlrna " - also'
sp b=d a doll most at risk "use th�y �nd to p . ut, pbople could hive been, the rily eBay but
r,� e,
shop in the no ofthe things In Teir mouths.,, lead, the soll must be disposed ofat vi' of multipleviolad6fi< "we' Typically the suit say's
mall. In January, the shop�s occu-.1.1 an out-of-state hazardous waste anticipate asking die- court for sig-, offier. 100�computer
., Njiad in contiminatid ioll can beL
pants, � Urry Stephen and Selma I �'dispmalsite..
�'nificantcivflpenaldes shesaid. �proc'eissbrs,-- hard dfliq
6 airborne In the dust',. Air
Dale, complained of the gmell of Corp -quafity samples Will be taken Neither of the EveWtt defendants boards, speakers and soll
4
motor off coming from the crawl Lead poisoning is not al�ays at,... , �nextweek said Bob Bliss, an indus�.: -,,could be reached, for-. comment monitors -to the higI
space., Com�anled by unique signs or s�mpl. trial hygienist With Prezint Associ- Wednesday. Tblephone hithibers for' Thp bidders were allow
Milhown, built in 1914, was con� . 10.ms- E84 sym pt . om ' s I miylnclude��_'_ ates, a Seattle environmental firm. - them at the addresses listed in the manyas they, lficid,�thu I
ite, f"gtj6,:h
:D(ml verted into a retail mall in 1973 after' IOSS6faPpet Tilability,- Those tests should indicate lawsuit havi-�been` dis6onnected: highest biddiiciitdcl ord
i abdominal pain and anemia.,�,- whether the lead has become air-. Their Web site has been blocked.' ':.until all 100 were sold. V
more than ahalf-centuryofuse as
The company's alleged victims are typicaDyninged from $45
service garage for trucks and buses. ;AfL�ad1lspan1C'U'ladyha- tu �bome_
in the concrete crawl space be-- Lead poses 'a health - hazard scattered all over the co
6hildreh because they are stillgrbif-j, untry; with: comp aocordingtod
Utel;
NV91 hind his shop, Stephen discovered Ing. Lead �ols�nlrtg cih ritard men- en it becomes airborne., If it is:,: only a handful in Washington and-,,Aeast one auction toppec
,RA� two open ofl-collectitin pits -once,;' `61 Wdwth and damags.thti-nervbus�,� present In dust particles, it can be.., none in Snohornish or Island coun- The suit says the defei
usedtodispo ofmoioroll.'; "System. �v ;I inhaled.
se ties, said Chris Jarvis, a spokesman ed eir.operation und,
A11011i An Everett risulting firm, Envi� In 'ad" -'Tests also be taken to check if for the Attorney General's Office in:� of Office PC in March I
co iN ulls,, lead can Impair heaiiij,,,. Iroun will
ronmental Technology Services,��,,4iohind�nusde,666idifiibon,ft,; dwater near -the rnafl� has. Seattle.-- -number ofconsiuner'
took soil samples from around the can _aW ilamiage blb6d n j. pres ated by lead. Its Brent Refllyol[Norflurfidge,.Calif.� that the company wasr
; been contarnin
eir. said he lost $500 to Afien Distrib' as promised, eBay su
pits antitested them for c6n6efiin�- �,,]tfie h I and k6i�qucdve.'syste ence could prove hazardous if U.
S&P , '. - ��: , . Is co
� lions of motor ofl arid diesel fuel. ,, . . A � 4 anected to a drinking don, for a computer he was going to trading activities in Sept
Ts!; Monday The Herald,reported , - � ; , -
well or aquifer, Clark said. . 1 -.1, 1 give to his daughter as a Christmas � But the compinyalre
, or teentrations of motor oil in "Thentaruigementcbmpanyis '�. The deanup could become more" presen� It never arrived, he said. "'gun usm*g a new name,,
the samples measured -180,006', 'cdoperatingveryWrill," da said. involved if other areas of,the mall:.�! �. "I e-malled them and Wrote therii and'cOntinued' tradinE
parts per million. The prisence of � � �' If tests reveal the crawl space Is' are found to harbor heairy metals; - and they never Wrote back" he said suspinded it, again in
-more than 200 ppin is considered,'� the only area of the mail contarrd�:'�� such as lead, cadmiturt or chron-d- Wednesday."It'skifid6fsad thaties af- state suit clair.
_j� 'iinsafe: - nated by lead the cleanup can be' urn - or if lead or other high con- fected so at people� Ills not righl.".!,� "At that Point, the co
Sti ar that � w'eflay engaged in a cat.
I�WedF nd n b the completed quickly without dosing 'centradons ofh6avy metals are cle-�' Reillysaid heyas glad to he
I ca g tt y P_ I ,�'themall 0arksaid. I suit agahistthe'-.� game; according t6 the
h d 's
t in e tha he tecredintheair� the state had filed
� t t
th nc
or 1. Iden oil also c..t.s �.-rbe �eanuip can be done*' two;. � 'it could take lofigerorbe more;' ',company� but said he doubts he'll...-ydthtfiecompartyregis
'Busi- extensive if there are other sources ever get any ofhIs money back The,`,coffiputers .under. diffe
lead in hazardous concentrations.-.:,':, or.thiee days,'after hours. to
I - David Clark, project manager :1' nesses shoulddit be impacted,� he- of contamination," Clark said.' moral of the stc)ry*.:"If something-- and eBay officials shut
with Environmental Tedmology :said sounds too good, it probably I&* ;,�as soo as they learn6
PM n
the! Services, said he has put in a bid '6ne ofthe i�bingi; we specialize, You can caU Herald Witerfartice
The' mntfi Lorig Management Service, inisgeutingridofthisstudYwithout -P6dsadaat425-339-3029or,send ,
gir . 0 . I which manages Milhown. to -clean removing big sections of the buffd- e-mailto
thegrawl ingandallowingpeopletocontin- podwda@heraldneLconL j
lage 1. UP space-
..ir�l I , 1.. 1. -ai
Spa.mi.
fam i mer6e, is now clear for
Slai, ALL .�'Frompage!A, 1astyear,thel-lotisem
licited.commerdal e-mail mes-- ly approved an antkpa
REA ans- * ' imilar bill in,the Senal
-often called sp'am- to pro-`;', s
sages
videi valid return e-triail address so :Auced late in the sessio'
xhif; Rb
lents can serve notice that they- came to a full vote.'�
recIP
US
ttobetaken'offthernaffing i t." �A Senate versioh'of.
'The'Federal..Ilrade. Commissitirv,
t reintroduced;or0 besd
would begiverithe authorkyto bring lawmakers. - -.- I I . -,,*,
Ad 'a -action against senders ofsparn who ' "For many'people, si
Ing their online 6periet
�Iolate the provisions of the legisla�
tiorLlntemetserAc6provid6iscoWd abilitytomeia-maill,"sa
also sue sparruneis in federal court. . rad 96mi;,-R-Mont. "It
'.Ifor$500permessa
ge,uptoS50,000, Conghiss'acittioroted
16.5
mal Ifasparnmerwillfallybreaksthelaw. jr6moverzealousffiarki
Ijv
wor The biff, having pass6d the House Senate bill is co-�
'i?�,,1Democmdc Sens. Ron
�...Committee,on Energy. and �Goffi-
me(
fori
'and �',i
moj _r
r!aj
_;'I nee,
Die A,
i �jj
Mbok-
i MmPage IA-,. come* th a little time
d he Is an affed
-WfhekW)e,- a] -SeUie said.
�D:Ancl he is atraid otua �Ouglan
Sl Z .19
fell i Cfer is looking for a very clsorri,
Und to ybu,-,hels
a married couplato talldfbilt ' '
Cott- �jp
dhi The trouble ls,'m6st ttuirtrl= I I , ectiOnate. He lo
�abd -�tjples witha )haftl �ndii'-.tallj�fice'al�,*,;.'.-rhyl*and c!klo�ej_ie I
ready have a dog, Ougland-Seffle said. -,-,baU,!! she said.
"Fis'
Animal sinmiddii is fir away as
chal
�nori i"Utah hive ibftt�ed Mook because 6f-_,.`,-.-_geftifig,bored and inif
and hliaversi6vto other doo. "-pressed being cooped Ul
ILL a bad for Mobk�` -'"This is our Iast-ditd
though., Hii-probleniIs can be over-,,.1'mis.;A&4o-th6 public
!Cuts
anyone out ther� who
gm,
an animal Iflub this ohi;
du� forward now,'Ougland
--------- Anastasia rhig's bus
Incredible Value! '�,'Gi&rd1(IngJr.,39jdnd*
:IU9401iamond ant in'thti ibuple's hc
sistopher Lamm 20,'i
B lid ',tifig bride's de'
in tKi yo
wo wvers�ry, a a
,6un LOWEST. 7
Plat, TICKET
so Nnting Yet: From Page 1A
and
sopractnt, $
oft, 11- usinga device that re(
I F. D�D Eq*_ I ment, reviewing activit
unbelievable price!, 4�4-01 in aid tpants'diaiies
p C
Ing tirine 6mples collec
�,i gested measurb
He oun time di
" 'd
I e
I tween low and moden
1A 11ti—tAv
Coach
�nAl #hm
Snohomish
thl
and -Island for a
_U
MOM
ounties
C
Fag
101st-Year-�-350-
C) 2001 The Miarch 26, 2001
9." a
one =so
;Mail -sit" n il k d oil*
Cf. EWjm4iaPoD&4DA ants--
HMW Mim, Resid(ie"fr6'm,atonnerDus-bamhas:m�erch af, onds�, W�M_
j�' EDMONDS
When Larry wdniM Aolit-',thew ater', thq srnefl-; and what it's doinj4to thefr'lealth
Stephen worked as a truck driver, he�
g4ecte,� to�b the oil and diesel
rom
When he retired and leased
shop it Old Milltown �464!n
town Edmonds, he assumed hiv
Stephen ng.
e od6i of, ofl�and aiciel
u shb� envelop--
ing th a als,and porce--`,-
laindo,
Stephefi.and his wife, Selina Dale;:-:
run Silver. Rose' Enterprise itni th6�i�
nnrthvrest�comei 6f:the$rivate_Iy-1�
Built in 1914, - the_� former bus It`
garage closed 5V��
yearsofdsi�ahldw;as converted to a�_
T
,':'NW,ioine of.thli r4's
question the conversioni1heywant-
to-Jaiam How. thorough was the
deanupf:
, 1 4-
�,�.Were, all.ihe oil �oue*c Pi
y capped! Are there,undis�-,
A storage�tanks beneath,�,�-
IS enffial]l or inside its crawl M,
ways? "o
r�uclt waste oil has migrated
irul 6oz6d thioughthg soil like a tox--- -
16 lti�a fl6w?,'
The Seattle firm thatha. .. an
I SM I 1='
MMt6i4fikained-july-sad e
havi fiothiog to worry about.
PIMW�'convdrsion.vvas� com-
according to code, said Con-
nie Strider, senior property max?ltg�-
er with Loft Management Service,
See OX-,
bt�wkpW, this section
�A
,.tLung,siory,,,anp
,�s N �1; . , 1. � I �yelarsofyemc ecaues
0 Jzagoat "at is
M?"itn!!n �g now th
�'Shopplrtg Conterhave left an,..*..
-An empty 1U,UUU7gallon tanx was dUavered in tj)e rear of oily amell.'Stephon found what
a oil seepage In the
appears to b
4;.,ta n ii thi`triin!'�,� 6 bl�ll d
",building's 6raW space'.�-
d—du W m bull lull
�g
In'a" 119"i LEFT: Years of automotive' ae'rc
';ivide have left an oily legacy In
soil hid'64i . n fou .. nd I aroun , d the smaller tank.,The litter urged,�,
1fi 'ers to re di 6%re ih dtilh6m I nation 1" �-Rp n- 'a'spois'l b I ,the Militoilm Shopping Center In'
4*�:Edmonds. 11hitarfeed ph
tiles of
W�i'ribgg:_�iaWlti had tliin"pium- p68 �4d'�ashled:iutiil tle�r Mr6ntsj,� -7 the bus mierk, 16cluding this
db!,16yt:th�b_uild1Ags neis, thin Unlverift�WA Ban a d to�; 'one, aro*p6sted at the mall..
Tthe lnaT� Sol!V,
'a ' - " " . _H W
ng n
!a to
tact�*,'O#v Eol* d. ng tho'bo i In 't
.a V1
12-y§ars"6967 "I r
Fi
fal T
i`.` A`
_humb�,,ii .-for."I or..
'ByBonTHows cended ihe,*atAt8rh1m46gb-i�,d bergh and others connected with his -
AssociatedPim w�med'thai sfie'�vudld be speiking:Lmovie while Harden noted that few
since it Writ:
for a long time "became I may never :'people had seen "Pollock
IDS ANGELES —"Gadiatot' won go up heir again.". open A in theaters the same week as
five Academy Awards on Sunday, in- % She clutched her fii�t Oscar and the.Oscar nominations, and thanked
cluding best picture and actor — said, -11iis is quite pretty.7 the voters for taking the time to re-
Ru&wfl Crowe — and Julia Roberts ;,��Tbe audience was armised by her view the v!d"es made
#v*ble:,
,�Dn the best actress trophy for her glee. 1 love the world. I'm so happy,".,:'. to thern.
Ed Harris, thank you for inviting
portrayal of,the law assistant who Rob6ns'squeaded.- ", 1A*
��ortapollutlngpower company Crowe, who seemed distract6d car- me to dim your passion,"she said to
.k 0 Monday, March 26i 2001 The Herald
r
�,,,_QUA -IN-SN
Oil: Fu'mes worry Edmonds tena�nts �
K,E IDANGER,
I
Os jjive�
Rom fte ]A evaluated by Sound Analytical Ser- are spreading it," Strader said.
vices, an independent Tacoma labo- When the couple gave Strader a
Milhown mail is indeed a former ratory
copy ofthe Mardi 20 environmental
garage, said Strader, 'but ifs been After viewing the rep6r� the prop- report they were given an eviction
used as a mail for 20 years without erty management firm issued a letter notice. They have until March 31 to S...
complaint." March 20 informing the mails ten- vacate their retail space.
Until the 1960s, scant attention ants that air quality tests would be Strader said they're being evicted
was paid to hazardous waste dispos- conducted and that a copy of the re- for non-payment of
nt
'e
0�
al, and few regulations governed the port had been sent to Snohomish But in a Feb. I letter, the couple
disposal ofpetroleum products. County Health District officials for, told Lorig Management they would A �<Tl
Disposing of used motor oil was a further evaluation. Results frointhe 'withhold reirt in an escrow account
simple affair. Dig a collectionlift a: tests are due back in a month, Strad- until the crawl space was cleaned up
to their satisfaction and their shop
stimp-andlitheitwithwood. Add a er said.
drain in the center ofthepit and sev. In a phone conversation. Strader wasfreeofodom
eral feet of thme-inch pipe to skirn ' acknowledged that there is some; Strader said Lorig has contracted
off the overflow, and then let the oil ;'times an odor in the gift shop's stor'.-with'an michistrial hygiene safety Evereft
drain afewfeet away directly into the . age room, but onlywhen the door to --c6risrultant to take air samples next
mal Stat on
soll. the crawl space is uncovered. month, and is examining a bid pro- L
Soon after the Stephen and Dale' ."Wedidritexpectanyonewasgo- posal from the environmental
firm
moved into Milltown in November, Ing to be removing sections of the that issued the report to dean up
the
Dale began complaining of a foul walls and crawling into the building crawispace.
'bing "I dont think this is going to be
odor inside their shop. She devel- crawl spam"Strader said. desm d
oped headaches, congestion and'd Stephen's explorations. good for the mail and the rest of the :7:"
recurring bloody those. "There
are no odors In the ilhop'tir tenants," f Strader said.- We dont
H& husband recognized the odor In th6 mA'. want anyone to have any concerns."
- motor oil fumes coming from the But Stephen and Dale areink the ' But tenants already have concerns
shop�s storage roorn: only Milltown tenants, store em- about the odors, about health issu&s ...........
ui
Inside the storage room is a door ployees or customers to lain of -surrounding the furnes, and abo
that leads to a ditee feet tall, 40 by 80-',., odins insid pmb- the fire hazard, GellE
e the mail or -r said
foot con
crete crawl space. Stephen lermi in the last few yeam Sandra "If this place catches fire, the
climbed inside. His explorthdons led Geller, who. runs Dolls, Bears & whole town could be leveled," she
to the discovery of two open, wood- Friends, previously occtipied-,the said. "This whole mail mid mosAt of
fined pits- two feet deep and awash ',"same retA space as the Stephenand the'people here want to knm
in of. Inside the one -by -three-foot ', Dale. Geller leased suite 16, the ixin- going on with the maIL"
pits he fourridjet-'black soil, offy tothe .;'taminated' retail , space, � for three Clark. who prepared the environ-
much. years.. mental report, said it's findings don't
In January the couple called the . During that time, Geller said that indicate if, or haw far, oil has rhifgrat-
Edmonds Fire Department Insliec- she and her. staff complained to ed beyond the contaminated crawl Qua ke,::1T.Rie.se4rch.,stfl
tor Mike Smith took a whiff of the Strader and the previous property space into the area!s surrounding
.odor coming front the crawl space, managers ofthe stench. Some work-, soils. 'FromPage1A :.,,.the eartlYs crust, Steele s
and sent an e-mail on Jan. 31 to Ed- !� ers'compldined ofheadaches, nau-, But given the porous, sandy loam crosses Pitget Sound from f
'monds Mayor Gary Haakensoh, cle-,;�. sea and dizziness. Gelleflcbpt sixfans underneath the mall,"it doesnl take� suit includes retrofitting bridges, ;,*sap Peninsula into north Edr
scribing- die, smell ��'thatof ofly�'--ruhhning inside-thesirm! 550-foot very long for contaminates to mi-
rag& I . I . 1. . . . I I ; high,;4aKand buildings'to with It could be a dividing line N
square retail space. grate," (lark said. stand shakin -two *distinct ' to call b&
& geo , gi
In February, the couple called an ��Y About 100 feet inside the mail, ;--, �7&eiiheri and others wonder ifthe "We're really working to build 'a' 'said. -
independent enviromitental firm to west: of the gift shop, employees,of.;, ground water is being contaminated. more disaster -resistant region," Aerial surveys'using mE
.take soil sam, les front Inside the Designer Consigner':have'' comm;,;.,, �,That may, not be the case, said Steele said. ;"l think everyone is,P imaging anfti�ers are gM
crawl space, a F, ninerservice and re-.;'_ plained * of"foul oclors'and slinflar Clark but his ipporrs findings incli- stepping up to the plate to at leastT,�., entists a better Idea ofwhan
pair area for buses. symptoms, said owner Joy Hill,-� ts care thattesting is wan -anted. planthe kinds ofactiviti6s we need,:�,;thesurface.-A'
The firrifs' report issued this When she moved irhto_the.r�tail Air rrionitors, to be placed inside. to meet that r1sk."'. Scientists also are begithr.
month,. revealed that soll samples *space sbryears a -sh -tited an the building nextmondi, should give i These are the twb 1661 faults sci� i�alizei from global position
from inside the crawl space had con- unpleasant odor, Ct it;Zj. a better indication of air quality iw, entists are unsure of. struments that the region is
centrations,of motor oil from 400 t6 .'.,."old buildingstriell." ',' -side themall. 0 The South Whidbey Fault �tt3ss;�il- ---.pressured from�tiv6 direcd
.1,000 times'greater than allowable "I'm using aerosols liki everyone'%�,,;.,, Even sittipg for 50 years, Petiole- thiiMukilteo area Ifeaded- once, causing seighnic activit
trinlresidtipi permeate the air, Clark southeasterlydirecdon- mthels- -,,-Activity In California is pi
rate Department of I fib, in
:tandards. Ei5ology safety!, else."shesaid.
10
said she was told bya'fonrier i' ithid.
land. Scientists have Identified evi"".. bregoir'Wid[", Washington,
Under those standards, the pres- �.bus inechanic.thit her- first-, floor "When i'k�in the ground it nev- dence of past selsinic acdvlty� but northerly' direction , about,
ence of more than 200 Patti per mfl-� shop sits, atop an old Oase collec-" er fullyabsdibs only about 40 to: - have been unable to ascribe a pasrt� ,minimeters or so -a year. I
lion6finotorthilinthe Ili
so is consi non pit 50per�entl4absorbed. Itstill has air- earthquake to the area:,,
ered unsafe for human health.' "Thafs where they used to *drive .:,- b6me qualities." Itioning. also shows th
, �:I. 0 The Darrington-Devils Moun-:-`octian plate is pushing the'
In laboratory tests, some of Mill- the buses in and wash all.the Which could explain the odor. .-, %- tain Fault crosses thi fioithern pair �-e- Ington land mass about 11
town's soil'samples measured up to off them," Hill said.. - � I!: - Milltorwrils'"health" needs to be ex'�'. '�.:of Whidbey, enterg Skagit Couiity.,'�Iimeters annuklijin an eastc
180,000 parts per million of motor-" . Strider said 'that Stephen, ahil."amin6d Clarksaid. . - , —5, ' . and travels southeast in Snohoifilsh-' I rection.'
off. Other chenticals were found in Dale's complaints have neeclkisly�,�,`:,-Ofl-sai�� cam Dan
ted,sofl is a ior County toward rffigt6n.': At-:. From whars knom about
excess of Ecology's standards, said. pocked some ofMMtuwn1s 15 retail - - known carcinogens," Clark said. 'though scientists have Identifled it" .,,. �A faults the :one that
Dave Clark. whose Everett firm, En- tenants. "Iri MY point of view, there the ....1the ui�e,qf#s ex�act�mute, thr-ough Seattle and Bellevu
y arenl s,
vironmental Technology Services, Other tenants are picking UP on to be 6 fun In dom"Ibere'6 too jStiileiaid;,;tt, -giose ch f1d r t
took the samples, and hald,thern the rumors because these tenants much here to 0OV.- 'Th int rval'
p. reoc i?n- omish un 'Ieslents
(die 96ith thilt-Miern. is *,, faults v�t the 6inty; Steel
virtually unknown,. he said. On the Loose soils in various parts
other hand, the Diirrifigto , n ty also increase the dar
coun
.:."of gravi interest and it need ifil, . damage from earthquakes.
vestigatlori:Mayb� it's the most itw-_-`� What Steele calls"crustral*
portant�structure in- the -north quakes, fafluris�in dhe eardh�
Sound area." �'really pose kind ofoiir wors
There's yet another surface fea- 'scenado earthquakes, " he
ture known as theKingston Arch They are relatively shallow,- I
tthat ay or may not be a fault In Ing the energy has less chanci
sykn(
Shot fro*
..M,,gr
THEWASHINGTON POST Kennedy's motorcade was er
to Parkland Hospital.
wAsHwGTON - The House But a new, peer -reviewed i
Assassinations Committee may In Science and justice, a qua
have been right after all: There.- publication of BrItairfs Foi
was a shot from the grassy knoll Science Society; says the NAI
That was the key finding of the el's study was seriously fl,
congressional investigation that having failed to take into ao
1:� T concluded 22 years ago that Pres- the words of a -Dallas patrc
Ident John E Kennedy's murder in that show the gunshot -like r
Dallas in 1963 was "probably ... occurred "at the exact instan
the result of a conspinicy" A shot John E Kennedy was assassin
from the grassy knoll meant that In fact, the author ofthe a:
two gunmen must have fired at D.B. Thomas, a goverrimen
the president within a split -sec- endst and IFK assassinatio
he
nd seqt hice, F Harvey Os_
0 searchei, said it was more th
apercent certain that there i
-77� Wald, accused f L g three shots
at Kennedy from a perch at the shot from the grassy knoll t
Texas, School Book Depository, right of the president's limot
CITY OF EDMONDS GARY HAAKENSON
MAYOR
121 5TH AVENUE NORTH - EDMONDS, WA 98020 - (425) 775-2525
CITY CLERK
C. I sq,
February 15, 2001
Mr. Del Hartman
201 5" Ave S
Edmonds, WA 98020
Re: Request for Public Records
Dear Mr. Hartman:
th
This letter is in response to your Request for Public Records dated February 8
2001, that was received by the Fire Department, You requested copy of files
from the Fire Department regarding any complaints of oil smell and violations at
the Old Milltown Mall.
Copies of the Fire department inspection records for the Old Milltown Mall are
now available for your review. Please contact the City Clerk's Office to make
arrangements to review the records. The telephone number is (425) 775-2525.
We are located on the first floor of. City Hall, 121 5 th Avenue North, Edmonds,
office hours are Monday through Friday, 8:00 a.m. to 5:00 p.m. (Please note that
Monday February 1 9th , 2001 is a holiday and the offices will be closed.
