Correspondence / Illl
25 April 1996 CITY OF TIGARD
Bruce Stock OREGON
Stock and sociates
82 Univ ity Street I r
Sea , Washington 98101
RE: TETRA PLASTICS/NIKE 015605 - SW 72nd Avenue, Tigard
Dear Mr. Stock:
Plan review for structure, mechanical and plumbing have been completed and approved for
permits. The plumbing fixtures specified on the plans add five (5) dwelling unit equivalents
(DUE's) to the building sewer. In addition to the plumbing permit fees /tax of $210.60 and
mechanical permit fees /tax of $140.40, the sewer usage increase of five (5) DUE's at $2,200.00
per unit or $11,000.00 is to be paid before permits can be issued. Also, the general contractor
must supply the City with a copy of his /her valid Oregon Construction Contractors Board
license prior to permit issuance.
The permit application/plans for fire suppression were received on Thursday, 11 April 1996;
were prepared for plan review today and routed to Jim Funk, Commercial Plans Examiner.
Although we have received more applications than normal this month, we may still be able to
make our customer service standard of three -weeks for plan review correspondence. Please
contact Jim at 503 - 639 -4171, extension 390 for more information regarding this permit.
If you have any questions regarding the process involved for permit issuance, please feel free to
contact me at 503- 639 -4171, extension 361. Thank you for working with all of us in
Development Services and the Building Division.
Cordially,
Jean Heitschmidt, Development Services Team
Community Development
cc: John O'berg, Power Plumbing
Jim Funk, Plans Examiner, City of Tigard
Jill Aldrich, Customer Service Manager, City of Tigard -
H.• /feetetra/042596 /jmh
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772
Ca itol / 5 70-5 5 w 72 4 .4-
Electric Co. Inc.
12810 N.E. Airport Way
Portland, OR 97230
255 -9488 •
March 6, 1996
•
Community Development
13125 SW Hall Blvd.
Tigard, OR 97223
Attn: Mike Rudd
Re: Permit Application
Mike:
Final drawings with panel schedules will be generated by March 15th for this
project. Was I correct by counting each drop from the Buss duct as a Branch
Circuit?
I will contact you next week after you have a chance to review this.
Sincerely,
Randy Tasker
•
•
•
•
-
e _61.11 6 e.° ` /
Alta ca e,04.144, 7h Zt S) 7 a
CITY OF TOG :r. D
April 18, 1996 OREGON
Mr. Bruce Stock
82 University Street
Seattle, WA 98101
Re: MODIFICATION FOR NIKE TETRA 2 PROJECT
Dear Mr. Stock:
Pursuant to your request, dated April 12, 1996, Tigard will grant
a modification pursuant to UBC Section 106 to allow the building to
be 9% over allowable area on the North side and 75% over allowable
area on the South side.
Background:
The building is Type V -N construction, consisting of tilt -up
concrete walls and wood panel roof system, supported by 12 -inch
concrete columns. The previous use of the building was
office /warehouse. The proposed use is office /manufacturing. The
existing building is substantially over -area. This modification
will allow the change of use and will serve to bring the building
into compliance.
Conditions of Approval:
1. A fully complying two -hour area separation wall shall be
provided which will divide the building into a 52,093 square
foot North section and a 71,957 square foot South section.
2. The sprinkler system shall be a wet system.
3. A fully complying two -hour occupancy separation shall be
provided between the office /mezzanine area and the remainder
of the building.
4. The building shall be provided with an automatic fire alarm
system throughout, as defined by Section 2 -6.4 of Article 14 -2
of the Uniform Fire Code, designed to comply with Article 14 -2
of the Uniform Fire Code and shall consist of:
a. Smoke detectors in the office area.
b. Rate -of -rise detectors in the manufacturing area and the
unused mezzanine above the office area.
c. Horn and strobe annunciation throughout the building as
required by the applicable codes and standards.
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772
Mr. Bruce Stock
April 18, 1996
pg. 2
(NOTE: A separate application, plan review, and permit shall be
required for the alarm system).
If you have any questions concerning the above conditions of
approval, please call me at 639 -4171, x311. Specific questions
regarding the alarm system should be directed to Jim Funk, Plans
Examiner, at 639 - x390.
Since)4f ,
/tl L
a/
David Sc
Building Official
\\
c: File
Jim Funk
Tom Plescher
Gene Burchill
bup96- 0081 \nktetra2.doc
jvfro 9Lp -erg/
/ 570_5 L5L// 72nd ,4vt
May 6, 1996
Mr. Bruce Stock
82 University Street
Seattle, WA 98101
Re: MODIFICATION FOR NIKE TETRA 2 PROJECT
Dear Mr. Stock:
Pursuant to your request, dated April 12, 1996, Tigard will grant
a modification pursuant to UBC Section 106 to allow the building to
be 9% over allowable area on the North side and 75% over allowable
area on the South side.
Background:
The building is Type V -N construction, consisting of tilt -up
concrete walls and wood panel roof system, supported by 12 -inch
concrete columns. The previous use of the building was
office /warehouse. The proposed use is office /manufacturing. The
existing building is substantially over -area. This modification
will allow the change of use and will serve to bring the building
into compliance.