As for your request for as builts, a research by the Building Department and
Engineering Department showed no as builts on file.
I would also like to make you aware that there is a charge for copies; the first five
copies are free with a $.15 charge for each additional copy.
Yours truly,
Huda Olsen
Sr. Office Assistant
I
Vike� 6,mithi- Senior Inspector
cc:
Jeannine Graf, Building Official
Danielle Gilbert, Engineering Tech
Incorporated August 11, 1890
.qkfor Clfxy - HpldnAn JAnAn
A
LORIG MANAGEMENT SERVICES, L.L.C.
Real Estate Management Services
MARKET PLACE TOVVER� STE. 270
2025 FIRST AVENUE
SEATTLE, WA 98121
PHONE: (206) "11-311T1
FAX: (206) W-3`178
E-mail estrader@jblsea.com
FAX # .425-775-7721
PAGE I of 2
DATE: 02/09/01
TO: Mike Smith
Edmonds Fire Department
FROM: Connie $trader
Sr, Property Manager
RE: pld Milltown
Enclosed is the verification of the fire door inspection.
00:GT TO,60 93A TOa STE
�4 *
i
og/08/ol 14;28 PAX 4257714422 ABSCO Alarms Inc Q02
Fab 06 (11 10:13a Pioneer Door (425) 771-9233 P.1
FIONEFA DOOR, IN& zi.10-i96111 STRECT S-W
LYNNW00D. WA- 98036
Phone 425-771-2939
FAX 425-771 -913 3
rebruary 06. 2001
To: Eric. swn
Absco Alarm, hic
Re: Fire Door Test Drops
Project: Old Milltown Building
sit, & maill
Edmonds, WA
'11is is to cenify that (4) four f1re doots were sucessfully test dropped and reset on
i 1 1! 10100 at the above location
Authorized Sign4ture;
00:ST TO,60 93A EOJ GTE
Smith, Mike
From: Smith, Mike
Sent: Friday, February 02, 2001 2:07 PM
To: Haakenson, Gary
Subject: RE: Old Milltown/Smells
----Original Message -----
From:
Smith, Mike
Sent:
Wednesday, January 31, 2001 5:14 PM
To:
Haakenson, Gary; Tomberg, Thomas
Cc:
Westfall, John
Subject:
Old Milltown/Smells
I received a call from Larry Stevens, a tenant, regarding a bad smell from under NE section of the complex. I
contacted him at around 1530 hrs today and took a whiff from in the crawl space area next to his business. I would
describe the smell as that of oily rags. Due to the darkness I did not see any signs of contamination.
In checking through our files I noted 2 LIST had been decommissioned in Nov. of 1989. In looking at the paperwork I
would guess the tanks were pumped, rinsed, possibly filled and then abandoned in place.
I placed a call to Lorig Management Services who manage the complex and left a message with Connie Strator to call
me back.
I will call Mr. Stevens back and refer him to the EPA after I speak with Connie.
It should be mentioned that the DOE was involved in the decommissioning in 89/ Joseph Hickey's name and business
card are in the file.
2/1/01 1 contacted Connie by phone today and discussed the smell issue with her. At her request I faxed her some
notes from our Old Milltown file regarding the tanks and their decommissioning. I also told her that I felt this issue was
not a Fire Department problem and should be looked into by her office or the property owners. The complaintant may
have already called the EPA but I wasn't sure of that.
2-2-01 1 called Larry Stevens and left a message with the above information.
CC: to file and Milltown Merchants Assoc.
0-� ED.
. . . . . . . . . . .
. . . . . . . . . .
01�kfi
City of Edmonds FAX
Fire Department COVER
Date:
Number of pages (including cover):
To:
t—o �2 1 (e 114
From:
Edmonds Fire Department
121 - 5th Avenue North
Edmonds, WA 98020
Phone: (425) 771-0215
Fax Number:
Fax: (425) 775-7721
A: WardiFomull
1 - Wbe
Smith. Mike
From: Smith, Mike
Sent: Friday, February 02, 2001 2:07 PM
To: Haakenson, Gary
Subject: RE: Old Milltown/Smells
----- Original Message -----
From: Smith, Mike
Sent: Wednesday, January 31, 2001 5:14 PM
To: Haakenson, Gary; Tomberg, Thomas
Cc: Westfall, John
Subject: Old Milltown/Smells
I received a call from Larry Stevens, a tenant, regarding a bad smell from under NE section of the complex. I
contacted him at around 1530 hrs today and took a whiff from in the crawl space area next to his business. I would
describe the smell as that of oily rags. Due to the darkness I did not see any signs of contamination.
In checking through our files I noted 2 UST had been decommissioned in Nov. of 1989. In looking at the paperwork I
would guess the tanks were pumped, rinsed, possibly filled and then abandoned in place.
I placed a call to Lorig Management Services who manage the complex and left a message with Connie Strator to call
me back. t
I will call Mr. Stevens back and refer him to the EPA after I speak with Connie.
It should be mentioned that the DOE was involved in the decommissioning in 89/ Joseph Hickey's name and business
card are in the file.
2/1/01 1 contacted Connie by phone today and discussed the smell issue with her. At her request I faxed her some
notes from our Old Milltown file regarding the tanks and their decommissioning. I also told her that I felt this issue was
not a Fire Department problem and should be looked into by her office or the property owners. The complaintant may
have already called the EPA but I wasn't sure of that.
2-2-01 1 called Larry Stevens and left a message with the above information.
CC: to file and Milltown Merchants Assoc.
City of Edmonds
I I E CORRESPONDENCE )
TO FROM DATE
SUBJECT OkD M141-- ITWAd 14&"D 4VA-D 9:!FZ
4,01VIe 0,--A.Ir A19010b-X7y *vD lovelavc 7t::, -/,YtF/
7797411<-J. , <::Zq
—rV3)V I*JD -7-*4XV7
IN abO1049>Z
.46e-12,oj5 XALeY 6vef 7- -W
14OW 7-WE 010,06'�Z
pv+, Joe
-T7Yrt-,-Y-E wca."c--3
110 PLWCJ'7 6VT- -r7/e o*12t- 1"l?l4a4ft-
,rr LA.,'i*- P,6 /C7 bAlt 7ir,, ;7- wt-�s -m
Ae-e tiv-r c0P74mIlv#XwP vvq'Oly 11'r
40w, /I C-60L
Fok IVA46
Remaue-1*4
1-1,// ?
r
IA4AL
F,�,, -?
0
----;-44#01� S"
lt5 .
19
Joseph Hickey
Contaminated Site inspector.
Hazardous Waste Investigations & Cleanup Program
Department of Ecology
Northwest Regional Office
4350 - I 50th Avenue N.E. 206/867-7202
Redmond. WA 98052-5301. FAX 867-7098
3
Steven R. Bruce
Michael H. Voss
Commercial Real Estate
Loan Officer
ENVIRONMENTAL
"Treatment by Design"
19730 64�1) Avenue VVest
S�,,& �02
Lynnwood, V%loshington 98036
TEL: (206) 775-8750
FAX: (206) 672-8244
Universiq
SavingslBank.
Administrative office
6400 Roosevelt Way N.E.
Seaule, WA 98115-6618
Phone: (206) 526-1000
0
NbrNhwwt
EnvkwService
Ince.-
DATE:— -ILE
To- Whom 'it'maY 'concern:
I t 0 OCK)) t 0,0o
This letter in to certify that this tank(s.), size(s);
16 ........... .
have been pumped and zArtsed for rsmv)OW.
tzl'
Work was preformed at_2L
f or
Sincerely,
NORTHWEST ENVIROSERVICE, INC.
.,"Underground Tank operations
4011
*Note: This letter does not -certify that the above tank(s) have been cleaned�:,'
for disposal or be considered.gas free.
E t D
.44
NOV 271989
EDMONDS FIRE ptff.
P.O. Box 24443 S081110. WA 08124 Plww. (206) 622-1090 Tol Frep- 1-600-521-0714 1 Ext. 190
eM
SOUND -TF—STING, INC.,
MARINE'CHEMIST. CERTIFICATE
P.O.-BOX 16204 SEA'qLra,,WA 98116
(206) 932-0206
_'SE.�` L JVO,e�
5i L fT r- R
Survey Requested by
vessel Owner or Agent
Date
0
L L L—D 1120
A
V
Vessel,
.71401-rs,
Type of.Vessel
.,M. asset
Specific Location of
Aik%
WL LIS,
I for L
(L
:rirne Survey Completed
-UILE-
Last Three (3) Carg 5
I Test Methilett
V
K
.-T KI
C: A�. C f_�;
C
G FAN Te%,
Y.
kA li,�T
7l
VE
IRS
7-1-71 _'17-Z'r
t
h
ifindt io�,llirilirilpuliltietih 6f valv9st0j. cloillutre.isequIpment tending tL, after 'conditions in' plipe'll'iss, tain
Its
, S refief jIIV approved In this Certlfic�al*, requires Inspection and endorsement or reissue ot4itio
ublec�tici 'a a c mulation! unless specifipq
and.similarly enclosed appurtenances shall be considered "not selfe"; unions, oth
as, van -heatilig coils, valves,
affected. All Ii ts; %
designated.
STANDARD SAFETY DESIGNA11ONS
I� m#N.a0d th t; (b)
er
If ia r I i lie i it or space so de si get ated.+ (a) the oxygen cut 'left I -Of it i e at mosp here is at l6ast er�:
SAFE FOR WORKERS. Means that '"Jile CO (c) the residues'are 1101 �apabl in f ai ildW itling atmosp er c
ntrat�oni:-and that, _epf.prc�du� 9 toxic n
toxic nia.-P-rs _7 irl-7111i.oSphere are wql1qJ permissible conce
14�.J.,M'or ate
cbridillot 'viiiiili� I Ine Cheiritit...as Cerlific
or Workers has not een eV
afe I
R fQ`11`56s"' tit or space so designated. the fequirerneillS of S
W�&kli 5- that lei the comparti . ne lb� voluma.-.with th cep�ion of
"a x
ritent of the atmosphere Wat least 19.5 percen�
WOW *mpartment so.clesignated: (a) oxygen co
: 0 at
nd that, 1b) the con
SAFE FOR HOT Means that in the c to be perf6rmed; a centrationofflamn ble materials. irf the atmosphere +isteloitiir�l 0�piircdn= e
inerte8 spaces or wFe—re external hot work is i 'a ' atriiil��SiiIW6 6d
centration than I ermined by -16) above undir exidting' 6 iv
al�es have beetvpleaned-jll�lcl�ently:ip preyqnt
fla"mmable limit; and that, (c) the residues are not capable of producing a higher.con (d) all adjacent sp
hemist's Certificate; and further. that'r I a.-
ted on the Marine C M Or fire room bilges. haye,"O',�re#!ed iti'laccorclance"W
presence of fire, and while maintained as direc if tanks, or engine too
the spread of fire, or are satisfactorily inerted, or, in the case of fuel tanks, or lubeo
Marine Chemist's requirements.
ements of Safe for Hot Work have not beeg,in#u
NOT SAFE FOR HOT WORK. Means that lei the'conepartment so designated, the requir
designated: (a).ha il eSteo,
its and spaces of:the flammable cryogenic liquid carrier so, yebee.I.X...P.Stecl,
iat ihe conippr --'r,fi ... in . mabld-le
SAFE FOR REPAIR YARD ENTRY. Meal's If tinell
F p results indicate the atm6slliheere tested to be above 19 5 percent oxygen. and less than-10 p�rcent oUthe�10tiv�r4fiiffiiiiabld
e ote ing stations. an
r m �106-1 980C . ontt . 0,'1
Inerled. nalIV cleteiritim -. ed . that a 11 spaces lei file foregoing list are lei accord6ndtWith NFPA
CHEMIST'S ENDORSEMENT'.Thjs is to certify that I """' �:, * , , 1. ,
h j.-ro its assigned designation.
Hazard
s oil Vessels and have found the cond tion - o eac
st"
I ilime -file nspection:
-3 of NFPA.,306-1980 This Certificate is basee) oil coridd.00i e'"s i
The'undersigned acknowledges recei lorth�.was -comvleties-,�a.,d :is lead barcl ith 'all life 0.#*
pt of this Certificate under Section 2
no understands conditions and limitations under which it wa� issued."
s ct.olls::
to tru
t kgne
Signed
N
%
0
W623 - 32nd St. S.E., Everett, WA 98205
P.O. Box 5308, Everett, WA 98206
Everett Phone: 334-5017
334-5018
From Seattle: 743-6140
FAX: (206) 334-5041
BUJARDIN1101 PROPERTY. MANAGEMENT, INCE
AN ALLEGRE ENTERPRISE
September 11, 1995
Mr. John Westfall
Senior Inspector
City of Edmonds Fire Department
Civic Center
Edmonds, WA 98020
Re: Old Milltown
Dear Mr. Westfall,
This letter is in response to your notification of July 14, 1995 and extended as of
August 14, 1995, of items that were required to be repaired to bring the property
into compliance.
A. Install blanks in electrical service panel (next to Muzak amp). This work has
been completed at this time.
B. Repair exit sign bulbs (by Bears and Bunnies). The bulb has been replaced.
C. Provide a complete enclosure for electrical boxes (Peppermint Patties). This
work has been completed.
D. Patch or repair hole in ceiling (Peppermint Patties). This work has been
completed.
Thank you and if you have any questions or other concerns, please contact me at
#334-5018 ext #310.
XSi erely,
ere'y
aye il arreft
Property Manager
cc: inspection file
RIEC E � V E D
SEP 13 1995
IMAONDS FIRE DEP7
EN
No
development / construction / management 112t
4�1
FIRE PREVENTION
OP DMONDS SAFETY SURVEY
CIVIC CENTER EDMONDS, WASHINGTON 98020 (206) 775-2525
FIRE DEP ARTMENT
FREQUENCY
SHIFT & STATION
LOCATION:
201 ZTH AV
S
A :1,
?
BUSINESS.NAME:
01-11 MiLLTOWN
C"CIMPL.E.IX
HONE:
SCHEDULED-
DATE DUE I- 7/0J../96
MAILING
),Joe
2-1-70
T;a--;02207B203
ADDRESS:
1,,fv./ WA 9806
BUSINESS OWNER:
HOM
EMERGENCY-1:
KIL-
HOME FtiON
KEY ACCESS-2:
'
HOME PlHONE-.'.
M, R YES NO
NEE�DFD
INITIAL INSPECTION DATE
PERSON CONTACTED:
NAME OF INSPECTOR:
7
f I
-�7
CITY OF EDMONDS
CIVIC CENTER - EDMONDS, WA 98020 - (206) 771-0215 - FAX (206) 771-0208
FIRE DEPARTMENT
DATE: September 27,1996
TO: Dujardin Property Management
Old Milltown Complex
P 0 Box 5308
Everett, WA 98206
SUBJECT:
PERSON CONTACTED:
OLD MILLTOWN COMPLEX
BARBARA FAHEY
MAYOR
In our continuing effort to promote Fire Safety and Prevention within the
community, your Fire Department conducts regularly scheduled "Fire Safety
Inspections" of all businesses and multi -family occupancies in the City of
Edmonds.
You are to be congratulated on the relative good condition of your occupancy
in regards to fire safety. Attached you will find the item(s) that were noted
during our inspection which require attention to bring them into compliance with
the minimum standards adopted by the City of Edmonds.
A re -inspection will be conducted after 30 days to confirm that the listed item(s)
have been corrected.
Any overlooked hazard or violation of the fire regulations does not imply
approval of such condition or violation. If you require additional information or
assistance, 'please contact this office by calling 771 �0215, Ext. 30 1, between the
hours of 8 a.m. and 5 p.m., Monday through Friday.
With your cooperation, we can have a safer community through fire prevention.
Si ycer
J In J.
i lor I
or I
Enclosure
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
CITY OF B0MONQS
.�
' FIRE DEPARTMENT HAZARD FORM
---- ---------- ------ ----
BUSINESS NAME° ~ ^ ~ °8LD y1ILLTOWN COMPLEX DATE INSPECTED
-------------------------------- -------------------------------------------
, HA Z A R D S
------------------------------------------ ---------------------------------
1~Tzip-teot for automatic roll -down fire doors required. Please
coordinate with the Fire Prevention Office at 771-0315.
^
2, ELECTRICAL BOXES SHALL PROVIDE A COMPLETE ENCLOSURE FOR ALL
' THE WIRES, CONDUCTORS, CONNECTIONS, SWITCHES AND OUTLETS.
REPLACE ANY DAMAGED OR MISSING COVER PLATES FOR ELECTRICAL
JUNCTION BOXES^ OUTLET BOXES AND SWITCH BOXES* (Northwest stairwell)
3^ REPAIR OR REPLACE BURNED OUT OR INOPERATIVE EXIT SIGN
LI6HT(S)^ THEY SHALL BE MAINTAINED IN OPERATING CONDITION TO
ENSURE SAFE EXITING.
4~ EXITS, STAIRWAYS AND ACCESS TO EXITS SHALL NOT BE OBSTRUCT-
ED* A CLEAR AISLE TO YOUR EXITS MUST BE MAINTAINED, (Stairway -
northwest ceiling)
5° PROVIDE CLEAR AND EASY ACCESS TO ELECTRICAL SERVICE PANELS^
GUARDLAN SECURITY SYSTEMS
1743 First Avenue South e Seattle, Washington 98134
FOR SERVICE CALL: 622-6545 or 1-800-282-6998
Lic. # GUARDSS233K5
Fire Department
CONFIDENCE TESTING
FIRE ALARM SYSTEM (CTF-8)
Date of Inspection
Facility- OW 129-1a7DWA� AAM,
Address S" .
BuildingOwner W161111714JUo-111"I ((_ff1V4- 1711W-_�"Z
MAIN FIRE CONTROL PANEL CHECKS
I-o4nnual
El Semi -Annual
1. Control Panel Manufacturer 4Wyz6T_A
2. No. of Initiating Circuits 11 No. of Signaling Circuits
3. Static Battery Voltages: #1 1,3 25-#2 — #3 #4
4. Battery Voltages Under Load w/Signal Devices Operating: # #2 #3
_
#4
5. Charge Circuit Voltage: !V �!7tq Battery Test Duration:
/, 2,e)
mins.
6. Trouble Signal w/AC Power OW, ' — �
El Yes
eNo
0 N/A
7. All Circuits Operate Satisfactory On Standby (Battery) Power.
KYes
El No
0 N/A
8. All Circuits Operate Satisfactory On AC Power.
Rryas
El No
C1 N/A
9. All Circuits Checked For Electrical Supervision:
�?Nes
0 No
11 N/A
10. Control Panel Checks Made Per Manufacturers Instructions:
;m?Yes
0 No
F-1 N/A
Phone#
El Quart El 81-Monthly El Acceptance
Model e-- X4. -A 1
M
11. All Auxiliary Equipment Operates
(Elevators, HVAC Fan shut down, Door closures, Vent dampers, Etc.):
0 Yes
0 No 0fl/A
Explain:
12. Does Alarm System Meet Audibility Standards:
-EIYes
0 No 0 N/A
Explain:
13. Monitoring Station Alarm Circuit(s):
O'Yes
El No El N/A
Explain:
14. Alarm Delay Function (if Installed) Operates Property:
0 Yes
El No 24/A
Explain:
15. Panel Key Available:
-tTYas
El No El N/A
Explain:
16. Operating Instructions at Panel:
L;?Yes
El No 0 N/A
Explain:
17. Test/Service Record at Fire Alarm Control Panel:
oeYes
El No If no, where filed?
EQUIPMENTTYPE
NO. OF UNITS
RESULTS NO. OF UNITS
TESTED
A/
4/ IN BUILDING
Bells, Horns, Chimes, Voice Alarm Speakers
Yes
No
Visual Alarm Devices
PA/11C4,
Yes
No
Heat Detectors
Yes:6—
No
Smoke Detectors
Yes
—
No
Manual Pull Stations
Yes
—
No
Trouble Indicators
IVA
A144—
Yes
—
No A —
Annunciators
Yes
—
No
Auto Door Unlocks (Fail Safe Operation)
Yes
—
No
Auto Door Release
Yes
—
No
Fira/Smoke Dampers
Yes
—
No
Firemans Phones
Yes
—
No
Public Address System
Yes
—
No
Elevator Capture Phase #1 RECEiVLU
Yes
—
No
Phase #2
Yes
—
No
Ventilation Controls -Operate
Yes
—
No
Generator Starts SEP 12 1996
Yes
—
No
Automatic Sprinkler Flow Switches
Yes
—
No
Automatic Sprinkler Supervisory Switches 'Pon NDS FV-- r"r'0-7,
Yes
—
No
Automatic Sprinkler Valve Tamper Switches
Yes
—
No
Control Valve Supervisory Switches
Yes
—
No
Exterior Water Motor-Bell/Gong
Yes
—
No
Fire Department Monitoring
Yes
—
No
Monitoring Station -Signal received
Yes
No
Name of Alarm Monitoring Company
Gd&04AA..-,'
Other
Yes
—
No
This Certifies that this fire alarm system has been properly inspected for reliability to cover the items listed in this report, is consistent with fire alarm
buildl 9
maintenance standards, discrepancies are noted and have been reported to the Ow r for corrective Action.
Signature of., Facility OwnerlManager Signaturg of: Ins ct chnician
,ev& "19'e677dC L'ala '
Electrical License # Technician Certification #
Problems Found:
V4Z�0(+J 14-11LL
6,"E otz, ,olz q.At,.
Date Corrected
By:
White - Fire Department Canary - File Copy Pink - Customer Goldenrod - Panel Copy Green - Service
Rev. 10/16/95
0
0
OUJARK)INSUDEVELOPMENT COMPANY
AN ALLEGAR ENTEWRISE
FAX TRANSMITTAL
TO:
FROM:
RE:
DATE:
Elp
1-U
9623 - 32nd St- S.E., Everett. WA 98205
P.C. Box 5308. Everett. WA 98206
Everett Phone- (208) 334-5018
FrOM S92MG: (206) 743-6140
FAX: (206) 334-5041
FAX#
RECEIVED
OCT - 1996
-11, 'Lill F1nF
I
'7 7&- /o-Z 9
Pages including transinittal sheet: Fax Operator.
00
so
development / construction / management
DUJARD-204LO
REPORTED BY OF
SUBJECT
ADDRESS:
CONCERNS/
t
HAZARDS:
7
(f 1-0 -'57
SIGNED
FoLLow-up: -
LL- DCOve-!; I L--7 1,Aj
6pue-�-v c'-V
-7-0
7-77'�O'V6/7'1� L-ff-Vft—
L7
60M /14
7-0 AJI-56 L_j I-) It-
'71�
SIGNED
City of Edmonds * Office of Fire Prevention
`4-ANN001" lz�
8 9 0 . j9q
CITY OF EDMONDS
1:1VIC CENTER e EDMONDS, WA 98020 e (206) 775-2525
FIRE DEPARTMENT
Mr. Ed Watts
Commercial Investments
924 Bellevue Way N. E.
Bellevue, WA 98004
Dear Mr. Watts,
0
June 29, 1988
ING
SEP 2 7 1989
LARRY S. NAUGHTEN
MAYOR
SUBJECT: MILLTOWN BUILDING,��50-5TH AVENUE NORTH, EDMONDS, WA
Information
When remodeled in June, 19 73 - classified three buildings:
Building
A (Soup's On)
411x1251 5,100
sq
ft -
"A" 5,100
Building
B (Main Bldg)
100'xil0l 11,000
sq
ft
2nd
less roof
8,700
sq
ft
- "B" 19,700
Building
C (East Bldg)
2,770
sq'ft
2nd
4,600
sq
ft
- "C" 7,370
Total
32,170
Building B further divided by 2 hour separation
East 11,000 sq ft Three roll up doors
West 8,700 sq ft tunnel, top of stairs
and inside restaurant
Construction type V-N
1973 Requirements
1. Underside of west portion of Building "B", 2nd floor to be
protected with fire -retardant paint. G hour)
2. Building A -south exit corridor walls to be 1 hour with
1 hour self -closing doors, etc. (Letters: 06-13-73,
11-19-73)
3. Alarm system throughout.,
'4. No use of crawl space except if (as) provided.
Recommendations
Areas of concern at Milltown:
1. Lack of a sprinkler system, should be installed in Building
'2. Alarm system not approved - does not meet N.F.C. 72E,,.
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
�::o
, If
_FI )epartment
743'Fi Irst Ave'*n- 6e'S6 u'i ul No �CONFIDE'
GUARDLAN SE. SYSTEMS''�
146 a i Ttl ey,"
Washindt6n'9'8134 V401 �CONFIDE , E TESTING I
FOR SERVICE, CALL:`-622-6545'6r' 1466-282-69981 'FIRE AL R SYS�tEM'*,-('CTF-8)
L Lic. # GUARDSS233K5
Facility
04D MAZZ nW_A.Z
A7,06zz l';A I ftft
Ldress
oe
Building Owner Qj04m),OY7 I;.-j4YL. 77
P.hone#__77L/0 7
MAIN FIRE CONTROL PANEL CHEC
KS �Annual 0 Semi -Annual.
Control Panel 46WLdaA6r�i' C3 BI-Monthfy
IJ Acceptance
7.
77.
od;'
2. No. of Initiating Circuits No. of Signaling Circuits
Static Battery Voltagew
#3 #4 7�7:
4. Battery Voltages Under Load w/Signal Devices Operating: 7
#2 �3, #4
S: Chirge Circuit Voltagej .
rr_. �_ Z2022:1--,
.6.-Trouble, Signal w/AC Power Off. Epialn:
El Yes - ONo 'ON/A
X All Circuits Operate Satisfactoji6nii�4�b;��tt;���l�We
.7
__;.Exp1aIrc'_
S. All Circuits Operate Satisfactory On AC Power Yes"
No DIWA:
Explain-
;aliuperv*n:
K,
I (L Control Panel Checks Made Per Manufacturers %Lctions: EIN6' 13N/Ai�'
11. All Auxiliary Equipment Operates
7
_Re�ato,%
HVAdFan �hut down, Door closure Vent da
a, mpers, No - A Explai,
ta;, �,T,
-77.�7
,1;P"s Alarm Si�t4.iW-Niet-kud�bility eta NO N _-77M—
Monitoring Station Alarm Circuit(s): Is
,EF'Yas No WA Explairc-
4. - rm Delay Function (d Installed) Operates Propedr.,
0,N. 'lk
15. Panel Key Available; Explain:
/A
t��eYas s ONo '[1
16.6pe*ng InAru;6 Explain:
'IDN/A
ons at Panel:
_ _ - _ _._ _ __ ..—*. __. , -:L
7.�ast/Se iceRec rd at Fire Alarm Control Panel: Explain:
ry 0 'N �OeYes ONo
7X If no, where filed?
— --------------
EQUIPMENTTYPE
NO.OFUNITS RESULTS 'NO. OF UNITS
iqTED
Bells, Horns, Chimes, Voice Alarm Speakers
-7
-Yes%�_� No
&.I�A�arr� Devices 7:
Heat Detectors --Yes
Smoke Detmtori Yes A: No -
-4'rL7
Stations __.__YeS ----No
Manual Pull
71rouble lndici�tcjv
No
Annunciators
Auto Door Unlocks (Fail S�fj operatior)� --.'Yes-_ No
-.7
_77
Auto Door Release —LYes
f��Smoke Da pe Yes
rs No
Firemans Phones
P��uc- Aim-ress SWeLn Yes
Elevator Capture Phase #1 .—Yes, "No
Yes
No
fs-Operate -
Ventilation -No
:,!�?nerstoi Sbi Yes_ No--
� _ . _Lris _, :_L� " — �__ 7-1-7
Automatic Sprinkler Flow =wftches
%
Yes .�%No
0
Automatic Sprinkler Valve Tamper Swl�;hes_ --- 7 ---------
'Controi Val�i ":�Yei.
No
N,
Exterior Water Motor-Sell/Gong
-Yes—'
-Yes—. ..No.
g_v,
Monitoring Station -Signal received
as .-No
Yea _s<.
No
Othei
:No
Yes
This Certifies that this fire alarm system ha's been properly Inspected iori.eliabilit listed In thl . s're0ort, is consist6nt with fir� alarm
,y.to cover the. items
-�-malnienance standards, discrepancies are noted and have been reported to the bUI!d -Own Z for C r orrective Act!
�rpal!agerr on
:'7' 7'
lip L - 7�4_u,
Sig�
L)wn nager t
gnature ot Facility . erlma 'a
Aet,�77J
Techfildan Electrical License #
Technician Certification #
P blems Found'
roblerns Found: r �s AMA
PIP
J�U
'r 1.4 /_1 �00
T
I j:j:j:�:j
MEMORANDUM
DATE S-fiql-r5--
REPORTED BY L-
SUBJECT
ADDRESS:
CONCERNS/
HAZARDS:
FOLLOW-UP:
F745,p
OF
SIGNED
LD.
ri eS :? -z - IAI C_.,fu 71)
tb Ald
0 6 c- 7&�4 7-C
e
6w.� r
S--
Office of Fire Prevention
SIGNED
.6
j
0
HARVEY R. DODD & ASSOCIATES, Inc.
CONSULTING ENGINEERS
820 MINOR AVENUE NORTH SUITE 200
SEATTLE, WASHINGTON 98109-4420
SEATTLE: (206) 6812-1500 FAX (206) 682-2623
NATIONWIDE [TOLL -FREE): (800) 621-7300
October 26, 1989
Mr. Gary McComas, Fire Marshal
EDMONDS FIRE DEPARTMENT
505 Bell Street
Edmonds, Washington 98020
Subject: old Milltown Shopping
201 - 5th Avenue South
Edmonds, Washington
Dear Mr. McComas:
Center Structural Repairs
PRESIDENT:
BRIAN J, DODD, P.E.
PRINCIPAL:
THOMAS E. HAMMOND, P.E.
ASSOCIATES:
JOSEPH M. BOZICK, P.E.
E. FRANK HOFMEISTER PE.
ARNOLD L. LORVICK, PE.
JAMES R. PERRAULT, PE.
Thank you for meeting with me at your office on October 17, 1989 to
discuss the Fire Department's requirements for the proposed structural
repairs for the Old Milltown Shopping Center. You informed me that a
clear fire retardant spray had been applied to the exposed wood surfaces
of the shopping center in the early 1970's when the complex underwent
major renovation. Due to this, the fire department will require any new
exposed wood surfaces to be treated with such a fire retardant.
Additionally, such a fire retardant should be applied to damaged
surfaces of existing wood framing.
We have modified our drawings to include these requirements. The
following note has been added to the Structural Repair Notes on Drawing
S-1.
All new lumber (except as noted below) shall be treated (or
painted) with a clear Class A fire retardant coating such as
Albert-"DS"-Clear, manufactured by American Vamag Company. Any
existing exposed wood surfaces in the portion of the building
where the existing wood sheathing is to be removed shall have fire
retardant applied to surfaces which have been damaged. The
Contractor shall submit information on the type of fire retardant
to be used to the Engineer and Fire Department for review prior to
application. Fire retardant is required only on the exposed
(bottom surface) of the new T1-11 roof sheathing and is not
required for plywood or blocking above the T1-11 sheathing.
E L;
0 C T 1�1 '�! 19 8 9
EDMONn-,; FIRE DEPT.
have enclosed a copy of Drawing S-1 showing the modifications
;cribed above. Please call if you have any questions or require
additional information.
Very truly yours,
HARVEY R. DODD & ASSOCIATES, INC..
By: _ J.' 6,/.
Arthur' B. Schroeder, P.E.
ABS/mp
cc: Michael Voss
Jerry Saterlip
2
J
MILLTOWN BUILDING
201-5th Ave. So.
Permit Requirements
1
U .6ide of . 'west portion of.building B, 2nd floor to'.be,pr'otectled
nder Nft
with Alb, I fiie-7retardant paint, to provide sdb�tantiall
i, or ,equa y
"o ' tion.
1-HOUR fec
2.*2nd
floor construction of,building B, east portion can be rated
I 'H(XJR construction. (see'attached sketch)
Ali.-souifi';'eixit corridor walls to be I HOUR protected. enter-
ing -corridor must be solid core, self -closing. Doorsjp�directioh
of�ekit'tr'avel must swing out.
4.
Ade.quatd exit signs t0-bo posted to indicate exiftravel route..
5.
Roll -up door between east and west portions of building B must be
U/L labelled and equipped with fusible link.
6.
Wire glass.must melt requirements of section 4306..UBC.
Zi�
7.
0
New mason,; wall must be 2,HOUR rated (8" blick)'.
`B .
This permii is limited to that work shown on apVr0V6d,','dr'&wings,- and-'
acc . eptance of the work is subject to approval of pe6its foi,',balance
of build4ng.
9.
All new Nirtitions,to be I HOUR construction (5/81.1. gyp board, both
sides under any architectural treatment), Store fronts may' have
1/211 gyp-shiathing under finish.
10.
See accompanying Fire Department requirements.,
J
J 7
-_its
I P
�Aj
GENERALJFIRE RETARDANT IMPREGNATED
703-'5
NFPA 703
Standard for
Fire Retardant Impregnated Wood. and,
Fire Retardant Coatings for Building..
Materials
1992 Edition
NOTICE: An asterisk (*) following the ritimber or letter
designating a paragraph indicates explanatory material on
that paragraph in Appendix A.
information on referenced publications can, -be found in
Chapter 4 and Appendix B.
Chapter I General
I'I* Scope. This st . andard provides criteriaforAefihing
and identifying fire retardant'imprejnated� wood and fire
retardant coated building r��aterials.. ; :.. . , . . -
I'_2, Definitions.
Authority Having jurisdiction.* The "authority having
jurisdiction" is the organization, office or!'individual
responsible for "approving" equipment,. an installation or a
procedure.
Labeled. Equipment or materials to which has been
attached a label, symbol or other. identifying M�krkl of an
organization acceptable to the. "authority havi,ngjt;r,isd.ic-
tion' and concerned with product evaluation, that main-
tains periodic inspection of production of labeled equip-
ment or materials and by, whose labeling the manufacturer
indi . cates compliance with appropriate standardsor per,for7
mance in a specified manner.
Chapter 2 Fire Retardant Impreg4iated Wood
2-1 AppliciA . i6n. These requiremerits,iippily to' �,ptessure
impregnation treatments that reduce certain burning char-
acteristics of wood. Pressure impregnated lumber and ply-
wood shall be treated for fire retardance in accordance
with the requirements of the American Wood Preservers'
Association Standard Cl, All Timber Product-Presemative
Treatment by Pressure Process, as modified herein. Other
approved methods of impregnation of wood products pro-
viding at least equal performance shall also be considered
acceptable. t. . .
2-2 Results of Treatment — All Species.
2-2.1 Conditions of Material.
2-2.1.1 �Moisture Content. Subsequent to treatment, fire
retardant treated lumber and plywood shalFbe air*�clriecf or
kiln -dried to an average� moisture content of 19 percent or
less for lumber and 15 perc,prit,or less for plywood in accor-
dance with end -use requirements.
2-2.1.1w]. Air -Drying. When material is air dried it shall
no� be exposed to conditions that -could cause chemicals to
leach out. . 11 . ... I ; I
2-2.1.1.2 Kiln -Drying. During kiln -drying the dry bulb
temperature of' the kiln shall not exceed 16'F until the
average moisture content of the wood has dropped,to 25
percent or less. ...
2-2.2 Performance Rating.
2-2.2.1 Fire Hazard Classification. Material shall have a
flame spread index of 25 or less with no evidence of signif-
icant. progressive combustions wh ' en tested for 30 minutes
by the test listed in Section 2-3..ln addition,.th,e flame front
shall not progress more than 10.5 feet beyond the center
line of the burner at any time.during the tesL
2-2.2.2 Interior Type A. � Where experience demon-
strates a specific need for the use of materials with low
hygroscopicity, material shall have an equilibrium moisture
content of not more than 28 percent when tested in accor-
dance with the ASTM D3201 procedures at 92 2 percent
relative humidity.
2-2.2.3 Interior Type B. Where experience demon-
strates no specific need for the use of material with' low
hygroscopicity, the material shall have an' equilibrium
moisture content of not more than 28 percent when tested
in accordance with the ASTM D3201 procedures at 78 2
percent relati v*e humidity;
2'2.2.4 Exterior Type. Where material is to be used out-
doors subject to rainfAll or.subJeciecl*to sustained humidity
of 80 percent or more, material shall show no increase in
flame spread index when subjected to the standard rain
test described in ASTM D2998,' Standard Me . Mods for A cM-
erated Weathering of Fire Reta�rdani-Treated'Wood'for Fire
Testi — Method A..
�ng
2-3* Tests; Fire retardant treated,wood shall be tested in
accordance with NFPA 255, Standard Method of Test of Sur-
face Burning CharacterWics of Building Mater , ials.:
2-4 Inspection and Identification'. Inspec'tioitt'is re' i
quired
by an inclependerif and qualifted t6t agency that estab-
lishes the requirements for treatment relative to the pre-
ceding requirements. All fire retardant treated wood prod-
ucts shall be labeled by the testing agency certifying such
ratings.
2-5 Exposure. Design criteria for fire retardant impreg-
nated wood shall take into consideration, the -temperature
and humidity conditions to which the, rnaterial� will be
exposed. -
1992 Edition
APPENDIX B/INDEX
703-7
A-1-2 Authority Having jurisdiction. The phrase
11 authority having jurisdiction" is used in NFPA documents
in a broad manner since jurisdictions and "approval" agen-
cies vary as do their responsibilities. Where public safety is
primary, the "authority having jurisdiction" may be a fed-
eral, state, local or other regional department or individual
s . uch as a fire chief, fire marshal, chief of a fire prevention
bureau, labor department, health department, building
official, electrical inspector, or others having statutory
authority. For insurance purposes, an insurance inspection
department, rating bureau, or other insurance company
representative may be the "authority having jurisdiction."
In many circumstances the property owner or his desig-
nated agent assumes the role of the "authority havingjuris-
diction"; at government installations, the commanding
officer or departmental official may be the "authority hav-
ing jurisdiction."
A-2-3 Test methods similar to NFPA 255 include UL 723
and ASTM E84. Under the criteria of NFPA 255, the flame
spread rating is expressed numerically on a scale for which
the zero point is fixed by the performance of inorganic -
reinforced cement board and the 100 point (approximately)
is fixed by the performance of untreated red oak flooring.
Appendix B Referenced Publications
B-1 The following documents or portions thereof are ref-
erenced within this standard for informational purposes
only and thus should not be considered part of the require-
ments of this document. The edition indicated for each
reference is the current edition as of the date of the NFPA
issuance of this document.
B-1.1 NFPA Publication. National Fire Protection Asso-
ciation, I Batterymarch Park, P.O. Box 9101, Quincy, MA
02269-9101.
NFPA 251, Standard Methods of Fire Tests of Building Con-
struction and Materials, 1990 edition.
B-1.2 Other Publications.
B-1.2.1 UL Publication. Underwriters Laboratories Inc.,
333 Pfingsten Road, Northbrook, IL 60062.
UL 723, Test for Surface Burning Characteristics of
Building Materials, 6th edition.
A-3-4.1 The flame spread rating is expressed numerically B-1.2.2 ASTM Publication. American Society for Testing
on a scale for which the zero point is fixed by the perfor- and Materials, 1916. Race Street, Philadelphia, PA 19103.
mance of inorganic-rei n forced cement board and the 100
point (approximately) is fixed by the performance of red oak ASTM E84-1990, Standard Test Method for Surface Burn -
flooring. ing Characteristics of Building Materials.
Index
0 1992 National Fire Protection Association, All Rights Reserved.
The copyright in this index is separate and distinct from the copyright in the document which it indexes. The licensing provisions set forth
for the document are not applicable to this index. This index may not be reproduced in whole or in part by any means without the express
written permission of the National Fire Protection Association, Inc.
.C_ Inspection and identification .................................... 2-4
Performance rating ............................................. 2-2.2
Coating, fire retardant Results of treatment ............................................... 2-2
Class A Tests .......................................................... 2-3, A-2-3
Definition ........................................................ 3-2 Fire retardant coatings for building materials ............. 3-4
Class B Fire retardant impregnated wood ................... 2-3, A-2-3
Definition......................................................... 3-2
-F-
Identification
Fire retardant coatings for building materials ........... Chap. 3 Fire retardant coatings for building materials ................ 3-6
Definitions .......................................................... 3-2 Fire retardant impregnated wood .............................. 2-4
General information .............................................. 3-3
Identification ........... : *''** * ", ** ** ** * ... *''**** .... * 3-6
Maintenance of protection ....................................... 3-5
Requirements and application ................................... 3-1
Tests................................................................. 3-4
Fire retardant impregnated wood ........................... Chap. 2 Scope of standard ........................................... 1-1, A-1-1
Conditions of material .......................................... 2-2.1
1992 Edition
703-6 FIRE RETARDA&PREGNATED WOOD AND FIRE. RETARDANT COA* FOR BUILDING MATERIALS
Chapter 3 Fire Retardant Coatings for Building
Materials
3-1 Application. These requirements apply to fire retar-
dant coatings such as paints and other surface coatings
used to reduce certain burning characteristics of building
materials.
3-2 Definitions.
Fire Retardant Coating. A coating that reduces the
flame spread of Douglas Fir and all other tested combusti-
ble surfaces to which it is applied by at least 50 percent or
to a flame spread classification value of 75 or less, which-
ever is the lesser value, and has a smoke developed rating
not exceeding 200.
Class A Fire Retardant Coating. As applied to building
materials, shall reduce the flame spread to 25 or less and
have a smoke developed rating not exceeding 200.
Class B Fire Retardant Coating. As applied to building
materials, shall reduce the flame spread to greater than 25
but not more than 75 and have a smoke developed rating
not exceeding 200.
3-3 General.
3-3.1 Fire retardant coatings shall remain stable and
adhere under all atmospheric conditions to which the
material is exposed.
3-3.2 A fire retardant coating shall not be used for unpro-
tected outdoor installations unless labeled for such installa-
tions.
3-3.3 The classification of fire retardant coatings is appli-
cable only when the coating is applied at the rates of cov-
erage and to the type or kind of surfaces indicated on the test
report when the coating is applied in accordance with the
directions supplied by the manufacturer with the container.
3-3.4 These coatings shall be applied in accordance with
the manufacturer's direction.
3-3.5 The authority having jurisdiction may require that
the application be certified by the applicator as being in con-
formance with the manufacturer's direction for application.
3-3.6 Fire retardant coating shall not be overcoated with
any material unless both the fire retardant coating and the
overcoat have been tested as a system and are found to
meet the requirements of a fire retardant coating.
3-4 Tests.
3-4.1* Fire retardant coatings shall be tested by NFPA
255, Standard Method of Test of Surface Burning Characteristics
I of Building Materials.
3-4.2 Where fire retardant coatings are to be subjected to
sustained humidity of 80 percent or more or exposure to
the weather, certification by a testing laboratory must indi-
1992 Edition
cate that there is no increase in listed classification when
subjected to the "Standard Rain Test" described in ASTM
D2898, Standard Methods for Accelerated Weathering of Fire
Retardant -Treated Woodfor Fire Testing.
3-5 Maintenance of Protection. * Fire retardant coatings
shall possess the desired degree of permanency and shall
be maintained to retain zthe effectiveness of the treatment
under the service conditions encountered in actual use.
3-6 Identification. Each container of fire retardant coat-
ing material shall be labeled to indicate conformance with
the preceding requirements and shall include the manufac-
turer's instructions for application. .
Chapter 4 Referenced Publications
4-1 The following documents or portions thereof are ref-
erenced within this standard and'shall be considered part
of the requirements of this document. The edition indi-
cated for each reference is the current edition as of the
date of the NFPA issuance of . this document.
4-1.1 NFPA Publication. National Fire Protection Asso-
ciation, I Batterymarch Park, P.O. Box 9101, Quincy, MA
02269-9101.
NFPA 255, Standard Method of Test of Surface Burning
Characteristics of Building Materials, 1990 edition.
4-1.2 Other Publications.
4-1.2.1 ASTM Publications. American Society for Test-
ing and Materials, 1916 Rate Street, Philadelphia, PA
19 IV.
ASTM D2.898-198 1, Standard. Methods for Accelerated
Weathering of Fire Retardant -Treated 'Wood for Fire Testing
ASTM D3201-1986, Standard Test Method for Hyg-roscopic
Properties of Fire -Retardant Wood and Wood -Base Products�.
4-1.2.2 AWPA Publication. American Wood Preservers
Association, P.O. Box 286-Woodstock, MD 21163-0286.
C-li All Timber Product-Presemative Treatment by Pres sure
Process, 1991.
Appendix A
This Appendix is not a part of the requirements of this NFPA docu-
ment, but is included for information purposes only.
A-1-1 Fire resistance ratings.measured on an hourly basis
are not covered in this standard. To establish such ratings,
tests should be made in accordance with N FPA- 25 1, Standard
Methods of Fire Tests of Building Construction and Materials.
lul-M LIFE SAFETY CODE
-6-5.3 Interior Wall and Ceiling A Classification. 6-5.4.2 Interior Ofinishes shall be grouped in the follow-
ing classes in accordance with the critical radiant flux ratinLys:
6-5.3.1* Interior wall and ceiling finish shall be classified in
accordance with 6-5.3.2 based on test results from NFPA 255,
Standard Method of Test of Surface Burning Characteristics of
Building Materials.
6-5.3.2* Interior wall and ceiling finishes shall be grouped in
the following classes in accordance with their flame spread and
smoke development:
(a) Class A Interior Wall and Ceiling Finish. Flame spread
0-25, smoke developed 6-450. Includes any material classified at
25 or less on the flame spread test scale and 450 or less on the
smoke test scale of the tests described in 6-5.3.1. Any element
thereof, when so tested, shall not continue to propagate fire.
(b) Class B Interior Wall and Ceiling Finish. Flame spread
26-75, smoke developed 0-450. Includes any material classified
at more than 25 but not more than 75 on the flame spread test
scale and 450 or less on the smoke test scale of the tests
described in 6-5.3.1.
(c) Class C Interior Wall and Ceiling Finish. Flame spread
76-200, smoke developed 0-450. Includes any material classi-
fied at more than 75 but not more than 200 on the flame spread
test scale and 450 or less on the smoke test scale of the tests
described in 6-5.3.1.
Exception: Existing interior finishes complying with the above
flame spread ratings only shall be permitted to continue to be
used. -
6-5.3.3 Wherever the use of Class C interior wall and ceiling
finish is required, Class A or B shall be permitted. Where Class
B interior wall and ceiling finish is required, Class A shall be
permitted.
6-5.3.4 The classification of interior finish specified in 6-5.3.2
shall be that of the basic material used by itself or in combina-
tion with other materials.
Exception: Exposed portions of structural members complying
with the requirements for Type IJ1(2HH) construction per NFPA
220, Standard on Types of Building Construction.
6-5.4 Interior Floor Finish Classification.
6-5.4.1* Interior floor finishes shall be classified in accor-
dance with 6-5.4.2 based on test results from NFPA 253, Stan-
dard Method of Test for Critical Radiant Flux of Floor Coveting
Systems Using a Radiant Heat Energ Source.
1994 EDITION
(a) Class I Interior Floor Finish. Critical radiant flux, min-
imum of 0.45 W/sq cm as determined by the test described in
6-5.4.1.
(b) Class 11 Interior Floor Finish. Critical radiant flux,
minimum of 0.22 W/sq cm as determined by the test described
in 6-5.4.1.
6-5.4.3 Wherever the use of Class II interior floor finish is
required, Class I interior floor finish shall be permitted.
6-5.5 Trim and Incidental Finish. Interior�wall and ceiling
finish not in excess of 10 percent of the aggregate wall and ceil-
ing areas of any room or space shall be permitted to be Class C
materials in occupancies where interior wall and ceiling finish
of Class A or Class B is required.
6-5.6* Fire Retardant Coatings.
6-5.6.1 The required flame spread or smoke developed clas-
sification of existing surfaces of walls, partitions, columns, and
ceilings shall be permitted to be secured by applying approved
fire retardant coatings to surfaces having higher flame spread
ratings than permitted. Such treatments shall comply with the
requirements of NFPA 703, Standard for Fire Retardant
Impregnated Wood and Fire Retardant Coatings for Building
Materials.
6-5.6.2 Fire retardant coatings shall possess the desired
degree of permanency and shall be maintained so as to retain
the effectiveness of the treatment under the service conditions
encountered in actual use.
6-5.7 Automatic Sprinklers.
6-5.7.1 Where an approved, automatic sprinkler system is
installed in accordance with Section 7-7, Class C interior wall
and ceiling finish materials shall be permitted in any location
where Class B is required, and Class B interior wall and ceiling
finish materials shall be permitted in any location where Class
A is required.
Exception: Unless specifically prohibited elsewhere in this
Code.
6-5.7.2 Where an approved, a�tomatic sprinkler system is
installed in accordance with Section 7-7, Class 11 interior floor
finish shall be permitted in any location where Class I interior
floor finish is required, and where Class II is required, no crit-
ical radiant flux rating shall be required.
IAI-956
N
LIFE SAFETY CODE 0
it is not the intent to prohibit a smoke barrier from stopping
at a fire barrier if the fire barrier meets the requirements of a
smoke barrier (i.e., the fire barrier is a combination smoke
barrier/fire barrier).
A-6-3.4 * 1 The clearance for proper operation of smoke doors
has been defined as 1/8 in. (0.3 cm). For additiona * I information
on the installation of smoke -control door assemblies, see
NFPA 105, Recommended Practice for the Installation of
Smoke -Control Door Assemblies.
A-6-3.4.2 In existi ng installations only, a M-in. (4.4-cm) thick
solid bonded wood core door has been considered a satisfactory
substitute for a door with a 20-minute fire protection rating.
A-6-3.4.3 Where, because of operational necessity, it is
desired to have smoke barrier doors that are usually open
such doors should be provided with hold -open devices that ar'�
activated to close the doors by the operation of smoke detec-
tors and other alarm functions.
A-6-4.1.1 Areas requiring special hazard protection may
include, but are not limited to, areas such as those used for stor-
age of combustibles or flammables, areas housing heat -producing
appliances, or areas used for maintenance purposes.
A-6-4.2 For details, see NFPA 68, Guide for Venting of
Deflagrations.
A-6-5.1.1 The requirements pertaining to interior finish are
intended to restrict the spread of fire over the continuous sur-
face forming the interior portions of a building. Furnishings,
which in some cases may be secured in place for functional
reasons, should not be considered as interior finish.
A-6-5.2 Table A-6-5.2 gives a compilation of the interior fin-
ish requirements of the occupancy chapters (Chapters 8
through'29) of this Code.
A-6-5.2.2 This paragraph recognizes that traditional finish
floors and floor coverings suchas wood flooring and resilient
floor coverings have not proved to present an unusual hazard.
A-6-5.2.3.5 Previous editions of the Code have regulated tex-
tile materials on walls and ceilings using NFPA 255, Standard
Method of Test of Surface Burning Characteristics of Building
Materials. Full scale room/corner fire test research has shown
.that flame spread indices produced by NFPA 255 may not reli-
ably predict all aspects of the fire behavior of textile wall and
ceiling coverings.
Testing by NFPA 265, Standard Methods of Fire Tests for
Evaluating Room Fire Growth Contribution of Textile Wall
Coverings, uses a reasonable sized ignition source to show that
the material will not spread fire to involve objects remote from
the area of origin, and that the textile product will not gener-
ate sufficient energy to cause the room of origin to flashover.
Acceptance of textile wall covering materials should be contin-
gent upon qualification tests in which a specific textile/
adhesive pair has been evaluated.
A-6.5.2.5 Light -transmitting plastics are used for a variety of
purposes, including light diffusers, exterior wall panels, sky-
lights, canopies, glazing, and the like. Previous editions of the
Code have not addressed the use of light -transmitting plastics.
Light -transmitting plastics will not normally be used in appli-
cations representative of interior finishes. Accordingly, NFPA
255, Standard Method of Test of Surface Buming Characteristics
of Building Materials, may produce test results that may or may
not be applicable.
1994 EDITION
Light -transmitting plastics are regulated by the United States
model building codes; see, for example, the Uniform Building
Code, the Standard Building Code, and the National Building
Code. The provisions of existing model building codes provide
adequate regulation for most applications of light -transmitting
plastics. Where an authority having jurisdiction determines that a
use is contemplated that differs from uses regulated by model
building codes, light -transmitting plastics in such applications
may be substantiated by fire tests that demonstrate the combusti-
bility characteristics of the light -transmitting plastics for the use
intended under actual fire conditions.
A-6-5.3. . I It has been shown that the method of mounting
interior finish materials may affect actual performance. Where
materials are tested in intimate contact with a substrate to
determine a classification, such materials should be installed in
intimate contact with a similar substrate. Such details are espe-
cially important for "thermally thin" materials. For further
information, refer to NFPA 255, Standard Method of Test of
Surface Burning Characteristics of Building Materials.
Some interior wall and ceiling finish materials, such as fab-
rics not applied to a solid backing, may not lend themselves to
a test made in accordance with NFPA 255, Standard Method of
Test of Surface Burning Characteristics of Building Materials. In
these cases, the large-scale test outlined in NFPA 701, Stan-
dard Methods of Fire Tests for Flame -Resistant Textiles and
Films, may be used.
A-6-5.3.2 Prior to 1978, the test report described by NFPA
255, Standard Method of Test of Surface Burning Characteristics
of Building Materials, included an evaluation of the fuel contri-
bution as well as the flame spread.rating and the smoke devel-
opment value. However, it is now recognized that the measure-
ment on which the fuel contribution is based does not provide
a valid measure. Therefore, although the data are recorded
during the test, the information is no longer normally
reported. Classification of interior wall and ceiling finish thus
relies only on flame spread index and smoke development
value. The 450 smoke development value limit is based solely
on obscuration.
A-6-5.4.1 The flooring radiant panel provides a measure of a
floor covering's tendency to spread flames when located in a
corridor and exposed to the flame and hot gases from a room
fire. The flooring radiant, panel test method is to be used a . s a
basis for estimating the fire performance of a floor covering
installed in the building corridor. Floor coverings in open
building spaces and in rooms within buildings merit no further
regulation, providing it can be shown that the floor covering is
at least as resistant to spread of flame as a material that will
meet the federal flammability standard, FFI-70, Standardfor
the Surface Flammability of Carpets and Rugs (Pill Test). All
carpeting sold in the U.S. since 1971 is required to meet this
standard and therefore is not likely to become involved in a
fire until a room reaches or approaches flashover. Therefore,
no further regulations are necessary for carpet other than car-
pet in exitways and corridors.
It has not been found necessary or practical to regulate inte-
rior floor finishes on the basis of smoke development.
A-6-5.6 Fire retardant coatings need to be applied to sur-
faces properly prepared for the material, and application
needs to be consistent with the product listing.
Deterioration of coatings applied to interior finishes may
occur due to repeated cleaning of the surface or painting over
applied coatings.
APPENDIX A 101-257
Table A-6-5.2 Interior Finish Limitations
Occupancy
Exits
Access to Exits
Other Spaces
Assembly — New
Class A or B
A
AorB
AorB
Class C
A
AorB
A, B, or C
Assembly — Existing
Class A or B
A
AorB
AorB
Class C
A
AorB
A, B, or C
Educational — New
A
AorB
A or B -
C on low parti
tionst
Educational — Existing
A
AorB
A, B, or C
Day -Care Centers — New
A
A
AorB
I or 11
1 or il
N.R.
Day -Care Centers — Existing
A or B
AorB
A or B
Group Day -Care Homes — New
A or B
AorB
A, B, or C
Group Day -Care Homes — Existing
A or B
A, B, or C
A, B, or C
Family Day -Care Homes
AorB
A, B, or C
A, B, or C
Health Care — New A.S. Mandatory
A or B
AorB
AorB
C lower portion
C;in small indivi-
of corridor
dual roomst
wallt
Health Care — Existing
A or B
AorB
AorB
Detention and Correctional — New
At
At
A, B, or C
Detention and Correctional — Existing
A or Bt
A or Bt
A, B, or C
I or II
I or. 11
Residential, Hotels and Dormitories — New
A
AorB
A, B, or C
I or 11
1 or 11
Residential, Hotels and Dormitories _". Existing
A or B
AorB
A, B, or C
I or Ilt
I or Ilt
Residential, Apartment.Buildings — New*
A
AorB
A, B, or C
I or Ilt
I or Ilt.
Residential, Apartment Buildings — Existing
A or B
AorB
A, B, or C
I or Ilt
I or Ht,
Residential, 1- and 2-family, Lodging or
A, B, or C
A, B, or C
A, B, or C
Rooming Houses
Residential, Board and Care — See Chapters 22
and 23
.
Mercantile — New
A or B
AorB
A or B
Mercantile — Exist . ing Class A or B
AorB
AorB
ceilings — A or B
existing on walls —
A, B,-or C
Mercantile — Existing Class C
A, B, or C
A, B, or C
A, B, or C
Office — New
A or B
AorB
A, B,.or.0
I or 11
1 or II
Office — Existing
A or B
A o.rB
A, B, or C
In'dustrial
A or B
A, B, or C
A, B, or C
A or B
A, B, or C
A, B, or C
tSee Chapters for details.
Notes:
Class A Interior Wall and Ceiling Finish flame spread 0-25, (new) smoke developed 0-450.
Class B Interior Wall and Ceiling Finish — flame spread 26-75, (new) smoke developed 0-450.
Class C Interior Wall and Ceiling Finish — flame spread 76-200, (new) smoke developed 0-450.
Class I Interior Floor Finish — critical radiant flux, minimum 0.45 watts per sq cm.
Class 11 Interior Floor Finish — critical radiant flux, minimum 0.22 watts per sq cm.
Automatic Sprinklers — where a complete standard system of automatic sprinklers is installed, interior wall and ceiling finish with flame spread rating not over Class
C may be used in any location where Class B is required and with rating of Class B in any location where Class A is required; similarly, Class 11 interior floor finish may
be used in any location where Class I is required and no critical radiant flux rating is required where Class 11 is required. This does not apply to new health care facilties.
Exposed portions of structural members complying with the requirements for heavy timber construction are permitted.
1994 EDITION
14- J K L
k/ 6 P
023 - 32nd St. S.E., Everett, WA 98205
P.O. Box 5308, Everett, WA 98206
Everett Phone: 334-5017
334-5018
From Seattle: 743-6140
FAX: (206) 334-5041
DWARDINEUPROPERTY MANAGEMENT9 INCO
AN ALLEGRE ENTERPRISE
August 7, 1991
Mr. Tom Vonschuessler
C/o City of Edmonds Fire Department
250 5th Avenue
Edmonds, WA 98020
RE: Old Milltown
Dear Mr. Vonschuessler,
Per our phone conversation of today, please find enclosed
proof of the annual fire alarm confidence test conducted on
Old Milltown on August 16, 1990. Please also note that
Guardian Security Systems will be conducting its 1991 annual
confidence test of the system on August 16, 1991.
For your -information, I have also enclosed a copy of the
floor plan of Old Milltown with the new numbers assigned to
the tenants., The following is an updated.list of these
tenants.
UNIT I - .. TENANT
@f9
EDMONDS ANTIQUE MALL
RECEIVED
AUG 08 1991
EENONDS RRE DWM
development / construction / management
No
EN
112t
0
0
Mr. Vonschuessler, if you have any questions, please call me
at 334-5018.
;Si4nerely,
aye� el
Property Manager
cc: complex files
G)j M;/l-t-,owf7
j,q
0
ct-'�e-
W�
to e- 17
IOU
.2
CL
Arm 5
077.4Z AE Or
47
544
9MM-7,0
prrj4 -re beLf
L'Lf4or_p,
0
MILLTOWN
201 5TH AVE S.
EDMONDS, WA 98020
CARRIER ROUTE 2017
UPDATED: 12/07/90
SUITE
BER STORE NAME
ANTIQUE MALL
PROVINCES RESTAURANT
OH BEHM DESIGN
SHINN DES16N
JENNIE'S CRAFTS
j
K JJU KNIT & PURL
*f MAM'S
JP LAMBOS
Af VACANT
VACANT
BASKETTA
rn GALLERY NORTH
('-R-) MIRAGE
ol DUANE'S BARBER
S X -DESIGN 31
ROSE' BU�
PEPERMINT-PATTI
(u) SPEE'
,4SHOP
if BOOK TRADER
10 W SOUP'S ON
U.S. POSTAL SERVICE
E D AP, 0 D %S', VlA ql Sl
]RECEIVED
DEC 7 1990
'JEDMONDS FIR9 b0f;
nH CRAWL SPACE
Az-
N
4600 N
ROOF
f
UNEXCAVATED
MILLTOWN
201 9 AV S
MILLTOWN
SCALE 1'�--36 RAMP UP, c� 9
N 201 5P AV S.
LAV SCALE 1 -30
CAN 9-m
L� �LAV)
F-C, F,�
Ll"L
ROY
L
cp)
STREET LE VEL UPPER LEVEL
lo
q A)r 1 U, 6 OAP-b wea <.
P,0VINCcS fl.VS7WV/2-*Vr a4lZ66A
z6extl D67914IJ
DeS YO 3 1
FL.9;5 e D O-D
99 MOT PATI-F)
s r 0
oo Pl- -ne 0 D
'A
I R
I- G4LLGA4 A1091-H
I. m I A -A �E
.50 L46 o
0 *qF
0 9
February 22, 1990
MEMO TO: Jerry Saterlie
Acting Building Official
FROM: Stan Olsen
Senior Inspector
SUBJECT: TENANT IMPROVEMENTS - OLD MILLTOWN - UPPER LEVEL
After review, the Fire Department has the following requirements:
1. Provide three hour rated fire protection for opening between
Space #22 and #23.
2. Provide secondary exit from Space #23 by installing 1 1/2 hour
door with self closure opening in direction of exit travel.
3. Maintain eight foot wide exit corridors throughout boardwalk
area and 15 foot width in front of double doors - main exit.
4. Provide additional fire extinguishers, 2,A:20,B:C.
Locate: one outside office area and one in the center of
the wall between Space #21 and #22.
5. Provide exit signs for both doors leading to northwest stair-
way. Additional signs maybe placed on door stating "emergency
exit only".
MEMOHA/TXTBLE32
0
February 22, 1990
MEMO TO: Jerry Saterlie
Acting Building Official
FROM: Stan Olsen
Senior Inspector
N AUM101 0 1 1
After review, the Fire Department has the following requirements:
1. Provide three hour rated fire protection for opening between
Space #22 and #23.
2. Provide secondary exit fran Space #23 by installing 1 1/2 hour
door with self closure opening in direction of exit travel.
3. Maintain eight foot wide exit corridors throughout boardwalk
area and 15 foot width in front of double doors - main exit.
4. Provide additional fire extinguishers, 2,A:20,B:C.
Locate: one outside office area and one in the center of
the wall between Space #21 and #22.
5. Provide exit signs for both doors leading to northwest stair-
way. Additional signs maybe placed on door stating "emergency
exit only".
V-41W
S%
j
r
in i
PERMIT COUNTER
RAM p
5klTE ;Ll
rX
-/V
m
Flo 0,4q
04 D 14 1 L 1. 7'0 WIV 2,VD
#gs of 21--vlgo
#/- - "APPROX
I - /S
0
�Z'UJL , Lijuse certain premises situated
in Old Milltown, located at 201 Fifth Avenue South, Edmonds,
Washington, Snohomish County, the land for which is described
as follows:
Lots 1, 2, 3, 4, 5, 6, 37, 39, and 40, Blocl,, 121,, The
City of Edmonds, according to the plat thereof recorded
in Volume 2 of Plats, pages 39 and 40, records of the
Auditor of the County of Snohomisht State of Washington.
EXCEPT the East 16 feet of said lot 37.
TOGETHER WITH that portion of the vacated alley adjoining
Lots 1 through 4 and Lots 37 through 40, inclusive.
EXCEPT portion of the South half of said vacat . ed alley
lying adjacent to the EAst 16 feet of Lot 37.
All situate in the County of Snohomi'
Washington. sh, State of
�5f . -�I-
CA,LE S' F7 A*
S-11 I TF -2 -1 <-
jk
v -�g
4Z� 44
S t1l 7-E 2 2 A IVNt)< PIP* 050
AL4 S-rup WAA1.S
Ap
�SCAA E
p L f
i
/ c < ---
LAI
5(4vrE -21 PPDPo5ED
514)TE .�;ZJ 4,VV,':',K -o760-74��F:
STUO VAA.Ls
0
5t4,17-r.-' �2-0 p r!--pe--.5ed
5CALE
hll,Vlhfs4A? filSLF 4.OpEvlvC-�
STIFO tJ.QAI.S -7,7" H,&&
Wtrf-i 0 #74S
.37.r/U wnwliviW
I,,-
RAMP UP,.
M�
M�
., / - 0'
BAR
HARVEY R. DODD & ASSOCIATES, Inc.
CONSULTING ENGINEERS
820 MINOR AVENUE NORTH SUITE 200
SEATTLE, WASHINGTON 98109-4420
SEATTLE: (206) 682-1500 FAX: (200) 682--lo-23
NATIONWIDE FOLL-FREE): (800) 621-7300
October 26, 1989
Mr. Gary McComas, Fire Marshal
EDMONDS FIRE DEPARTMEMT
505 Be.11 Street
Edmonds, Washington 98020
Subject: Old Milltown Shopping
201 - 5th Avenue South
Edmonds, Washington
Dear Mr. McComas:
Center Structural Repairs
PRESIDENT:
BRIAN J. DODD, RE.
PRINCIPAL:
THC)MAS F HAMMOND, RE.
ASSOCIATES:
JOSEPH M, BOZICK, RE.
E. FRANK HOFMEISTER, RE.
ARNOLD L. LORVICK, RE.
JAMES R. PERRAULT, RE.
Thank you for meeting with me at your office on October 17, 1989 to
discuss the Fire Department's requirements for the proposed structural
repairs for the Old Milltown Shopping Center. You informed me that a
clear fire retardant spray had been applied to the exposed wood surfaces
of the shopping center in the early 1970's when the complex underwent
major renovation. Due to this, the fire department will require any new
exposed wood surfaces to be treated with such a fire retardant.
Additionally, such 'a fire retardant should be applied to damaged
surfaces of existing wood framing.
We have modified our drawings to include these requirements. The
following note has been added to the Structural Repair Notes on Drawing
S-1.
All new lumber (except as noted below) shall be treated (or
painted) with a clear Class A fire retardant coating such as
Albert-"DS"-Clear, manufactured by American Vamag Company. Any
existing exposed wood surfaces in the portion of the building
where the existing wood sheathing is to be removed shall have fire
retardant applied to surfaces which have been damaged. The
Contractor shall submit information on the type of fire retardant
to be used to the Engineer and Fire Department for review prior to
application. Fire retardant is required only on the exposed
(bottom surface) of the new T1-11 roof sheathing and is not
required for plywood or blocking above the T1-11 sheathing.
REC;LiVED
OCT 3, 0 1989
EDMONDS FIRE DEPT.
I have enclosed a copy of Drawing S-1 showing the modifications
descri bed above. Please call if you have any questions or require
additional information.
Very truly yours,
HARVEY R. DODD & ASSOCIATES, INC.
By : _ jn_r 011-r'lz-
Arthur- B. er, P.E.
ABS/mp
cc: Michael Voss
Jerry Saterlip
2
890 . 1 99 -
CITY OF EDMONDS
250 - 5th AVE N. - EDMONDS. WA 98020 - (206) 771-3202
COMMUNITY SERVICES:
Public Works e Planning e Parks and Recreation e Engineering
October 10, 1989
C2a--d- -IS-00
Mr. Art Schroeder
Harvey R. Dodd & Associates, Inc.
820 Minor Avenue North, Suite 200
Seattle, Washington 98109
SUBJECT: OLD MILLTOWN
Dear Mr. Schroeder:
LARRY S. NALIGHTEN
MAYOR
PETER E. HAHN
DIRECTOR
In response to your letter of October 4, 1989, the requirements of your
permit submittal, under the 1988 Uniform Building Code specifically,
have been met. Also, the requirements under t.he Edmonds Community
Development Code for plan review and comment by the Engineering,
Planning, and Public Works departments have been met.
There is one remaining major issue to be resolved prior to your
obtaining the permit. You must provide a satisfactory response to the
Fire Department plan check process and comment under the Uniform Fire
Code.
Concerning your pre -design meeting with Hal Reeves; it would be
presumptious of me to assume that Mr. Reeves would commit on behalf of
the Fire Department, especially when it is contrary to Building
Department procedures. There are no comments or notes by Mr. Reeves in
your application file which would support your claim. Neither is there
a date stamped, signed letter by you dated 6/5/89.
Also, the building official does have authority to "approve designs of
alterations or repairs which do not fully conform with all of the
requirements" of the Washington State Energy Code. However, it would
0 Incorporated August 11, 1890 a
Sister Cities International — Hekinan, Japan
Mr. Art Schroeder
October 10, 1989
Page Two
not be prudent to do so without a written request stating the specific
reasons for exemption. Currently you are required to meet Washington
State Energy Code requirements as outlined in Chapter 1.
Your efforts to mitigate Fire Department requirements should be
directed to the Fire Marshall, Gary McComas (771-3202).
If you have any questions, please give me a call at 771-3202.
Sincerely,
-0�'- - - -e��
Jerald E. Saterlie
Acting Building Official
JES/sfn
cc: Gary McComas, Fire Marshall
MILLTOWN/TXTJLG52
RECILIVED
OCT 111989
EDMONDS FIRE DEPT,
SEPTEMBER 26, 1989
TO: Building Dept.
FROM: Fire Dept.
SUBJECT: Old milltown Project
Attached is Fire Marshals letter dated June 29, 1933 stating:
1. 1973 Requirements remain in effect.
2. Reccomendations item 2, 3, 5, & 6 are now made requirements.
They are as follows:
2. Upgrade alarm system.tomeet 14FC 72E.
3. Fire Separation between building "B" and "C"
floor to cieling and wall to wall.
5. Sub Panels for each rental space N.E.C.
6. Flame proofing existing and all new combustable surfaces.
3. Alternative would be installation of an automatic
sprinkler system.
-�5� 044i'l-
Stan Olsen
Sr. Inspector
SAO: r t
HARVEY R.'DODD & AVOCIATES, Inc. PRESIDENT
CONSULTING ENGINEERS BRIAN J. DODD, P.E.
820 MINOR AVENUE NORTH SUITE 200 BUIL.DING PRINCIPAL:
SEATTLE, WASHINGTON 98109-4420
SEATTLE: (206) 682-1500 FAX: (206) 682 . -2623 OCT 198� THOMAS E. HAMMOND, PE.
NATIONWIDE [TOLL -FREE): (800) 621-7300 ASSOCIATES:
JOSEPH M. BOZICK, PE.
E. FRANK HOFMEISTER, P.E.
ARNOLD L. LORVICK, P.E.
JAMES R. PERRAULT, P.E.
October 4, 1989
Mr. Jerry Saterlie
CITY OF EDMONDS
250 - 5th Avenue N.
Edmonds, Washington 98020
Subj ect: Old Milltown Shopping Center
201 - 5th Avenue S'outh
Edmonds, Washington',
Fire Department comments
Dear Mr. Saterlie:
We have reviewed the comments �of Mr. Stan Olsen of the Edmonds Fire
Department, dated September 26, 1989, requesting that the fire
protection system be upgraded 4s a part -,of the Old Milltown Shopping
Center repairs. All of the work outlined in I our drawings is to repair
damage to the existing building. \
.jhese repai s, while restoring damaged
ri
elements, will not change the building use or occupancy in any way. It
is our opinion that since we have 11�`mited--o/ur project scope to "repairs
only" that systems not involved in these repairs, such as for
mechanical, electrical, and fire protection, do not need to be brought
up to code per Section 104(a) & (b) of the 1988 Uniform Building Code.
On May 15, 1989, 1 met with Mr..Hal Reeves of your office and showed him
preliminary drawings of our proposed repairs. At that predesign
conference we discussed what requirements, if any, the City of Edmonds
would impose for upgrading of systems unrelated to the repairs. After
reviewing the extent of repairs, he stated that the City of Edmonds
would not require that systems such as the electrical, mechanical, or
sprinkler systems be brought up to code. We have enclosed a copy of our
letter dated, June 5, 1989, to Mr. Reeves confirming the decisions made
in that meeting.
We feel that our drawings, as presently shown, meet the requirements of
the 1988 Uniform Building Code and the City of Edmonds requirements as
expressed to us in our May 15, 1989 predesign meeting. We ask that the
City of Edmonds amend their comments to exclude the request by Mr..:..Olsen
that the fire protection system be upgraded.
0
Please call if you have anf,questions or comments.
Very truly yours,
HARVEY R. DODD & ASSOCIA TES,,.-.INC.,
�,; 40
By: 14'r 9 g,
'Aft-Schlroede P E.'�', X-14CS4
7,
4-
ABS:kp
cc: Michael Voss
IV
2
CITY OF EDMONDS LARRY S. NALIGHTEN
�IVIC CENTER * EDMONDS. WA �8020 - (206� 775-2525 MAYOR
FIRE DEPARTMENT
, 890 . 199
June 29, 1988
Mr. Ed Watts
Commercial Investments
924 Bellevue Way N. E.
Bellevue, WA 98004
Dear Mr. Watts,
SUBJECT: MILLTOWN BUILDING, 250-5TH AVENUE NORTH, EDMONDS, WA
Information
When remodeled in June, 1973 - classified three buildings:
Building
A (Soup's On)
411x1251 5,100
sq
ft -
"A" 5,100-
Building
B (Main Bldg)
100'xllO' 11,000
sq
ft
2nd
less roof
8,700
sq
ft -
"9" 19,700-
Building
C (East Bldg)
2,770
sq
ft
2nd
4,600
sq
ft -
"C" 7,370-
Total
32,170
Building B further divided by 2 hour separation
East 11,000 sq ft Three roll up doors
West 8,700 sq ft tunnel, top of stairs
and inside restaurant
Construction type V-N
1973 Requirements
1. Underside of west portion of Building "B", 2nd floor to be
protected with fire -retardant paint. (1 hour)
2. Building' A -south exit corridor walls to be 1 hour with
1 hour self -closing doors, etc. (Letters: 06-13-73,
11-19-73)
3. Alarm system throughout.
4. No use of,crawl space except if (as) provided.
Recommendations
Areas of concern at Milltown:
1. Lack of a sprinkler system, should be installed in Building
"Bit.
2. Alarm system not approved - does not meet N.F.C. 72E.
0 Incorporated August 11, 1890 0
Sister Cities International — Hekinan, Japan
Mr. Ed Watts
June 29, 1988
Page 2
3. Fire separation provided by roll up doors and partitions
does not provide a rated fire separation floor to ceiling,
wall to wall.
4. If fire doors operate in a fire situation exit from south
portion of center building is blocked and not obvious from
tunnel or Space K, L, M, N and 0.
5. Subpanels should be provided within each rental space, sized
to N.E.C. requirements.
6. Flame proofing was required for all exposed combustible
surfaces. A new application should be applied.
Sincerely,
Gary L. Comas
Fire Marshal
GLM: be
7 te 0
SOUND TESTING, INC.-
MARINE T C ER TIFICA TE
P.O.-BOX 16204 SEATT.L6, WA 98116 CHEMIS
(206) 932-0206 SERIALWO.
L S' L T ri TL n Date
-gurvey —Requested by vessel owner or Age, t
ii D UIE L Y$171LL I-11WtJ, EbAA13�,11>S
Type of.Vessel Specific Location of.Vessel
Vessel'
LU 11 0 (L A rkg (3, 0 1, 1 I'A L I C)l (L /0
Last Three 13) Cargoes Test method TiMe survey completed
L
(< CUT Acca.&
U T
ri tr 19 T16 ("ll-
2-
;,Ito
A, ui�
A
re I lipment tending tu alter conditions In pIp67IIh`e_,8T�,t "14T, -
M"trahsier 7wm—
vilvies or* cicliu, tiqu orsoment or reissue OK" am
on�, unless soeciflPiJily approved. 16 this Certificate, requirst Inspection and and
subject to gas accu not safe" unliss
affiticited. All lines7u.,Alltll: �hejting coi es, and sinhilarly enclosed appurtenances $hall be clonsidared
d6signated.
STANDARD SAFETY DESIGNATIONS
I ilia at mosphere is at least 19.5 Percp'44�liilolume; ai)d tl�qt, (b)
SAFE FOR WORKERS. Means that III J;e cuinpartin6nt or space so depignated (a) the oxygell coille"I.0 I I
uh periniss)bIL con&entrationi,,and that, (c) the residues are slat capable of.producing oxic Inaterials unddr exlstir�g atmospheric
tax Ic Ina eraTs ,, 17 5l,11,9splipre are wiq.... , - I ., I I . � . I . . I � .,
'1`011 Cherillit"
colldl.liolllii�lwl III e� ilia I Certificate,
rs has not been met�
5,l;,,Mv51is flat In Itie compartment or space so designated, the requirements of Safe for Worke
;NO-T�,S"A-ff_�j:bFt WORXER -by volume. with the,exception of
WORK.� Means that in the compartment so.designated: (a) oxygen content of the atmosphere is at least 19.5 percent rcent... f,t 0 10
S FE FOR H
iniF-rVMpaZ_es20!1where external hot work is to be perf6rmed; and that, (b) the concentration of flammable materials.iri the atmosphere is belo*,l
flimmable limit; and that, (6 the residues are not capable of producing a higher, concentration than permitted by (6) above.under existing atmo c c n itl ns iri
'directed on the Marine Chemist's Certificate; and further, that, ld) all adjacent spaces have been clean '6u. Ic n to, revent
presence.of fire, and while maintained as I tanks, or engine room or fire room bilges, have beeriltitleated,Waccor a', "the
the spread of fire, or are satisfactorily inerted, or, in the case of fuel tanks, or lube.oi
Marine Chemist's requirements.
equirenients of Safe for Hot Work have not been nnet t
NOT SAFE FOR HOT WORK Means that Ili the compartment so designated, the r ... r,
A
tA
SAFEFOR REPAIR YARD ENTRY. Means that the conippIrtinents and spaces of.the flammable cryogeii ' ic liquid carrier so designated: (6)'hav rbeen est
I lie atm6spher e tested to be above 19.5 percent oxygen and less than 10 percent ofAttipe-jow
remote sampling stations. and results indicate
I : PA vi 81 S
nerted. rclandW W"Ith N F . -1980Co 1, Int
C EMIST'S ENDORSEMENT This is to certify that, have . peftal . ial - IV detefin,hed that'all spaces intlieforegoing listateinacco
H f ri
ndition a each'id,, e ib,'accordaiice with, its assigned designati6n
Hazards oil Vessels and have found the co
a I n e the inspec b oli liqjillto
The undersigned acknowledges receipt of this Certificate under Section 2.3 of NFPA.,306-1980 Tills Certificate is based un conditions exist 9
-cornpleted.and is, I ued subect Ildlice Itil all Quall(15.81 6
and understands conditions and limitations under which it wa� issued." ostructiciiis d
!ortw_was
t Mi ned
Migned
Signed Name co.whv Man-'Cheimil,
CITY OF EOMONDS LARRY S. NAUGHTEN
MAYOR
CIVIC CENTER - EDMONDS, WASHINGTON 98020 * (206) 775-2525
FIRE DEPARTMENT
February 11, 1987
Ewing & Clark
1008-140th N. E.
Bellevue, WA 98004
Gentlemen,
SUBJECT: OLD MILLTOWN COMPLEX
It is my understanding that you are now acting as agents for
this property located within Edmonds. There are several conditions
that require correction that remain from our last Fire Safety Sur-
vey. They are listed on a separate page, Items #1 through V.
In addition, it was noted on the last re -inspection that the
tenants in Spaces "L" and "N" are using the required secondary exit
corridor from their space for storage which blocks the rear exit.
access from their shops. This is not allowed and all obstruction
to the exit, exit access and exit discharge must be removed. "q.01VA&T7aRe
PZ,0 oft ts wo 4 0 .0 Ar. 007" 1 If /"/ -13
It also appears that the alarm system is no longer monitored
by an outside agency. This i's a requirement. Please check on this
one item as it requires immediate attention.
As noted on the Hazard Form, we would like to meet with you or
your representative to observe the tests of the alarm system and
roll -up doors.
If you have any questions, please feel free to contact me at
775-2525, Ext. 231, Monday through Friday.
Sincerely,
Stan Olsen
Senior Inspector
SO: be
CITY OF EDMONDS
FIRE DEPARTMENT HAZARD FORM
---- ------------ ------ ----
BUSINESS NAME. * o * *OLD MILLTOWN COMPLEX DATE INSPECTED
BUSINESS ADDRESS., 201 5TH AV S OZ 7/31/86
---------------------------------------------------------------------------
H A Z A R D S
----------------------------------------------------------------------------
I* STORAGE NOT ALLOWED* BOILER ROOMS# MECHANICAL ROOMS AND ELECTRICAL PANEL
ROOMS SHALL NOT BE USED FOR STORAGE,OF COMBUSTIBLE MERCHANDISEt MATERIAL,
OR EGUIPTMENT, UNIFORM FIRE CODE SEC. 11*203 (C)
2o PROVIDE THREE FEET OF CLEARANCE SPACE IN FRONT OF ELECTRICAL PANELS.
EASY ACCESS MUST BE MAINTAINED AND NO STORAGE ALLOWED IN THIS AREA.
3* SERVICE ALL FIRE EXTINGUISHERS* FIRE EXTINGUISHERS SHALL BE SUBJECTED TO
ANNUAL MAINTENANCE* THIS SHALL BE PERFORMED BY TRAINED PERSONS HAVING
KNOWLEDGEt TOOLS AND MATERIALS* A TAG OR LABEL SHALL BE ATTACHED THAT
INDICATES MONTH AND YEAR, OF THE LAST MAINTENANCE AND HYDROSTATIC TEST.
IN ADDITION IT SHALL IDENTIFY THE PERSON PERFORMING THE SERVICE AND
INDICATE IF RECHARGING WAS PERFORMED* NFPA 10 (4-4.1)
ONE IN ELECTRICAL -ROOM MISSED ANNUAL CHECK.
4* EXIT SIGNS MAYBE INTERNALLY OR EXTERNALLY ILLUMINATED. INTERNALLY LIGHTED
SIGNS SHALL BE PROVIDED IN OCCUPANCIES WHERE REDUCTLON OF NORMAL ILLUMIN—
ATION IS PERMITTEDt SUCH AS MOTION PICTURE THEATRES,
5o ALL FIRE At —ARM SYSTEMS SHALL BE UNDER THE SUPERVISION OF QUALIFIED PERSONS
THESE PERSONS SHALL CAUSE PROPER INSPECTIONS AND TESTS TO BE MADE AT
PRESCRIBED INTERVALS# A MONTHLY INSPECTION AND A SEMI—ANNUAL TESTJS THE
RECOMMENDED PROCEEDURE., A MAINTENANCE AGREEMENT WITH SPECIALISTS SHALL
BE PROVIDED, TO PERFORM THE TESTINGo SERVICEt AND ANY REQUIRED MAINTENANCE
A REPORT OF THE ANNUAL TESTS AND SERVICING SHALL BE KEPT ON THE PREMISES
FOR REVIEW BY THE FIRE DEPARTMENT* UFC 10*307 C
6* EXIT SIGNS MAYBE INTERNALLY OR EXTERNALLY ILLUMINATED. INTERNALLY LIGHTED
SIGNS SHALL BE PROVIDED IN OCCUPANCIES WHERE REDUCTION OF NORMAL ILLUMIN—
ATION IS PERMITTEDo SUCH AS MOTION PICTURE THEATRES4
REPLACE ALL BURNED OUT BULBS IN EXIT LIGHTS.
7. ALL MERCANTILE OCCUPANCIES, WITH 3,000 SQ. FT OR MORE AGGREGATED GROSS ARE
, SHALL HAVE EMERGENCY LIGHTING INSTALLED. ALL EXITS AND EXIT PATHS SHALL
BE PROVIDED WITH A MINIMUM OF 1 FOOTCANDLE OF LIGHTING FOR A PERIOD OF NO
.'LESS THAN 1 AND 1/2 HOUR IN THE EVENT OF FAILURE OF NORMAL POWER.
THE FIRE DEPARTMENT WOULD LIKE TO OBSERVE THE TEST OF THE ALARM SYSTEM ANE
THE OPERATION OF THE ROLLUP FIRE DOORS.
SUBMITT PLANS FOR THE INSTALLATION OF THE EMERGENCY LIGHTING FOR APPROVAL
PRIOR TO INSTALLATION.
CITY OF EDMONDS LARRY S. NAUGHTEN
CIVIC CENTER - EDMONDS, WASHINGTON 98020 e (206) 775-2525 MAYOR
FIRE DEPARTMENT
DATE: August 6, 1986
TO: Old Milltown Group
Old Milltown Complex
214 University Street
Seattle, WA 98101
SUBJECT: OLD MILLT01414 COMPLEX
PERSON CONTACTED:
In our continuing effort to promote Fire Safety and Prevention
0
within the community, your Fire Department conducts regularly
scheduled "Fire Safety Survey Inspections" of all businesses
and multi -family occupancies in the City of Edmonds.
You are to be conc-ratulated on the relative good condition of
your occupancy in regards to fire safety. Attached you will
find the item(s) that were noted during our inspection which
require attention to bring them into compliance with the
minimum standards adopted by the City of Edmonds.
A re -inspection will be conducted in 30 days to &onfirm that
the listed item(s) have been corrected.
Any overlooked hazard or violation of the fire regulations
does not imply approval of such condition or violation. If
you require additional information or assistance, please
contact this office by calling 775-2525, Ext. 231, between
the hours of 8 a.m. and 5 p.m., Monday through Friday.
Yours for a safer community through fire prevention,
Stan Olsen
Senior Inspector
Enclosure
CITY OF EDK40NDS
CIVIC CENTER - EDMONDS, WASHINGTON 98020 - (206) 775-2525
FIRE DEPARTMENT
DATE: October 3, 1986
TO: Old Milltown Group
Old Milltown Complex
214 University Street
Seattle, WA 98101
SUBJECT: OLD MILLTOWN COMPLEX
PERSON CONTACTED:
LARRY S. NAUGHTEN
MAYOP
A re -inspection was conducted to check on your progress in
regards to correcting the violation(s) found during our re-
gularly scheduled "Fire Safety Survey Inspections."
Item(s) that have been corrected:
Item(s) still requiring correction: 1,2,3,4,5,6 and 7
The rema ' ining uncompleted item(s) require your immediate
attention. A re -inspection will be scheduled in 30 days.
Please contact our office if additional time will be needed
to correct the above listed item(s). 0
Any overlooked hazard or violation of the fire regulations
does not imply approval of such condition or violation. if
you require additional information or assistance, please
contact this office by calling 775-2525, Ext. 231, between
the hours of 8 a.m. and 5 p.m., Monday through Friday.
Yours for a safer community through fire prevention,
Stan Olsen
Senior Inspector
Enclosure
L A) 0
One 4 /V. 6F,
tAIA
fa Ler V jl�or5
E; 0 4 ut'>r- OAD M,,CL7-OWt-
DFW-Soe-s /
/7- t-?,ty
leer CwlWe:-�Ou
5-&-Pey�- &9-a
4D-DI-t7&7fJ /7' A-107-� R6:-1,ocJS1oczPv4-,
1j.40 0
ASA '57Z9/e "e OIN 104
,9--A/h -Iwo MOI 7- 19,4401-V6:1'
-7x 1 -r--.*l
r),6-cdtq"67 lykVS7- /3i5r
"vo
)SV C-y - —pje?, -r
AP tj 1 -IV 4-67'0 OWA5,
Adr 140.t&?9�rAF OW46;:C-4< "V -r�lr
r e $=V L) t POET
" )016 7&73'7-�5- 01'�:-
e9 4--S 457U
4 e�7
500 36ar'
s,,v'
00 1�0 Aj t 4 66 r V 0 el- U) I
--*7
77 g170
7- WAYS,
3.
spoqc/A�q e7olr
17-*vq-r7- J7- /7- IV->AoO,,WaecN-
41 -
peocle--s ) PcW-.A- U#oj fAOW
.-F:5 ae.
67o(-- TVes' 5?Zo= j",D 41,567- 1--en-�y j-;o,,oewo-j,,<��
A -5 C 25-- 3.5-, 1
LO o &>e)-
—,fjvoo"�,*
.01
4-q
-ol -7Z
veyr
4--77-PoO'-) �..7we
Z��&* AS
CITY OF EDMONDB LARRY S. NALIGHTEN
CIVIC CENTER - EDMONDS, WASHINGTON 98020 - (206) 775-2525 MAYOR
FIRE DEPARTMENT
March 18, 1987
Ewing & Clark
2110 Western Avenue
Seattle, WA 98121
Dear Sir,
SUBJECT: OLD MILLTOWN COMPLEX
I met with Spencer Bowen at Old Milltown on March 18, 1987 to
discuss the hazard violations pending from the last Fire Safety Sur-
vey. The delay has been due to a change in management and my corre-
spondence being sent to a Bellevue address.
I gave Mr. Bowen a floor plan for reference and we toured the
complex. I pointed out the fire safety features and explained that
we must be reasonably assured of their proper operation in the event
of a fire. To meet this requirement, a test must be conducted at
least annually and a record made available to the Fire Department of
the tests.
The following is a time table for completion of testing:
1. Alarm system: test date set prior to March 25th and
test conducted prior to March 31st.
2. Roll -up fire doors: test conducted no later than
April 15th.
3. Fire extinguishers: annual service test and tagging as
soon as possible.
The clearing of obstruction to the rear exits from Space "L" and
"N" and the installation of exit signs to be completed within
30 days.
The installations of emergency lighting in all exits and exit
ways, have plans submitted as soon as possible, and lighting in-
stalled within 60 days.
I feel this time frame is reasonable and your cooperation is
expected to provide for the minimum acceptable fire safety for this
complex. .
INCORPORATED AUGUST 11, 1890
If you have any questions, please call me at 775-2525, Ext. 231,
between 8 a.m. and 5 p.m., Monday through Friday.
Sincerely,
Stan Olsen
Senior Inspector
SO: be
jO12,F— 4,,OoF�
7>64 7— kv �-o
7-P i) Olz -`V V 4!F-
d
ur7S;7.0 Aeo^ 7--e-r- a4l
LVC
j,"V
bF2,94, bue "4.,v,9LeL
^y "*/J'r
,f/v b
A .0 Ll
/7- /,Ov
A.) 0
A Ae
AM
p4vs-
A. f 11
-,-we
JV,47W PA01"
A
09_ ce,
r-102,"= Ok 7-711"14 Lo 4'145"Z -7p R-F 'IEVE
/3
.ray
Are
9
t
CRAWL c-'OPACE
UNEXCAVATED
STREET LEVEL
E
NP
ROOF
RAMP UP_,,
MILLTOWN
2 01 5TH AV S.
11
New Alarm Alarm Services DeparlmenVW
3M Center
Installation Notice St. Paul, Minnesota 55144
Department
Edmonds Fire Department
Address
To
Maim Street
City - State - Zip
Edmonds, WA 98020
y Telephone Number _724�
r7C206-775-4545
Date
W
DOT
An alarm installation has recently been installed at the location indicated below as a deterrent to burglary,
vandalism, fire or other hazards.
3M has been retained by the alarm agency to monitor this installation from one of our Underwriter's Lab-
oratories listed central monitoring stations, which is highly computerized. This comp uterization assures both
the user and your department of maximum efficiency on our part and a minimum exposure to false alarms.
We recognize that your workload is already heavy, and we shall do all that we can to help keep your response
to alarms confined to those situations where emergencies actually exist. In this way, we believe we can be
helpful to you in deterring crime and fires in your area and reduce the burden on your personnel.
We maintain a list of the names and telephone numbers of those persons who can be reached in the event of
an emergency at the user's premises. These records will be updated regularly to keep them current.
In the event of an alarm the following action will be taken:
_V We will notify your department at the number shown above
,WWe will notify a representative of the user
V-6e_ will notify the alarm agency indicated
kk Business El Residence7
El Burglar 1:1 Hold-up Fire El Medical El Panic
Alarm Alarm Alarm Alert Alarm
Name Old Mill Tom
User
Address
201 Fifth Avenue South
city - state - Zip
Ed=nds, It% 98020
Alarm Agency
Telephone Number
Guardian Security System,, Inc.
622-6545
Thank you for your help and cooperation. If you have any questions regarding the above, or if we can be
of service at any time, please call the alarm agency indicated, or us at any time. Our toll -free number is
(800) 328-1352.
Form 18529-A PWO
White — Emergency Agency Canary — Alarm Agency Pink — User File Gold — 3M Central Station 3M "Action" 200 Paper
5 q.5-- - 0)_9 - 604
0-
GREATER SEATTLE INVESTMENT GORPORATION
214 UNIVERSITY STREET
SEA TLE,WASHINGTON 98101 R E C E I V E D
(206) 624-9040
AUG 1 :3 1982
EDMONDS FIRE DEPT.,
August 12, 1982
�/_' IV
Mr. Gary McComas
Fire Marshall'
Edmonds Fire Department
250 5th Avenue North
Edmonds, Washington 98020
Dear Mr. McComas
This, letter is to inform you that I have reinstated'
service by Guardian Alarm Systems to monitor our
fire alarm systemf,at Old Milltown.
Because -of transit time for the appropriate authori-
zation forms, hookup has taken a bit longer than
anticipated,.but the system will be in working order
by..the week of August 15th to 21st.
Also, I was not able to ascertain the type of re-
tardant used on the wood at Old Milltown during rehab-
ilitation.
If you have any further questions, please call me
at the office.
Sincerely,
Iver Bowden
IB/jip
00
0 fo c oz �v L os
A
tzc.,�_. vA- p .,-- __a"Aoj wa-�
4-Tr-
/_
r-w
PC
R E C E i'v r' 0
F -EB 19 IQ8"
- 0
EDMONDS FIRE DEPT.
February 15, 1980 r I-W ''(T
h I (��' I.qp Lb)
j
Mr. Gary McCommas
Fire Marshal
City of Edmonds
250 Fifth Avenue North
Edmonds, Washington 98020
RE: OLD MILLTOWN FIRE DOOR
Dear Gary,
We are proceeding with the work necessary to relocate the
fusible link below the existing skylight. Work will be
accomplished by the Wiggins Construction Company and will
commence during the week of February 25, 1980.
Should you have further questions, please call. We ap-
preciate your assistance in keeping our facility safe.
Very truly yours,
David L. Kinderfatv�__r AIA
KINDERFATHER CHAFFOS DUNN PS, INC.
DLK: cg
cc: James Musser
N4��'. -an T 0�� 7:
CITY of EDMONDS
Civic Center - Edmonds, Washington 98020 - Telephone (206) 775-2525
February 5, 1980
Mr. W. James Musser
Greater Seattle Investment Corp.
1215 - 4th Avenue, Suite 2226
Seattle, Washington §8161
ply-W
Dear Mr. Musser:
Violations of Edmonds Fire
Code - Milltown
The Edmonds Fire Department has communicated with you and
your employees on several occasions in the past about the fact
that the exit doors located in the Milltown complex have been
locked during business hours. The Fire Marshal advises me that
he has had verbal contact with a Biff Boreson who apparently is
in charge of building maintenance. Despite assurances from Mr.
Boreson that the doors would be unlocked during business hours,
the Fire Marshal advises me that this has not been done on a
consistent basis and that on several occasions within the last
week the Fire Marshal has noticed that the doors were locked.
Please be advised that failing to have all exit doors un-
locked when the building is occupied is a violation of the Uni-
form Fire Code and as such is punishable by a fine of up to
$2 - 50.00 and/or jail time of up to 90 days. The Edmonds City Code
further provides that each and every day of continued violation
may be considered a separate offense punishable as set forth
above.
In light of the past performance of your employees in
failing to see that all exit doors were unlocked during business
hours, please be advised that any future violations of the Uni-
form Fire Code will mean the City will have no choice but to take
all necessary steps to enforce its ordinances, including institu-
ting an appropriate criminal proceeding in the Edmonds Municipal
Court.
Please understand that the City has no particular desire to
institute criminal proceedings, however, I am sure you will agree
Mr. W. James Musser
February 5, 1980
Page Two
that it is not fair for the City to allow some people to violate�,r
the code while requiring all others to comply. I am requesting.
the Fire Marshal to keep me advised of the status of your pro-
perty and to notify me at once if there is any further violation
I trust that there will be no further action necessary from the.,:
City. You may wish to consult with the Fire Marshal about insta*.1-ling"..'
panic bars on your doors to provide egress in case of fire while.....—,-...
at the same time keeping the doors locked from the outside.
Very truly yours,
OFFICE OF THE CITY ATTORNEY
Wayne Tanaka
WT/bw
cc: Gary McComas
. Fire Marshal
5 7-A 40 1-; 7-.5
//:7— AIS CIL-J, Ae�.� A-901C�Ioscroo
uo rH
E,>el 7— P 0 0 A—Z 6oe
549,155
1>0 0,00, C>15Z 7-0,-U Z5 7—/-:Z t=.eF
ol--
CU --- � e S r �5'( D,6--)
L74
9
in I
/ .41
5- --jt- AM�UE�-. Sou--T-t-t
1, W/I
, jx
I
0
CITY OF EDMONDS
CIVIC CENTER - EDMONDS. WASHINGTON c RIX (206) 775-2525
FIRE DEPARTMENT
CERTIFIED MAIL
January 23, 1980
Greater Seattle Investment Corp.
1215 4th Ave., Suite 2226
Seattle, WA 98161
Gentlemen:
HARVE H. HARRISON
MAYOR
SUBJECT: MILLTOWN COMPLEX; 201 5TH AVE. S., EDMONDS;
FILE CODE: 585-029-00*1
Enclosed is a copy of a letter and a list of hazards that
have been issued to your business for compliance with current
City Ordinances or Fire Codes. Would you please provide our
office with a letter stating the status of each hazard item
and the date that you expect that compliance will be made.
Our mailing address is: Edmonds Fire Department, Attn: Fire
Inspector, 250 5th Ave. N., Edmonds, WA 98020. Please send
this to our office by February 13, 1980.
If you should have any questions about this, please
contact our office at 775-2525, Ext. 242, between the hours of
8 a.m. and 5 p.m.,. Monday through Friday.
Sincerely,
'C�C�t / 'vkkLe&vic�
Gary Mc&)mas
Fire Marshal
Michael Springer
Fire Inspector
1V
Attachments
CITY OF EDMONDS HARVE H. HARRISON
MAYOR
CIVIC CENTER - EDMONDS. WASHINGTON 98020 (206) 775-2525
FIRE DEPARTMENT
DATE:_ September 17, 1979
TO: Greater Seattle Investment Corp.
1215 4th Ave., Suite 2226
Seattle, WA 98161
SUBJECT: MILLTOWN COMPLEX; 201 5TH AVE. S., EDMONDS, WA;
FILE CODE: 585-029-001
Attached is a copy of a notice advising you that certain items
are in violation of current City Ordinances or Fire Codes.
L:j7 We request the corrections indicated on the attached
memo be made. We will reinspect after 30 days.
Items have been corrected in accord-
ance with our request.
Items have not been corrected. We will
reinspect after days. Please advise by return mail
or by telephone your intentions or questions regarding
this matter.
Other:
If we may be of further assistance, please contact this office by
calling (206) 775-2525, Ext. 247, between the hours of 9 a.m.
and 5 p.m., Monday through Friday.
Yours for a safer community through fire prevention,
Michael Springer
Inspector
Enclosure
0 0
CITY OF EDMONDS HARVE H. HARRISON
MAYOR
0VICCIENn^.to%40NMW^SH*4GTom
Flolk[ OEPARTWNT
Business Name MILLTOWN COMPLEX File Code 585-029-001
Address-- 201 5 TH. S.
owner/Manager maintenance: Dick Herald
Haz a rds:
1. ALL EXIT SIGNS MUST BE RESTORED TO THEIR PEOPER WORKING ORDER WITH A MINIMUM TWO
aJ4 OX
15 WATT LIGHT BULBS. LOCATED: 1. Upper level middle of building
,qx- 2. Upper level South entrance. -------
3. Lower level middle of building. Nj),te: Secure
C) 7-
.Vr 7/F-"/�0'---this units base to the ce
2. E-Cfnclyp All and se —rice notes ub4cb are placed upon the lold' unused
soda acid fire extinguishers. Permantly mount these unused fire extinguishers so
that no one can mista kenly try to use them.
3. Redesign the fuseable link set-up on the fire roll -up door located upper level
center of the building 9 so that the link is exposed to the west side of the interior.
4 Service the fire extinguisher located in the upper level fuse panel room.
5. Replace the missing light located in the lower level stair well.
6. QhtAjn And mmint the street addri-sam facing 5 th, avenue , Mu-st be -a -minimum of
three inches in height and contrasting, Note; only the numbers 201 required.
Perscn Centacted DICK HERALD
Inspected By MIKE SPRINGER a A SHIFT _GARY MCCOMAL Date 9/7/79
Signature
Reinspecticn Date 10/7/79
First ContactEl
Second Contact El
P age of
0 0
CITY OF EDMONDS HARVE H. HARRISON
MAYOR
OVIC CIENMER - W)MONDIL WASHNGTON C1106) 775-25n
FIRE DEPARTMENT
Business Name MILLTOWN COMPLEX File Code585-029-001
Address 201 5TH AVENUE SOUTH, EDMONDS
Owner/Manager MAINTENANCE: Dick Herald
Hazards:
il_�A. LEATHER GOODS MIRAGE:
IV 1. Replace the missing cover plate locate e wa a
2. Remove the extension cords being used in place of permanent wiring
B. CAROLS BOUTIQUE:
1. Remove the extension cords being used in place of permanent wiring
2. Remove the items blocking the fire extinguisher outside L�oxes).
C. CAROL AND COMPANY:
extension cords being used in place of permanent wiring
D. SPIN A YARN:
1. Obtain and mount a self -closing device for the fire door located
in the rear of FET_ =ui ding.
E. EARLY ATTIC ANTIQUES:
i 1. Remove the extension cords being used in place o permanent wiring
,LOCW 2. The rear exit oor must be mounted with a "EXIT" sign.
A . J31ftZ,)&L111ft:
1. Obtain and mount a self -closing device for the fire door located
in the rear of the buildil-n—Ly.
G. BOARDWALK INTER10RS :
1. Remove the extension cords being used in place of permanent wiring
-y- Z. Provide and mount a seit-ciosing device tor the tire door located
in the rear of the building.
H. CALIFORNIA CONCEPT AIR DESIGN CENTER:
dl�: 1. Remove u.1— _717-11ston cords betng useC tn place of permanent wiring
rnNTTNTTFn NRYT PAnR
Perscn Contacted
Inspected By MICHAEL SPRINGER Date 9/07/79
Signature
Reinspecticn Date 10/7/79
First Contact El
Second Cont act M
Page _ of
MILLTOWN COMPLEX INSPECTION
September 7, 1979
Page Two
YANKEE WHALER, THE:
1. Remove the extension cords being used in place of permanent wiring
Dj�,J.
MEADS COFFEE AND TEA:
1.
Service the fire extinguisher.
2.
Remove the extension cords being used in
place;of permanent
wiring
K.
SCANDENAVIAN SHOP:
1.
Service the.fire extinguisher.
2.
Rear exit door must be unlocked at all
times when occupied,
or
open for business.
3.
Repair the top landing above the stairs
as the floor is mushy, or
broken in some way.
4.
Remove the extension cord which goes to
the'basement and is
under
the wall.
5.
As per Life Safety Code 5-8.2, provide
illumination for the
base-
ment.
L. SOUPS ON:
T 1. Remove the items from the top of the hot water tank.
2. Service the fire extinguisher.
3. Remove the extension cord being used in place of permanent wiring
located by the sinks.
M. EDMONDS JEWELRY AND ASSAY COMPANY:
1. Remove the extension cord being used in place of permanent wiring,
located by the jewelers bench, and leading to the coffee machine.
2. As per the enclosed Life.Safety Code 5-8.2, provide illumination
for the storage area.
N N. DE BROUXS BATH BOUTIQUE:
>/ O\Ll. Remove the extension cords leading to the cash register and radio
being used in place of permanent wiring.
2. As per the enclosed Life Safety Code 5-8.2, provide illumination
for the storage area underneath the top level.
0. THE GOLD MINE:
,,,00l,01-1. Service the fire extinguisher within the building.
1,171� 2. Remove the extension cords being used in place of permanent wiring
P. FABRICA:
1. Remove the extension cord being used in place of permanent wiring
leading to the cash register.
\� Q. GALLERY NORTH:
10 1. Service the fire extinguisher located in the business.
R. DAVID L. KINDERFATHER:
1. Remove the extension cord being used in place of permanent wiring,
located in the N.E. corner of the office.
E
A�05;
77V-9vM
CITY OF EDMONDS
CIVIC CENTER * EDMONDS. WASHINGTON E P 11) - (M) 775-2525
FIRE DEPARTMENT
CERTIFIED MAIL
Greater Seatt le Investment
1215 4th Ave., Suite 2226
Seattle, WA 98161
Gentlemen:
HARVE H. HARRISON
MAYOR
Januar'
y 23, 198( ("5t�
-rvo
Corp.
SUBJECT: MILLTOWN COMPLEX; 201 5TH AVE. S., EDMONDS;
FILE CODE: 585-029-001
Enclosed is a copy of a letter and a list of hazards that
have been issued to your business for compliance with current
City Ordinances or Fire Codes. Would you please provide our
office with a letter stating the status of each hazard item
and the date that you expect that compliance will be made.
Our mailing address is: Edmonds Fire Department, Attn: Fire
Inspector, 250 5th Ave. N., Edmonds, WA 98020. Please send
this to our office by February 13, 1980.
If you should have any,questions about this, please
contact our office at 775-2525, Ext. 242, between the hours of
8 a.m. and 5 p.m., Monday.through Friday.
Sincerely,
'-1% /. �Kkcc&W-0,0
Gary�tmc&mas
Fire Marshal
-V z"'v"j
Michael Springer
lv Fire Inspector
Attachments
0
CITY OF EOMONOS
CIVIC CENTER * EDMONDS, WASHINGTON CWS) 775-2525
FIRE DEPARTMENT
DATE:_ September 17, 1979
TO: Greater Seattle Investment Corp.
1215 4th Ave., Suite 2226
Seattle, WA 98161
HARVE H. HARRISON
MAYOR
SUBJECT: MILLTOWN COMPLEX; 201 5TH AVE. S., EDMONDS, WA;
FILE CODE: 585-029-001
Attached is a copy of a notice advising you that certain items
are in violation of current City Ordinances or Fire Codes.
We request the corrections indicated on the attached
memo be made. We will reinspect after 30 days.
Items have been corrected in accord-
ance with our request.
Items have not been corrected. We will
reinspect after days. Please advise by return mail
or by telephone Fo—ur intentions or questions regarding
this matter.
Other:
If we may be of further assistance, please contact this office by
calling (206) 775-2525, Ext. 247, between the hours of 9 a.m.
and 5 p.m., Monday through Friday.
Yours for a safer community through fire prevention,
;��A�WYYI
Michael Springer
Inspector
Enclosure
0 0
CITY OF EDMONDS
CVC CZWTj% * KoLjC*j= vv&Sm*4QT0m 91 CKS) 776-25n
FIRE 01PARTMENT
HARVE H. HARRISON
MAYOR
Business Name MILLTOWN COMPLEX File Code 585-029-001
Add re sE- 201 5 TH. S.
Owner/Manager maintenance: Bick herald
Hazards:
1. ALL EXIT SIGNS MUST BE RESTORED TO THEIR PEOPER WORKING ORDER WITH A MINIMUM TWO
15 WATT LIGHT BULBS. LOCATED: 1. Upper level middle of building
01 X- 2. Upper level South entrance.
3. Lower level middle of building. N
ofe: Secure
is units base to the ce
-------------------- d-
2. 8 amove All riirrent tAgA And APV%FjP& nQtQ8 -h4Ch AZA pl-COA 22pon the 101-A, IM&-ged—
soda acid fire extinguishers. Fermantly mount these unused fire extinguishers so
that no one can mista kenly try to use them.
ledesign the fuseable link set-up on the fire roll -up door located upper level
c c t
enter of the building 9 so that the link is exposed to the west side of thelinterior.
Service the fire extinguisher located in the upper level fuse panel room.
5. Replace the missing light lo cated in the lower level stair well.
6. GhtAin And mount the street AdArpan fAcing 5 th, amenue , Must be-& minimum of
three inches in height and contrasting, Note: only the numbers 201 required.
I
Perscn Cc.ntacted DICK HERALD
Inspected By MIKE SPRINGER , A SHIFT , GARY MCCOMAS Date . 9/7/79
Signature
Reinspecticn Date 10/7/79
Firet Contact El
Second Contact M
Page of
E
CITY OF EDMONDS
CVC CEWMI% 9 9MAC04M WASHMTON 29WO CM) 775-2M
FIRE DEPARTMENT
HARvE H. HARRISON
MAYOR
Business Name MILLTOWN COMPLEX File Code585-029-001
AddresE 201 5TH AVENUE SOUTH, EDMONDS
Owner/Manager MAINTENANCE: Dick Herald
Haz a rds:
Ale"A. LEATHER GOODS MIRAGE:
1. Replace the missing cover plate locate-d-try tfie water tauce-r.
2. Remove the extension cords being used in place of permanent wiring
,�B. CAROLS BOUTIQUE:
1. Remove the extension cords being used in place of permanent wiring
2. Remove the items blocking the fire extinguisher outside_jboxes).
C. CAROL AND COMPANY:
77 Remove the exten—s
cords being used in place ot permanent wiring
-D. SPIN A YARN:
5gyjLW1. Obtain and mount a self -closing device for the fire door located
in the rear of EMT =ui ding.
E. EARLY ATTIC ANTIQUES:
,J-t-5, s 1. Remove the extension cords being used in place of permanent wiring
,OCW Z. The rear-Fe-KII-E-Zoor must be mounted with a "EXIT" sign.
,A41
,(/ 7-/ - V / /.,,- a e-
A* Aft0A.L.L Ila:
1. Obtain and mount a self-clos
in the rear of the builTin.R.
-device for the fire door located
G. BUAKDWALK INTERIORS:
1. Remove the extension cords being used in place of permanent wiring
L. Provide and mount a selt-closing device tor the tire door located
in the rear of the building.
H. CALIFORNIA CONCEPT AIR DESIGN CENTER:
T. Rrmove un- --a-Ton cords being used In place or permanent wiring
rf)NTTwTTyn wryT PArF
Perscn Ccmtacted
Inspected By MICHAEL SPRINGER Date 9/07/79
Signature
Reinspecticn Dote 1017/79
Firct Contact El
Second Contact n -
Page — of
MILLTOWN COMPLEX INSPECTION
Septenber 7, 1979
Page Two
YANKEE WHALER, THE:
1. Remove the extension cords being used in place of permanent wiring
0��J.
HEADS COFFEE AND TEA:
1.
Service the fire extinguisher.
2.
Remove the extension cords being
used in place of permanent
wiring
K.
SCANDENAVIAN SHOP:
1.
Service the.fire extinguisher.
2.
Rear exit door must be unlocked
at all
times when occupied,
or
open for business.
3.
Repair the top landing above the
stairs
as the floor is mushy, or
broken in some way.
4.
Remove the extension cord which
goes to
the basement and is
under
the wall.
5.
As per Life Safety Code 5-8.2, provide
illumination for the
base-
ment.
L. SOUPS ON:
1. Remove the items from the top of the hot water tank.
2. Service the fire extinguisher.
3. Remove the extension cord being used in place of permanent wiring
located by the sinks.
M. EDMONDS JEWELRY AND ASSAY COMPANY:
1. Remove the extension cord being used in place of permanent wiring,
. located by the jewelers bench, and leading to the coffee machine.
2. As per the enclosed Life Safety Code 5-8.2, provide illumination
for the storage area.
N. DE BROUXS BATH BOUTIQUE:
\Ll. Remove the extension cords leading to the cash register and radio
being used in place of permanent wiring.
2. As per the enclosed Life Safety Code 5-8.2, provide illumination
for the storage area underneath the top level.
0. THE GOLD MINE:
,o400,"J"l. Service the fire extinguisher within the building.
1111� 2. Remove the extension cords being used in place of permanent wiring
P. FABRICA:
1. Remove the extension cord being used in place of permanent wiring
leading to.the cash register.
Q. GALLERY NORTH:
1. Service the fire extinguisher located in the business.
R. DAVID L. KINDERFATHER:
1. Remove the extension cord being used in place of permanent wiring,
located in the N.E. corner of the office.
57- 0%4?
EDMONDS FIRE DEPARTME24T
DATE: MARCH 28, 1979
TO: FIRE DEPT.
FROM: MIKE
STJBJECT:
PHONE CALL TO GRACY MCKAY REGARDING THE GROWTH OF WEEDS AND
COMBUSTIBLES ON THE PROPERTY ADJOINING EDMONDS LUMBER CO.
I
SHE GAVE HER WORD THAT SOMETHING WOULD BE DONE TO ELEMINATE
THIS PROBLEM.
0
efd72
CITY OF EDIVIONDS
CIVIC CENTER - EDMONDS. WASHINGTON 98020 (206) 775-2525
FIRE DEPARTMENT
March 8, 1979
Mr. W. J. Musser
Greater Seattle Investment"Corp.
1215 4th Ave., Suite 2226
Seattle, WA 98161
Dear Mr. Musser:
HARVE H. HARRISON
MAYOR
SUBJECT: MILLTOWN COMPLEX; 201 5TH AVENUE, EDMONDS;
FILE CODE 585-029-585-001
On March 7, 1979, the Milltown complex was inspected by
members of the Edmonds Fire Prevention Bureau.
We request the following corrections:
1. Next time the fire extinguishers in'the complex are
serviced, remember to include the one located in
the electrical room by Lambo's.
2. Replace combustible waste containers with approved
non-combustible types. Plastic liners may be used
in approved containers.
3. Obtain approved blanks for electrical panel "L"
4. Remove.storage from hallway by restrooms.
The Fire Department will reinspect,your building after
thirty (30) days.
If we may be of further assistance, please contact this
office at 775-2525, ext. 247, between the hours of 9 a.m. and
5 p.m., Monday through Friday.
Yours for a safer community through Fire Prevention,
Jack F. Cooper
Fire Chief
Gerald Ehtee
Inspector
GE: lv
0
I
J�
MY OF EDMDPJOS
CCNTER - I=DMONDS, WASHINGTON 9802( (206) 775-2525
DEPARTMENT
May 3, 1978
HAPVE H. HARRISON
MAYOR
6 - oe9
Mr. W. James Musser
Greater Seattle Investment Corp. Mtz_
1215 - 4th Avenue, Suite 2226
Seattle, WA 98161
RE: MILLTOWN COMPLEX - FILE CODE 591-029-011
Dear Mr. Musser:
On May 1, 1978, your building was inspected by members
of the Edmonds Fire Prevention Bureau.
We request the following corrections:
Remove tape from all switches on circuit breaker
box and replace missing coverplate from wall out-
let in electrical room upstairs.
oIt2. All exit doors are to be unlocked during business
7 hours.
The Fire Department will reinspect your building after
fifteen days.
If we may be.of further assistance, please contact this
office (775-2525, Ext. 247) during buisness hours, 9:00 A.%i.
to 5:00 P.m.
Yours for a safer community through fire prevention,
Jack F. Cooper
Fire Chief
Tom Tys,
Inspector
TT/amm
0
0
V, X`1 � 8 o 0 (Z
L
koq(
SE'� �' �- k D.
J_V)t So 3
HARVE H. HARRISON
CITY OF EOMONOS MAYOR
CIVIC CENTER - EDMONDS, WASHINGTON 98020 (206) 775-2525
FIRE DEPARTMENT
June 13, 1978
Mr. W. James Musser
Greater Seattle Investment Corp.
1215 - 4th Avenue, Suite 2226
Seattle, WA 98161
RE: MILLTOWN COMPLEX - FILE CODE 591-029-011
Dear Mr. Musser:
On May 3, 1978, the Fire Department advised you by letter
that certain items at the above referenced address were in
violation of City Ordinances or Fire Codes.
On June 13, 1978, a reinspection of the premises was made.
This inspection indicated that the following items have been
corrected:
1. Remove tape from all switches on circuit breaker box
and replace missing coverplate from wall outlet in
electrical room upstairs.
Below are listed the items that still remain uncorrected:
1. All exit doors are to be unlocked during business hours.
The Fire Department is aware that it may be difficult at times to
correct such violations immediately. However, the Ordinances
and Fire Codes were adopted by the City of Edmonds to provide
a minimum of equal protection for all its citizens and their
property and are a matter of law. It is therefore necessary that
you correct those items that remain uncorrected.
It is not our desire to bring legal action against you to obtain
your cooperation, but we must comply with the law. Whether or
not we avoid this alternative is up to you.
The Inspector will.reinspect after June 27, 1978 to ascertain
your status.
Please advise by return mail your intentions or questions regarding
this matter.
Sincerely,
Jack F. Cooper, Fire Chief
Gerald Ehtee, Inspector
1-6.2.5.1 The width, risers, and treads of every stair shall comply at least with the
r1in'.1rium requirements for Class B stairs, as described in 5-2.2.
1-6.3 Protection.
1-6.3.1, Interior Finish.
1-6.3.1.1 Interior finish or occupied spaces shall be Class A, B, or C as defined in
1-2.
Note that Class D interior finish (flame spread 200-500) is no longer
permitted in one- or two-family dwellings. It was the intent of the committee
that this reduction in combustible finishes would increase the level of life
safety from fire in dwellings.
1-6.3.(Wetection and Alarm.
t-6-3.2.1 At least one approved smoke detector powered by the house electric
!rvice shall be installed in an approved manner in every dwelling unit. When
'tivated, the detector shall initiate an alarm which is audible in the sleeping
�oms.
xception: In existing construction approved smoke detectors powered by batteries
ay be used.
Section 11-6.3.2.1 reflects the incorporation into the Code of the tentative
interim amendment on smoke detection found in the 1973 edition. Note that
directly wired or plug-in type detectors are required in lieu of battery units.
However, to avoid expensive installation changes, existing dwellings are
permitted to use battery -powered units. For recommendations on the
location of single station detectors, see Section 11-3.3.3.1.
-6.4 6 Iding Services.
,-6-4.1 Heating Equipment.
-6.4.1.1 No stove or combustion heater shall be so located as to block escape in
�e of fire arising from malfunctioning of the stove or heater.
'ERENCES CITED BY CODE
ese publications comprise a Part of the requirements to the extent calledfor by the Code.)
' TPA 10, Slandardfor Portable Fire Extingiiishers, NFPA, Boston, 1975.
IFPA 13, Standardfor the Installat' ' on of Sprinkler Systems, NFPA, Boston, 1976.
TFPA 14, Standardfor the Installation of Standpipes and Hose Systems, NFPA, Boston,
I
!ERENCES CITED IN COMMENTARY
�FPA 13, Standardfor the Installation of Sprinkler Systems, NFPA, Boston, 1976.
qFPA 80, Standardfor Fire Doors and 1,Vindows, NFPA, Boston, 1975.
12
MERCANTILE
OCCUPANCIES
Mercantile occupancies- include stores, markets, and other rooms, build-
ings, or structures for the display and sale of merchandise. Included in this
occupancy group are:
Supermarkets Drugstores
Department stores Auction rooms
Shopping centers
Minor merchandising operations in buildings predominantly of other
occupancies, such as a newsstand in an office building, must meet the exit
requirements of the predominant occupancy.
SECTION 12-1 GENERAL REQUIREMENTS
12-1.1 General. This chapter covers both new and existing construction. In
various sections of the chapter there are specific provisions for existing structures
differing from those for new construction.
Where there are no specific provisions in this chapter for existing structures, the
requirements for new construction shall apply.
In understanding the full intent and scope of Section 12-1.1, it is nec'essary
to review it concurrently with Sections 1-3.7, 1-3.8, and 1-4. While a
building code may exclude existing buildings from coverage under some
form of a "grandfather" clause, the Life Safety Code because of its very
interest in life safety does not forgive existing non -Code -complying building
arrangements except under a very narrow and strict set of guidelines. They
are:
1. Within Chapter 12 there may be a specific exception to a particular
Code provision for existing buildings (e.g., Section 12-2.8.1).
2. If there are no specific exceptions in Chapter 12 for existing facilities,
then the provisions for new construction apply unless modified by the
authority having jurisdiction under the provisions of Section 1-4.1.2.
These provisions provide that if the building, even with the non -Code -
complying arrangement, still provides and maintains "reasonable life
357
iy-y.o measurement oi iravei Distance to hx1ts. Iravel distance to exits,
measured in accordance with 5-6.2, shall be no more than 100 feet.
Exception: In existing Ulass G mercantile occupancies, aoors may Swing 1711.
where such doors serve only the street floor area.
Exception: An increase in the above travel distance to 150feet shall be permitted in a
building completely protected by an automatic sprinkler system in -accordance with
Section 6-4.
A review of Section 5-6.2 will show that the travel distance requirements
apply to only the first (or nearest) exit from a point in the building. In other
words, the 100-foot travel distance limit means that at least one exit must be
within 100 feet of a point in the building, not that all exits must be within 100
feet of that same point in the building.
12-2.7 Discharge from Exits. In buildings with automatic sprinkler protection in
accordance with Section 6-4, one-half of rated number of exit units of stairways,
escalators or ramps serving as required exits from floors above or below.the street
floor may discharge through the main street floor area, instead of directly to the street,
or through a fire -resistive passage to the street, provided that:
(a) Not more than one-half of the required exit units from any single floor
considered separately discharge through the street floor area.
(b) The exits are enclosed in accordance with Section 6-1 to the street floor..
(c) The distance of travel from the termination of the enclosure to an outside
street door is not more than 50 feet.
(d) The street floor doors provide sufficient units of exit width to serve exits
discharging through the street floor in addition to the street floor itself, per
12-2.3.2.
The basis for the four modifications to the general rule on complete
enclosure of exits up to their point of discharge to the outside of the building
is that, with the specified safeguards, reasonable safety is maintained. Note
that a limit is applied to this arrangement so that no more than 50 percent of
the exits from either the entire building or from any floor can be arranged to
discharge to the street floor. Further, this can only be done if the building is
sprinklered throughout. The remaining 50 percent of the exits must
discharge directly to the exterior.
A stairway is not considered to discharge through the main area of the
street floor if it leads to the street through a fire -resistive enclosure
separating it from the main area, even though there are doors between the
first floor stairway landing and the main area.
The provisions of Section 12-2.7 should not be confused with those
permitting open stairways in Section 12-3.1, Exception 1.
12-2.8. Doors.
12-2.8.1 Every street floor door shall be in accordance with 5-2. 1, and a horizontal
exit door, if used, in accordance with 5-2.4.
12-2.8.2 Where revolving doors are used to provide part of the required numbc
units of street floor exit width, such doors shall be used in accordance with
provisions of Section 5-2.
If revolving doors are used, Section 5-2.1.3.2 requires adjoining swin
doors, prohibits revolving doors at the foot of stairs, and rates each revol
door at one-half unit of exit width regardless of the actual total width o.
revolving door.
12-2.8.3 All doors at the foot of stairs from upper floors or at the head of sl
leading to floors below the street floor shall swing with the exit travel.
12-2.9 Ulumination of Means of Egress. Every mercantile occupancy shall 1
exit illumination and signs in accordance with Section 5-8.
Note that illumination for the means of egress is not the same as emergi
lighting; failure of the building power supply will cause failure of the m
of egress illumination system, which is not required to have a bac
auxiliary, or secondary power supply.
12-2.10 Emergency Lighting. Every Class A and Class B store shall
emergency lighting facilities conforming to Section 5-9.
Class C stores, due to their small size and small occupant load,
required by the Code to have emergency lighting facilities.
12-2.11 Marking of Means of Egress. Every mercantile occupancy shall
exit signs in accordance with Section 5-10.
Exception: Where an exit i's immediately apparent from all portions of the sales
the exit marking may be omitted.
The intent of the exception to the provision for marking the mea,
egress is to avoid requiring exit signs in small areas where the exit is re
apparent. For example, exit signs would not be required in the office
service station, the purchase and eating areas of a small "fast food" re
rant, or in a Class C store whose size and arrangement complied witl
exception to Section 12-2.4.2.
SECTION 12-3 PROTECTION
12-3.1 Protection of Vertical Openings. Each stairway, elevator shaft, esc;
opening or other vertical opening shall be enclosed or protected in accordance
Section 6-1.
In SAFETY CODE HANDBOOK
MEANS OF EGRESS 49
�ion 5-2.1.1.4.4 requires that doors be the side -hinged, swinging type
s otherwise specified in Sections 5-2.1.1.4.1 and 5-2.1.3). In designing
lanning the means of egress, care must always be taken to check all
ilities of what might happen to the flow of traffic by the swing of a
Never let the opening of a door which allows for the flow of one
n of the total occupant load completely block the flow of another
n (see Figure 5-16).
!DOORS OPEN IN�O CORRIDOR OPPOSITE
!THER IT IS PREFERABLE THAT THEY NOT
0 BLOCK CORRIDOR AS AT A BUT
BE STAGGERED OR AS AT B
I
�HAT BECAUSE OF HOW THE DOOR IS
) OCCUPANT C HAS A MORE DIRECT
THAN o EVEN THOUGH DOORS
ITO Per C
A
)iSTANCE MUST
�E LESS THAN
� REQUIRED
H OF CORRIDOR
1.4.3
IF OCCUPANT LOAD IS
LESS THAN 50 AND NOT
HIGH HAZARD THESE
EXIT DOORS CAN SWING
INWARD IN THIS SPACE
OR ROOM
5-2.1.1.4.4
-------------
CORRIDOR
IF OCCUPANT LOAD
OF THIS SPACE IS MORE
THAN 50 OR HIGH HAZARD X
DOOR MUST SWING OUT
OR WITH DIRECTION OF 1 0
TRAVEL, OTHERWISE CAN
SWING IN AS SHOWN HERE
LL DOORS TO STAIRWAYS MUST SWING IN DIRECTION OF EXIT TRAVEL
12) 0
5-16. A DIAGRAMATIc REPRESENTATION OF SONIE OF THE CONSIDERATIONS
IN EVALUATING THE EFFECT OF VARIOUS ARRANGEMENTS OF DOOR SWING AT
ES TO CORRIDORS.
The force required to fully open doors shall not exceed 50 pounds
the latch stile.
�.6 Screen and Storm Doors. No screen door or storm door in connection
� required exit shall swing against the direction of exit travel in any case
)ors are required to swing with the exit travel.
-re are various arrangements by which screen or storm doors may be
without having any door swing against the exit travel. A vestibule of
ent size will permit the inner door to swing outward without inter-
�with the operation of the outer door (see Figure 5-17).
)R
OCCUPIED SPACE
FIGURE 5-17. A POSSIBLE ARRANGEMENT OF A VESTIBULF LEADING TO A SCREEN DOOR
THAT COMPLIES WITH Section 5-2.1.1.4.6.
5-2.1.2 Hardware for Doors in Means of Egress. .
5-2.1.2.1 Locks, Latches, Alarm Devices.
5-2.1.2.1.1 A door shall be so arranged as to be readily opened from the side from
which egress is to be made at all times when the building served thereby is occupied.
Locks, if provided, shall not require the use of a key for operation from the inside of
the building.
5-2.1.2.1.2 A latch or other fastening device on a door shall be provided with a
knob, handle, panic bar, or other simple type of releasing device, the method of
operation of which is obvious, even in darkness.
5-2.1.2.1.3 No lock, padlock, hasp, bar, chain, or other device, or combination
thereof shall be installed or maintained at any time on or in connection with any door
on which panic hardware is required by this Code, if such device prevents, or is
intended to prevent, the free use of the door for purposes of egress.
The increase in petty thievery, molestations, and similar actions has led, in
some instances, to the practice of locking the doors leading to exits. Such
practices, particularly involving the doors to exit stairs and exit discharges,
are an open invitation to tragedy in the event of fire or other emergency.
Section 5-2.1.2.1 is aimed at preventing locked doors in exit ways or any
other unnecessary interference with the orderly movement of people in the
event of fire. The Committee on Safety to Life has attempted to accomplish
this objective while maintaining those features essential to security within the
building.
The basic concerns of this section are:
1. Doors must be able to be easily opened by hand from the side of exit,
even in complete darkness. This means no key locks or hard -to -use
devices, such as door handles or latches covered with glass that has to be
broken. Where panic bars are used, no fastener that might interfere
with their operation can be used; however, this does not prevent the use
of alarm connections that will indicate that the door is in use.
If, 17W,
TO: Af
IF
FROM: AIR C.,
SUBJECT: JTX 1, -�
EDMONDS FIRE DEPARTMENT
Al A. 4 A)
cl, A�
EDMONDS FIRE DEPARTMENT
TO: o
FROM: Ar
SUBJEC.r: cx� �A
6u uo
DATE; 12 - I o -'? &
DATE: I -c?' -7c�
L^
atIle 9ndestment (?orPorah . on
& A, k.
PROPERTY MANA13ER
3MONDS HAPVE H. HARRISON
THE FINA CIAL CENTER N 9802C (206)775-2525 MAYOR
7215 FOURTHNAVE.- SUITE 2226 4y 7fi'�&
(206) 624-9040 SEATTLE, WASH. gai6i
May 3, 1978
114V
Mr. W. James Musser
Greater Seattle Investment Corp.
1215 - 4th Avenue, Suite 2226
Seattle, WA 98161
RE: MILLTOWN COMPLEX - FILE CODE 591-029-011
Dear Mr. Musser:
On May 1, 1978, your building was inspected by members
of the Edmonds Fire Prevention Bureau.
We request the following corrections:
1. Remove tape from all switches on circuit breaker
box and replace missing coverplate from wall out-
let in electrical room upstairs.
All exit doors are to be unlocked during business
Toe hours.
The Fire Department will reinspect your building after
fifteen days.
If we may be of further assistance, please contact this
office (775-2525, Ext. 247) during buisness hours, 9:00 A.'.I.
to 5:00 p.m.
Yours for a safer community through fire prevention,
Jack F. Cooper
Fire Chief
Tom Tys.
Inspector
TT/amm
�Z-� t..' \ o�j
C) Q)
i L
C� -7218
- jq�_j78
CA V_- t 0 C) q ;L
CITY OF EOM01MOS HARVE H. HARRISON
CIVIC CENTER - EDMONDS. WASHINGTON 98020 (205) 775-2525 MAYOR
PiRE DEPARTMENT
May 3, 1978
Mr. Dan Swierenga
State Electrical Inspector
19424 - 56th Avenue West
Lynnwood, WA 98036
RE: MILLTOWN COMPLEX - FILE CODE 591-000-011
Dear Mr. Swierenga:
Would you please schedule a complete electrical inspection
of Milltown.
The circuits are overloaded in the upstairs area.
Thank,you very much.
Sincerely,
Jack F. Cooper
Fire Chief
Tom Ty
Inspector
TT/amm
0 0
CITY OF EDMONDS HARVE H. HARRISON
MAYOR
CIVIC CENTER - GDMONDS, WASHINGTON 98020 - (206) 775-2525
FIRE DEPARTMENT
May 3, 1978
Mr. W. James Musser
Greater Seattle Investment Corp.
1215 - 4th Avenue, Suite 2226
Seattle, WA 98161
RE: MILLTOWN COMPLEk - FILE CODE 591-029-011
Dear Mr. Musser:
On May 1, 1978, your building was inspected by members
of the Edmonds Fire Prevention Bureau.
We request the following corrections:
1. Remove tape from all switches on circuit breaker
box and replace missing coverplate from wall out-
let in electrical room upstairs.
2. All exit doors are to be unlocked during business
hours.
The Fire Department will reinspect your building after
fifteen days.
If we may be of further assistance, please contact this
office (775-2525, Ext. 247) during buisness hours, 9:00 A.M.
to 5:00 P.M.
Yours for a safer community through fire prevention,
Jack F. Cooper
Fire Chief
Tom Tys
Inspector
TT/amm
CIT)r OF EjorWorUO.S
CIVIC CENTER - EDMONDS. WASHINGTON 98020 (2W) 775-2525
FIRE DEPARTMENT
April 7, 1978
Mr. James Musser
Greater Seattle Investment Corporation
1215 Fourth Avenue, Suite 2226
Seattle, Washington 98161
Dear Mr. Musser:
HARVE H. HARRISON
MAYOR
The Fire Prevention Bureau has become aware of a hazardous
Situation existing in the Milltown complex. The area in-.
volved is the basement.st:orage area under the Skandinavian
Shop. This area appears to have been the old boiler room.
Apparently, the old fuel oil supply piping has been leaking
and has deposited a substantial amount of oil on the floor
of the storage area. .
It appears that a second problem may also exist. The tank
from which the oil is comi ng also presents a hazard. In
order to comply with the applicable codes pertaining to this,
the tank should be removed or rendered inert.
Please advise this office Of Your intentions ' on this mattek.
If we may be of further assistance, please contact this
office (775-25.25, Ext. 247).
Yours for a safer community through fire prevention,
I
Jack F. Cooper
Fire Chief
Gar�NcC'omas
Fire Marshal
GM/amm
0 9
CITY OF EDMONDS HARV� H. HARRISON
�`IAYOA
CIVIC CeNTER * F=DMONDS, WASHINGTON 98020 - (206) 775-2525
PIRF- DEPARTMENT
S91 .07.9— 0) 1
December 5, 1977
Mr. W. J. Musser
22426 Park Rd.
Woodway, WA 98020
Dear Mr. Musser:
Once again it is nearing the time of the year to begin
thinking of Christmas decorations for our community. The
Edmonds Fire Department is taking this opportunity to remind
you that, pursuant to the Uniform Fire Code Sec. 27,204,
Any comb
ustible decorative material used in commerical,
industrial, or institutional occupancies shall be rendered
flameproof.
Yours for a safer community through fire prevention.
Jack Cooper
Fire Chief
Skip Simmons
Inspector
SS/asd
CITY of EDMONDS
Civic Center - Edmonds, Washington 98020 - Telephone (206) 775-2525
June-28, 1977
Greater Seattle Investment Corp.
1215 Fourth Avenue, Suite 2226
Seattle, WA 98161
RE: Old Milltown
Edmonds, WA
Dear Mr. Musser:
In regard to your letter of June 22, 1977, the Fire
Department will grant the use of the soda acid type extin-
guishers in the locations indicated on the Job site plan.
The following provisions shall be required:
A. The dry chemical extinguishers shall be placed
in at least the following locations .....
1. Main electrical room
2. Maintenance room
B.. Soda acid extinguishers shall have current hydro-
static test dates indicated on the outer shell
C. All extinguishers shall have annual maintenance
as required per N.F.P.A. #10.
Yours for a safer community through fire prevention.
Jack F. Cooper
Fire Chief
Skip Simmons
Inspector
SSI gk
CITY of EDIVIONDS
CiVic Center - Edmonds, Washington 98020 - Telephone (206) 775-2525
June 20, 1977
W. J. Musser
22426 Park Road
Woodway, WA 98020
RE: Milltown, 201 5th Ave. S., Edmonds, WA 98020
File - 591-000-011
Dear Sir:
On June 20, 1977, your business was inspected by members of
the Edmonds Fire Prevention Bureau and the Edmonds Building
Division.
We request the following corrections:
1.
Exits shall be.free opening at all times the
building is occupied. Specifically, the exit doors
from,�the second floor south side.
C*- 2'.
Obtain and mount f ire extinguishers - minimum
rating 2:A - 10:B.C.
tj03.
Fire detection system shall be provided in new
maintenance room.
4.
Provide schedule of installation dates for remaining
0
fire doors.
0 5.
Provide railing around stair approach in landing
area adj4cent to maintenance room.
CZ
XPA 6.
Provide certification that glass used in the east
side of the second floor south exit is safety glass.
t4o 7.
Post occupant load signs.
3W
q 8.
Flammable liquids should be stored in an approved
liquids storage cabinet. (see'copy enclosed)
9.
Further occupancy of the second floor shall be
discontinued until such time the building has
been -issued a certificate of occupancy.'
* P
Sim
W. J. Musser
Page 2
June 20, 1977-
The Fire Department will reinspect your'building after
24 hours for #1 and #2, and 5 days for the remaining
items.
If we may be of further assistance please contact this
office (775-�-2525., Ext. 247), business hours, 9:00 A.M.
to 5:00 P.M.
Yours for a safer -community through Fire Prevention,
Jack F. Cooper
Fire Chief
ZKP asmwot-m
Skip Simmons
Inspector
SS/asd
1, t?
0
0 .." 'A
greater Seattkgrni)estment eorporation
June 22, 1977
Chief Jack Cooper
Edmonds Fire Department
250 Fifth North
Edmonds, Washington 98020
Re: Old Milltown
201 Fifth Avenue North, Edmonds
Dear Chief Cooper:
In a recent letter, Fire Inspector Simmons requested
2:A-10:B.C. extinquishers on our new level. We have
five each, recently inspected and accepted, soda
acid type extinquishers on location, but not mounted
this date. On order, and to be delivered Friday,
the 24th of June, are five each, five -pound ABC dry
chemical extinquishers.
We respectfully request permission to mount the
11antique" or older inspected and accepted extinquishers,
in all areas located on the approved blueprint. We
make this request to keep the theme of the center old
in appearance. A dry chemical extinquisher will be
placed in the electrical room and four other dry chemi-
cal extinquishers will be placed inside shops near the
soda acid extinquishers.
Thank you in advance for your consideration of this
request.
Sincerely,
W. me-s Musser
WJM/cmk
THE FINANCIAL CENTER - 1215 FOIJUR.IE.UE, SUITE 2226 - SEATTLE, WASHINGTON 9S161 - (206) 624-9040
0 0
CITY of EDMONDS
Clyic Center - Edmonds, Washington 98020 - Telephone (206). 775-2525
June 20, 1977
W. J. Musser
22426 Park Road
Woodway, WA 98020
RE: Milltown, 201 5th Ave. S., Edmonds, WA 98020'
File - 591-000-011
Dear Sir:
On June 20, 1977 ' your business was inspected by members of
the Edmonds Fire Prevention Bureau and the Edmonds Building
Division.
We request the following corrections:
1. Exits shall be.free opening at all times the
building is occupied Specifically, the exit doors
from the second floor south side.
2'. Obtain and mount fire extinguishers - minimum
rating 2:A - 10:B.C.
3. Fi re detection system shall be provided in new
maintenance room.
4. Provide schedule of installation dates for remaining
fire doors.
5. Provide railing around stair approach in landing
area adjqcent to maintenance room.
6. Provide certification that glass used'in the east
side of the second floor south exit is safety glass.
7. Post occupant load signs.
8. Flammable liquids should be stored in an approved
liquids storage cabinet. (see copy enclosed)
9. Further occupancy of the second floor shall be
discontinued until such time the building has
been issued a certificate of.occupancy.'
9. .0
W. J. Musserls
Page 2
June 20, 1977
The Fire Department will reinspect your building after
24 hours for #1 and #2, and 5 days for the remaining
items.
If we may be.oi further assistance please contact this
office .'(775-2525:., Ext. 247), business hours, 9:00 A.M.
to 5:00 P.M.
Yours for a safer -community through Fire Prevention,
Jack F. Cooper
Fire' Chief
:�Klp !S)MWO&M
Skip Simmons
Inspector
SS/asd
4-
21, Ji-iiie L977
Old Milltown
Memo
Ari unscheduled lnspecLio-ii 'by
departments was made Monday,
observations were made.
fec 1,
\jv" � I I ", .,
the Edmonds Builditig ,:uid Vire
20 June 1977. The following
The three existing tenants occupying space on the upper level.
are in violation of the city building code 'since no certificate
of occupancy has been issued. This, of course, can't happen
until completion of all building code -required construction.
The following items remain to be, --completed before a final
inspection can be made. The City has authority to padlock
the upper level if this work is not completed.
I
1. Install remaining fire door at stair 1. Test one fire
door in the presence of the fire marshal or his representative.
2. Install l-2 hr. rated, s-elf closing fire doors.
3,. Install 4 fire extinguishers on -upper level, at the
locations marked on the set of prints approved by the buil-d-
ing dept.
4. Temporarily close off the old small stair to public -use,
until new rail and skirt board can he installed.
5. Install I-211handrails to all..stairs.
6. his L a 1 -1 ex-i t h,,.-irdwarc on new ii p per I cve] (;ri I.- rY e o, p
door6 Opell dUrIng store 110Urs.
7. The glass lite adjacent to the pew entry doors must be
safety glass. No mark can be found to indicate that it is..
8. one piece of fire blocking is missing in the main entry
area.
9. No new tenants in upper level until these items are com-
pleted!
cc: James Musser
Edmonds Bldg. Dept.
-Edmonds Fire Dept.
Jack Wiggins
f it e
F-
X11 �_,M)
A&
CITY of EDMONDS
Civic Conter - Edmonds, Washington 98020 - Telephone (206) 775-2525
June 20, 1977
W. J. Musser
22426 Park Road
Woodway, WA 98020
RE: Milltown, 201 5th Ave. S., Edmonds, WA 98020
File - 591-000-011
Dear Sir:
On June 20, 1977, your business was inspected by members of
the Edmonds Fire Prevention Bureau and the Edmonds Building
Division.
We request: the following corrections:
1. Exits shall be.free opening at all times the
building is occupied. Specifically, the exit doors
from the second floor south side.'
2'. Obtain and mount fire extinguishers - minimum
rating 2:A - 10:B.C.
3. Fire detection system shall be provided in new
maintenance room.
4. Provide schedule of installation date's for remaining
fire doors.
5. Provide railing around stair approach in landing
area adj4cent to maintenance room.
6. Provide certification that glass used in the east
side of the second floor south exit is safety glass.
7. Post occupant load signs.
8. Flammable liquids should be stored in an approved
liquids storage cabinet. (see copy enclosed)
9. Further occupancy of the second floor shall'be
discontinued until such time the building has
been issued a certificate of occupancy.'
W. J. Musser#
Page 2
June 20, 1977
The Fire Department will reinspect your building after
24 hours for #1 and #2, and 5 days for the remaining
items.
If we may be of further assistance please contact this
office (775-2525, Ext. 247), business hours, 9:00 A.M.
to 5:00 P.M.
Yours for a safer -community through Fire Prevention,
Jack F. Cooper
Fire' Chief
Skip Simmons
Inspector
SS/asd
0
0
17 iLine 1977
Old Mi I.I.LoWi-I
E)nvid I I' \1A
14
1!
Field Order No. 5
Provide a price for the following additional work:
1. Install one additional 20 amp circut in T,ease S I
2. Add one smoke detector in Space 9. Tie to existing
surveillance monitoring system.
I
end change order no. 5
K,l 5th. Ave- "c �
1� JINYI
11
i.
0
greater Neattk grnt)e8tment Corporation
October 29, 1976
Mr. Skip Simmons
Fire Prevention Inspector
Civic Center
Edmonds, WA 98020
Thank you for your letter of October 26, but we
really do not want to plan a fire.
Seriously, the key to Milltown is on file at the
Fire Department. Also, the entire area is
controlled by Guardian Security Systems. If you
have any questions concerning their systems,
you may call Annie Failing at 622-6545. We
have also completed the information sheet and
have enclosed it herewith.
Please feel free to contact us if you have
any additional questions.
Sincerely,
WJM/sdz
THE FINANCIAL CENTER - 1215 FOURTH AVENUE, SUITE 2226 - SEATTLE. WASHINGTON 98161 - (206) 624-9040
CITY of EDMONDS
Civic Center - Edmonds, Washington 98020 - Telephone (206) 775-2525
October 26, 1976
Mr. James Musser
Greater Seattle Investment Corp.
1215 - 4th Av enue, Suite 2226
Seattle, WA 98161
Dear Mr. Musser:
Enclosed is an information sheet. Please fill it out
and return'with all information relative to the point
of construction.
Is there a manager of the'complex that the Fire Depart-
rn.ent could deal with on routine matters such as fire
prevention, inspection and R&�
�p:
Feel free to call if we can assist you in anv way.
Thank you for your�time
Skip Simmons
Fire Prevention InsDector
SS: gk
Enc.
0 0
CITY of EDMONDS
Civic Center - Edmonds, Washington 98020 - Telephone (206) 775-2525
October 26, 1976
Mr. James Musser
Greater Seattle Investment Corp.
1215 - 4th Avenue, Suite 2226
Seattle, VIA 98161
Dear Mr. Musser:
Enclosed is an information sheet. Please fill it out
and return with all information relative to the point
of construction.
Is there a manager of the complex that the Fire Depart-
ment could deal with on routine matters such as fire
prevention, inspection and pre -fire planning?
Feel free to call if we can assist you in any way.
Thank you for your time,
Skip Simmons
Fire Prevention InsDector
SS: gk
Enc.
0. 0
AL,
CMf of EDMONDS
Civic Center - Edmonds, Washington 98020 - Telephone (206) 775-2525
Mr. Ward Phillips
Milltown
P. 0. Box 218
Edmonds, Wa. 98020
Dear Sir:
July 25, 1975
RE: Milltown
(4912-4) 1
,5-9�
On June 23, 1975 the Fire Department advised you by letter that certain
items were in violation of City Ordinances or Fire Codes.
On July 14, 1975 a reinspection of the premises was made. The Fire
Inspection has indicated that code violations remain uncorrected.
The Fire Department is aware that.it may be difficult at times to comply
and to resolve such hazards'immediately because of day to day commit-
ments or other valid -appearing reasons.
In -the same respect, the Ordinances and Fire Codes were adopted by the
City of Edmonds to provide a minimum of equal protection for all its'
citizens and their valuable property.
It is not our wish nor desire to bring legal action against you to
obtain compliance, but that will be your choice.
The Fire Inspector will reinspect after August 11, 1975 to ascertain
your status.
Please advise by return letter your intentions or questions regarding
the matterat hand.
Sincerely,
Ralph H. Klein
Assistant Fire Chief
Fire Marshal
asd
CITY of EDMONDS
Civic Center - Edmonds, Washington 98020 - Telephone (206) 775-2525
Mr. Ward Phillips
Milltown
P.O.Box 218
Edmonds, Wa. 98020
Dear Sir:
June 23, 1975
FIL5
RE: Milltown
(902-2)
On June 2, 1975, Milltown was inspected by members of the
Edmonds Fire Prevention Program.
As a result of the inspection we request the following corrections:
1. Fire Extinguishers:
. Have all fire extinguishers serviced (see attached sheet).
2. Extension Cords are prohibited. Permanent wiring and receptacles
shall be installed where needed for electrical appliances.
Reference: Playing piano.
3z, Exhibit Room:
(Upstairs)
a. Post an occupancy load sign. Sign to read Occupancy
Load 385 persons.
b. Provide two approved exits per Uniform Building Code
Chapter.33.
C. Attached is application for a fire department permit
for public assembly. Please sign and return with a $5.00
fee.
4. Public Restrooms:
Replace the plastic waste containers with metal or approved
non-combustible type. Plastic trash liners may be used in metal
containers.
5. Provide a minimum one hour fire separation between the Country
Craftsman (downstairs) and the Exhibit area (upstairs).
6. Provide an approved heat detector in the e nclosed area behind
the Country Craftsman and/or remove all storage from this area.
The Fire Department will inspect your building after 15 days.
If we may be of further assistance please contact this office (775-2525,
Ext. 247), business hours, 9:00 A.M., to 5:00 P.M.
Yours for a safer community through Fire Prevention,
William R.-Angel
Fire Prevention Inspector
peh/asd
i9424 - 5601 i"(!St
Lv,inwood, 98036
i)ecember 13, IW4
Co.-Airan Elec!.; Lc
2121, rfol:Lh 3301
' 1 10,
;,�ea 1: L W tshing Cott 98103
Dtiar '. - Arh; : n-DAY iwria
;ZE: 'ITSAPORARY WIRING fO LIGHTS
IN OLD MILLTOWN. EDMONDS -
Tt- 1 : 7 74-21 �-')
8:00-9:00 a.m.
Ark ;jpproval was given for tile temporary use of Eomex run foc ttie
I feel til�--L tlie time limitation has now run out as to thiS daLe-,
and therefore L am hereby directing ttiat said "temporary wicirvl,"
1-�e rerjoved and permanent me-tal raceway and conductors be
r.ie-Ce GLM e-AiSLS a number of other problems regarding wir-li.ng in
61is bulAding, and 1. would appreciate meeting with you in order
Lialt hn occup�,ncy approval may be given to saLiafy tile requ irenet) ts
of tAle ('!I-y of. Edmon,ls.
�'11 Very truly yours,
EjJ1,.(,,rR1CPL iNsncrTON SECTIM
Dan A. Sliierenga
State Electrical Inspector
DAS /ttn)
F,
1,0"MIP Bldg.
, hIP,el, 14re 1asp., Edmonds r1re
i.ci )-tijilipn, 201-5th So., Edmonds
FIRE
December 9� 1974
Dan -Smier�mga
State Elactrical TnspectOr
L9 424 5/6,t-h AVenue WC:s
Ly=riood, W-cohington, 96036
Re:
1� i 1- 1 t m
20-1 5th Avenue Sout2i
Edmxmcls, 1-a-shington 9,9C20
Dear SirY
n, e Fire preve.-Itio_n Divi.sior. recently
inspected the Milltown
CO ley.
t was found that e temporazy electrical panel
At that t ime �h
and associated wiring within the,
hallway were still present.
'We would appreciate knmiing the
status oll' this temporary
wiring,
Sincerely,
W.illiam R. Angel
Fire Inspector'
peh
11
I
0
EUXTPUCAL INSPECTION SECTION
19424 - 56th West
.Lynnwood, Washington 98036
December 13, 1974
Tel: 7 74-21916
8:00-9:00 &.--.
Co�:hrati I.-'.1ect.ric
2121 klorth,35th
Seattle, Washington 98103,
Dear.3irs: 15-DAY NO rICE
RE: TEMPORARY WIRING TO LIGHTS
IN OLD MILLTOWN, EDMONDS
An approval was given for the temporary use of Romex run forthe
lioftinp
fiy.tures*
I feel that the time limitation has now run out as to this daLe
and therefore I am hereby directing tuat said �"t emporary w1ring"
�be removed and permanent metal raceway and conductors be insLalled.
Titere still exists a number of other problems regarding wiring.in
this' building, and I would app I rociate meeting with you in order
that an occupancy approval. may be.given to satisfy the requirements
of the Uty of Edmonds.
Very truly yours,
E 7CMICAL Mspwriom SECTION
LL
Dan A. Swie renga
State Electrical Inspecto.
')AS/mw
L
ffidiao-ai Asat
'do Bldg. litap.
t4main 4- 11rP
1,1m. A%ngei, Fire lasp., EdoDnds Fire be 1)
DEC 29
J. Wn rd Phillipn, 201-5th So. Edmonds
1914
UNONDS F18E DEPT.
CITY Of EDMONDS
Civic Center - �dthonda, Wsibin9ton 08026 - Telepttone (206) 175.ZgS
0hW& Of tho Rro ow
larch 25, 197/4
Mr. J. Ward Phillips
"illtown Building
0
5th Avenue and Dayton Street
'dn
ton�sg Washington 98020
Dear Sirt
In addition to items discussed in the presence of 11r. ron
M
aialey, flayorts 1).dministrative Assistalit I-T
On Arc
1974, other items were noted that will rtolutre addition"
or corrections,
TOese iter.1s, althou�gh not of an immediate flabirc# 11111 rtruire,
cOmPlPtioll '071,CIAn a r*asonabl e time perioe to C
Coder,. 0% 'Pl �,' wi re
Gatolliit mtorage tankW Lv-,Aer F.;tdowv.l!-. on 5tb
Aventit nliall be removed or saft aree cY In all &,,,irrovnt4.
manner as rertuired by codo,-�
T*,,,e liesit detection AYste.7�1 it, 07�(omrlQted i,,. t1'L(-A 11011C-
It aliall be added to,e*ci, aric,
concealed tpaces.
V�e frl'it li�,,hting, in ti-e lowe,
_qj jwajr is
L tow zrwt'��Cheq located vitliin reacb of ,nautiort�,,,�e
W C Is Saa
PetsOr"s- S"ch 8 it 1'' 11 be romoved and 4-1,,e lt��!Att.
coll,trollpd "From Wi I
Olt, a circutt bre-aktl- panel. V it
ir� decired, a time switcltl may be inetalled to s*,,,Llt' Off
eiJt Ug
,fiting when the biiildlng, is not occupird,
4. A separation fire door of 1�11 hour duratio-,-, shall be
installed 1111 tht Same I'Allway mentioned In three
above.
5. Vent pipe�- for undergrot-t!
lirtild tanits are present '�e,-t to the uprer levol jso�itj,
"I
overhead door. The tanks *hall UP rerloved or tafeguvrriecl
as in item One (1) above.
PIP-ase ndvist ILn a returt letter vr!ten we ma,- e.,,pect c0l-jpji&rjc(,
or action on t�teqe item
,6#
- z
t 0
r
.7
>
uh. ay,:N&.-'15 1973.'.'
Y
A C. ......
x."
'61gta
. . . . . . . . N ost
reDo,rn:.,-.---in:
monas,
�_'n&
:L
3i.'JEANNE EDWARDS 12ol:: 8ifi S.' in se�
-Aown
Staff - w4ite", - ':., V. I . � e.--
, , 6"" -
., , i; wn, Edmo 'and-
I �: - .%;,. - . . ndj% and.ret.aboutx: rve.
-'-EDM( V- '.A: --to& of-- rencvatins.;.jtll�i�.,juagnifjo passages hi -Inil
entIy;.-.:and ouj�&nd'. -_jhi�
.
built' 40,000,'-fock'- 6&- f
"y _g,
. . - - interiQra maw fo .cc
setting - . .... .. -ea.-o, In
structure.
-in. rnid&
d�� the' -of� iC- boonv
jor.b�:. sawmjjIsettIeu�t,:i t
thi� early 19003.* f�?`When �.ivilre 'through
"ef% sonie wbile
-Aftnera-MIll,think-, It.', d opening'of:the'first'i
newes Ahe... "n 6f, Old
I'd e witfi*A6,cam'_ff'1IIy`�
, ,
�ow 'I t, - I ted . ue.*,if;46'1M
" _jeady. I
:11tiLlieV- old, 'on,
it will.be June 1974,1
hotoi-that.Fv ore," the 4
-iLntiqujs-,_and
of-,Y.eii� td: ch
eAES .51i i -touc c6rnph
r so
;.:�'apdl the. 34-phoj�lhat will u
th6ntic�".
'Phifli mately! find -.:thek � hom�jn
Mil ill be'opezL::;
'Itown vu
e
Ward, PhiWi)6,';'bmeen nxade� to keep the� 11di !1. auth�nticity' t
ry. buff; aod-pntique Po)-*,*!�-"in -At's_� The
s..tate. Heavy— Nudding
hiitor'-&se been- looking.,.- for. aAd Its de*DDr IS I
Cit. trusses bo ._uP.:.-CarefuIIY PiDtectedi.by Philli
.64 rigiif - p 146e -!an
0 �� time �,'thi.�znasalve �rqof. aid `CDOrTnOus ap4 the.. Zoming'ahop-6wne
to;remvate,awadLhent0re fie
p)ica doors Ahat di-
r j�M -carefay.. paintid-sig
of--that'aI1ho5;t;tron1dnt I ic-.p.eriod-:_-_vJde- th . e builfflues. second,' and'.
west-Ns66ry-.` fi, even:, dbor�! finishings
..,,ry- ave�been sandblasted to're-; keepjng,.�,.with:� 6;:peri ..
th od a
being insta Il.ed
tmveLing:.-f4:iil:jteveria:�4;�b-aitY �of Ahe old -vvood.
yekii'-tand thering.-s- -coUec--.'
Uttle niiheis�.and
;01&stalriway�.,have rL_,_ he bee.�..set
a,44, fo�corne
ti of jr ed.. r�;zittij
":with;wiffl morn t;reads "tin as welf
or
inemorabilizOt at�mo*.-,�6ver,,v _0f.-P Blips antiqua�.*e,
an artists-in4ction—, -
lobiCed:: for a bitild! qw,
Ion
ows -one -9 j�61�uzsthey,havel.under'!-P d
his'- ......
ometown, E
_ L. In." . ..*,
dmonds %
'Me-'grajid.:_0_p' .6
ennig, ofi.t
—bodtils,'—first., -16z,shojjs��is%scheduWV'
so
of Jjlvcj�; ' I
'�; �Moii
'tori
efully' n%.
mmeo-.�rrom; a,.! car daY';"Rt.II-_' ELM., L 'th.')
d Harri-I
IjL , . .. . , . _ 0 - �bam Edmon�i-Miior,-,Hai*1_�'_ wl
- IF& D=,Qkanogan-,�':Valley.
ruary' e-purchaied...,.co 'P*_.with- - brick-ork,". and %',--.'son.preaidifig. at* riblion:ciit
09
t�`e` Y:*t 'Bu9diii9;,:)0cRted 'at'." ced*' Me, -Iadt,�pmduced`; by.�_'ceremnj
es.
.e;', Opp
-%ak
gm
_3
ru
44.
I asm
4A i,-
VT
OF
k, 1, -
t!z
flUill p
...... J1
I H
Overhead Door Company of Seattle
2024 SO. GRAND ST RE ET
SEATTLE, WASHINGTON 98144
(206) 324-9100
November 149 1973
mr. -.. qard Phillips
p.o. pox 218
Edmondst 11ashington
Dear Sir:
This is an acknot-iledgmient of the'order you have placed with us for two (2)
Rolling nteel rirc Doors Class Aq'three (3) hour as manufactured by Overhead
Door Co of Cilifornialt at oxnardq California. one door is to be for a
10, x 1;0 openingg facc- mounted on east side of opening at west end of tunnel.
One door is to be for an onening 111311 x 91411, undar I -In elt t wr e n T-b
t be 2 ja.- s,
mounted et eant end of tunnpl..
This ordnr ha- bron plaCed It our Oxnard 7actory and wp- have been aovised
that we should have these doors ly--forc UIP 1st 0�7 ')(%c('-.
very truly yoursq
OV—SWEAD DOOR CO. 07 -571=1-771 T-14C.
. Joseph T. Davis
PreeAent
JTD: ed
4
LL - -----jj
U�w
IN
77�1-,-- 7--
FIL
-ISE,,-W:''�,&S#pt. 5;, 1973'� P
i�NTERPR
ap,
REET.
''MIA
V.,
1� t4
'. PV�_ I
A 7
4 smomng
1� MY
_k
n j, r17.
im
n lap
rt
H`
�to
01 1),
"4
9
'the-
-NEW,STOREFRONTS,are takInq,s apb,�bt thb-Old aifalia0le'ther.e..;Phillips'this..we'ek"c-;o;nilrMe�''
� ., 11 ' -,-'A
ji
1�41. "Edm66 t -by., 1, Mard
'Being -bid.* Brya�f
wn ceri -will'ti -t- i4hoo4nd�ij_.,_ '6ank�Sitk* In fhe',,'1AO siq e-..,,
AMIN terr' iturt avarle y(o yar fee 41..ft' nofth.,
t - tt6me,1hIs-,. corner of. the 6iidiAgi, Next
'Alch;., v�brk an ixtiii of thi'fi4b4i"i'
eW QWS I a : . I the or. or --,.p
iti" v4ih. en'&-.. Wil hoWe
a _,o
StWrb'Ukk1's,co ee,j�p�aod..,4pljog- Mi I ItoWn. A, nOW additl the'so
'ph
9=2
ifidJheV'-,._.: allth tic Bull WrhiniVon.- -0i)inIh
11, Ooo-the'-Rid--Lanteek Ice.
11 s panned or
it I I :I, f, oti�bii. �::;(!EhWp�
or!ner �sppce s-
-APT-
P,ITY of EDMONDS
Civic Center - Edmonds, Washington 98020 Telephone (206) 775-2525
Chief Administrative Officer
-7 NT 7
7L+ Til
JUN 18 1973
June 14, 1973
EDNIONDS HIRE DEPT.
MEMO TO: BUILDING DEPARTMENT
FIRE DEPARTMENT.
It is hereby directed that the Building Official shall be,
responsible for and have authority, as delegated by the
Mayor of Edmonds, -for -the enforcement of the Building Codes
and the issuance of Building Permits.
The Building. Official may request that plans be reviewed by
other departments for compliance with laws and ordinances,
under their jurisdiction. If the Building Official is
satisfied -that the -plans --are- in rea-sonable -comp-1-ian-ce wi:th
the Uniform Building Code and other pertinent laws and
ordinances, he shall issue -a permit to the applicant.
Ronald L. Whaley^ -
Chief Administrativ-6 Officer
RLW/jh
cc Mayor Harrison
1A1 i�n
ulty
0 AP X-11
z? at ��,/Avj
x 120" 5100 15Q
9 Zrn.* Aff &O(d I't 0 006, ::!�O? opr
avF
3
7
r ru p V790 156Z
Fr 2' 7 76
70
4.a;- AS 7- e:;.o 0 r-
W1575 7- A T—
hWJD R&Trv�vIZAA-r,
e-of,j y
ti T) ex S. r- es - AMV 1 4 'fg --X �n� en
TV
136 PIW7�F
14 f->O.P7—V IF)41-r 12, R- I D 0 tt 094��S' 7-0
A,6 r7rw� s C. -13 —73
W I 7V Vot/ Al I et.-#", as
WL,
Ar4on;s or- ,9-1-
Pro,
-Ma5�7� ��z 45- le
AN Z) )0,9-� 7-74>AJ S A.)d> L-7,1
IF r-lr<O- -r>cZ7,,e-S a7,�OCr<W7-Z:-' IA? 4 S-17-aJ9770N
&-Se i T- 60 U T-,w �OoA-77z>*Q of> d 67L) 7, -6yZ-
'13 u / 41 /s, A40 C-A--,67-6 ofA-)D A)O�Jl Cv-?V/cws
660-m -r A.)V-Z, ole, �5p-,94jea
S 0 18 - PA A) &-2- 9 :g6eeV4-b dj�: tat7W /,A)
AXC'q Ag�P7vl-� 9 P44� 14/Vb
-Flo 1ptzovtz>j5- A146: 0- R5t� t �.
F4ArYIH PaOP5PIN4 4F22v1A,-=V oeog,
it
.4 -r-t'R- I v Al
9-u y -n A, .46:7�,z
4600
0
6700
0
30 SO TP
CRAWL SPACE
FT:l
UP UNEXCAVATED
F;,
go&* J:17K "i
L
;ZHO L
SOVrA7701( F1'
N -
MILLTOWN
201 5' AV S
SCALE
STREET LEVEL
W
100
a
0
I go/ I
J
CRAWL SPACE
UNEXCAVATED
//.,ago
NO Z7
2.
N 79f 7,0'&
I S-r - 9770 Z7
�z/z_ 0" " le
MILLTOWN
.201 98 AV S
SCALE 1'�--36
L 4D 4 A 17
u
u
LAV LAV
7/ 3 7e�
too
STREET LEVEL
70
021
sill
V"N
'MILLTOWN
r-
L-1
0
CITY of EDMONDS
Civic Center - Edmonds, Washington 98020 - Telephone (206) 775-2525
Building Department
BUILDING AREA
Building A
Building B
Building C,
June 13, 1973
MILLTOWN BUILDING
201-5th Ave. So.
5100
19700
7370
32170 Square Feet
PERMITTED BUILDING AREA (as type V-N)
Basic Allowable Area,.(F-2) 6000
Allowable Increase for separation on
(3) sides 2 1/2% X'40'=100% 6000
Total allowable(l story) 12000
Total allowable(2 story) 24000 square feet
For practical purposes, the following rationatization should belmade.
in respect to this structure:
1. Existing and proposed separation walls accomplish the following:
(a) Separations between buildings A & B, and between east and
west portions of building B divide the structure into the,
following separate structures;
guiiding A Total area z 10 0 squard fett
Building B (east) Total area = 11000 square feet
Building B (west) Total area = 8700 square feet
Building C Total area = 7370 square feet
All are well within the allowable areas for V-N construction.
2. The structure is not essentially a V-N building. This designation
has been applied for the following reasons only;
(a) In order to permit unprotected store fronts and exterior
architectural treatment.
(b) To permit exposed ceiling joists in west portion of building
B. A fire -resistive treatment has been specified for 1-Hour
protection at this location, however
MILLTOWN 131JILDINC11 - Page #2
201-5th Ave. SO.
3. The structure, from a practical standpoint, is a Type III -
HT building. The exterior walls aro reinforced concrete -
giving 4-Hour protection, bearing walls and columns are re-
inforced concrete or HT, the roof construction is primarily
HT, and the greater part of the ceiling -floor assembly is
HT. The exception is the west portion of building B, which
does not,constitute HT or I -Hour construction, but which
can be so protected. (see 2 above)
4. In reviewing the application for a remodel permit for this
structure the following code.sections should be considered:
(a) Section'104 (e) Application to existing buildings. .
"Alterations less than 25% of building value that are
non-structural that do not affect any member or part of
the building having required fire resistance may be made
with the same materials of which the building is con-
structed."
Portions of this building (partitions, etc.) are un-
protected construction.
(b) Section 104 _(S). Any change in use or occupancy of an
existing building shall comply with section 502.
(c) Section 502. The character of the occupancy of an ex-
isting building may be changed subject to approval of the
Building Official and the building may be occupied for
purposes in other groups without conforming to all the re-
quirements of this code for those groups provided the new
or proposed use is less hazardous, based on life and fire
risk, than the existing use.
in the opinion of the Building Official, there is no sub-
stantial increase in risk.
(d) Section 1603 - Alterations. Changes, alterations and re-
Dairs to the interior or to the iront facing a public street
may be made provided such changes do not in the opinion of
the Building Official increase the fire hazard.
With the improvements being made to the electrical wiring
installation within the building in the opinion of the
Building Official there is no substantial increase in risk
of fire.
(e) Section 1701. "Any building which does not entirely conform
to a type of construction shall be classified by the Building
Official into a type having an equal or lesser degree of fire
resistance."
In the opinion of the Building Official,. the building may be
considered as substantially equal to type III -I Hour con-
struction.
MILLTOWN BUILDING - Page #3
201-5th Ave. So.
5. B-3 (Restaurant) use on 2nd floor.
(a) Since the structure is essentially III -HT, this use is
Permitted. (table 5-0
W Exit from the restaurant is at ground level of the 2nd
floor, not through the structure below.
6. Certain stipulations have been assigned to building permits
by the building department, including those shown on sheet
4.
00S
MILLTOWN BUT T DIN(, - Page #4
W
201--5th Ave. So.
Permit Requirements
1. Underside of west portion of building B, 2nd floor to be protected
with Albi or equal fire -retardant paint, to provide substantially
I -Hour protection.
2. All south exit corridor walls to be I -Hour protected. Doors enter-
ing corridor must be solid core, self -closing. Doors in direction
of exit travel must swing out.
3. Adequate exit signs to be posted to indicate exit travel route.
4. Roll -up door between east and west portions of building B must be
U/L labelled and equipped with fusible link.
5. Wire glass must meet requirements of Section 4306 UBC.
6. New masonry wall must be 2-Hour rated (8" block).
7. Marquees and projections.
(a) Cornices, archtectural appendages, eave overhands, etc., ex-
tending over public property shall be constructed as specified
for marquees in Chapter 45 (1710) of the UBC.
(b) The attached pages 538, 539 and 540 of the UBC contain the re-
quirements for marquees.
(c) Materials of Construction: Combustible materials permitted
(1705) (1710) of the UBC.
(d) Marquees and/or other projections may require a street use
permit. Plans will be reviewed by the City Engineer.
B. This permit is limited to that work shown on approved drawings,
and acceptance of the work is subject to approval of permits for
balance of building.
9. All new partitions to be I -Hour construction (5/811 gyp board,
both sides under any architectural treatment). Store fronts
must have 1/21' gyp sheating tinder finish.
10. See accompanying Fire Department requirements.
b
c
TO-TtUL WwAk 13701
Z
041- o
17
ToTb.L 19,-loo
wrc'.)l
Y.
N
'012
2)-7 CC
C) 0
-4h A0%
�7: 77
-too
2%4 ow
I MP"
FLOOe C006TRUCTIOO
E4-ST PORTIONJ BU�Q-
0
OLS- L
L
0 0
A� �,, # 0,�'
CITY of EDMONDS
Civic Center - Edmonds, Washington 98020 Telephone (206) 775-2525
Mt
Building Department
June 7, 1973
PERMIT STIPULATIONS
This permit is issued for construction of open stud partitions only,
and is subject to requirements of section 302 of the Uniform Building
Code, which states in part "The holder of such permit shall proceed
at his own risk without assurance that the permit for the entire
building or structure will be granted.."
Harry Whitcutt
HMW/ae
cc: Fire Department
L DG
6-.1-73
.MILLTOWN BUILDING
�201-5th Ave. So.
Permit Requirements
1. "YAdersidia of west portion of building B, 2nd floor to'be protected
-"retardant paint, to n
wit� Albi '9"r. equal f it provide s"sta'tia#y
HdUR pF!piection.
.-2.'2nd floor'donstruction,of,buL&ding B, east portion can be rated
I HOUR.construction. (see'attached sketch)
4
be I HOUR protected. -''Dooes enter-�--'
t,`Ail'souih exit corridor walls to
ing-corridor must b6 solid core, self -closing. Doors. ip'dire6tiozi,
of,ekit travel must swing out.
;4. AdA to,,be posted to indicate exit travel route.
quatd exit sign s
5. Roll -up dqo'r between east and west portions of building B must be
U4L labeilid and equipped with fusible link,.
Wire glass, must meet 'requirements of section 4306,UBC,.
7. Now. mason". wall must be 2. HOUR rated (811 block)'.
and,
8.' This permii is iimited to that work shown on a*o4d"'drowings'.
P
acceptance of the work is subject- to approval of-pe6iis to'r'N;la�ce,
of building.
9. All new partitions,to be I HOUR construction (5/911 gyp board, both,
sid�s under 'any architectural treatment). Store fronts, mayhave'
1/211 g -sheathing under finish.
yp
eients.
10. See accompanying Fire Department requir
if tA
4ve,
4L
%Y'
TO: Jack Cooper# Fire Chief 1)
FROM: R. H- Klein, Assistant Chief
14ay 26, 1971
SUBJECT: Inspectiong Pre -occupancy
560, Bell
I . sub3ect
This building will be suitable for occupancy as an antique store
to the following main items,
1. Retail sales and customer use restricted to main floor only.
upstairs may be used for storage.
2. wiring is in good shape for a residence. Building heat is glass
. Recommend no additional wiring or changes to present
panel.
wiring be allowed.
Do ovided the
This building may be used for the occupancy discussedg pr
following main items are followed:
1. That any portion of the building used be properly wired, and
-conforming wiring be disconnected and removed
all other non
immediately.
2. That any remodeling be done to code.
3. That the entire premises be cleaned of all trashq debris and.
materials from the present occupancy.
4. Recommend the entire premiGe.s be provided with automatic
sprinklers.