Conditions of Approval:
1. A fully complying two -hour area separation wall shall be
provided which will divide the building into a 52,093 square
foot North section and a 71,957 square foot South section.
2. The sprinkler system shall be a wet system.
3. A fully complying two -hour occupancy separation shall be
provided between the office /mezzanine area and the remainder
of the building.
4. The building shall be provided with an automatic fire alarm
system throughout, as defined by Section 2 -6.4 of Article 14 -2
of the Uniform Fire Code, designed to comply with Article 14 -2
of the Uniform Fire Code and shall consist of:
a. Smoke detectors in the office area.
b. Rate -of -rise detectors in the manufacturing area and the
unused mezzanine above the office area.
c. Horn and strobe annunciation throughout the building as
required by the applicable codes and standards.
Mr. Bruce Stock
May 6, 1996
pg. 2
(NOTE: A separate application, plan review, and permit shall be
required for the alarm system).
If you have any questions concerning the above conditions of
approval, please call me at 639 -4171, x311. Specific questions
regarding the alarm system should be directed to Jim Funk, Plans
Examiner, at 639 -4171, x390.
Sincerely,
David Scott, P.E.
Building Official
c: File
Jim Funk
Tom Plescher
Gene Burchill
bup96- 0081 \nktetra2.doc
1 f .
1 •
.AU 96- 0
///4
25 April 1996 CITY OF TIGARD
Bruce stock OREGON
Stock and ociates
82 U • ersity Street
Se e, Washington 98101 7
RE: TETRA PLASTICS/NIKE @ 1.5,05 SW 72nd Avenue, Tigard
Dear Mr. Stock:
Plan review for structure, mer.hanr'.r.1'' and plumbing have been completed and approved for
permits. The pluz .ibing fixtures specified on the plans add five (5) dwelling unit equivalents
(DUE's) to the building sewer. In addition to the plumbing permit fees /tax of $210.60 and
mechanical perrrt t fees /tax of $140.40, the sewer usage increase of five (5) DUE's at $2,200.00
^cr unit or $::1,000.00 is to be paid before permits can be issued. Also, the general contractor
must supply the City with a copy of his /her valid Oregon Construction Contractors Board
license prior to permit issuance.
The permit application/plans for fire suppression were received on Thursday, 11 April 1996;
were prepared for plan review today and routed to Jim Funk, Commercial Plans Examiner.
Although we have received more applications than normal this month, we may still be able to
make our customer service standard of three -weeks for plan review correspondence. Flease __
contact Jini at 503 - 639 -4171, extension 390 for more information_ regarding this permit -
If you have any questions regarding the process involved for permit issuance, please feel free to
contact me at 503 - 639 -4171, extension 361. Thank you for working with all of us in
Development Services and the Building Division.
Cordially,
9 .exu,
Jean Heitschmidt, Development Services Team
Community Development
cc: John O'berg, Power Plumbing _. - . +
im Funk, Plans Examiner, City of_Tigard - -
Jill Aldrich, Customer Service Manager, City of Tigard
H. /feetetra/0425964mh
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772
April 19, 1996 TIGARD - FIRST RE- REVIEW
LP No. 96522.008
Mr. Bruce Stock
Stock and Associates
' 82 University St.
Seattle, WA 98101
Re: Plan Review for Tetra Plastics Facility
/57 l"56�5 S.W. 72nd Ave.
Tigard, Oregon
Dear Mr. Stock,
Linhart Petersen Powers Association (LP has completed a review of the documents we've
received for the above captioned project. These documents were reviewed only for their
conformance to the Oregon Structural Specialty Code (OSSC), 1993 edition and the Oregon
Mechanical Specialty Code (OMSC), 1993 edition.
Documents reviewed include the following:
1. Plan sheets A0.01, A1.01, A1.02, A2.01, A2.02, A2.03, A2.11, A2.12, A2.13, Blow Mold
Mezzanine 1 of 8 to 8 of 8, A2.14, A3.01, A3.02, A4.01, A9.01, M -1, M -2, M -3.
2. Fifteen (15) page response to 4 -3 -96 plan review. Response dated 4 -9 -96.
3. Thirty-two (32) sheets of structural calculations and detail.
4. Sixty -four (64) 8 1/2" x 11" pages of MSDS, 8 pages of Energy Code compliance forms and
19 pages of process narrative, sketches and mechanical cut sheets.
General
1. Plans are required to be stamped and wet ink signed by a State of Oregon registered
professional Architect or Engineer. Response accepted.
2. Sheets M -1 and M -2 shall be drawn to scale per OSSC section 302 (d). Response accepted
Structural
1. Submit structural calculations to verify compliance with OSSC section 2336 and Table 23 -P
for the full- height wall which separates the office areas from the manufacturing area.
Response accepted
2. Also provide Structural calculations to verify compliance with lateral design requirements of
OSSC 2336 for the equipment mezzanines, equipment, tanks, HVAC equipment and etc. in
accordance with the Horizontal Force Factor, Cp listed in Table 23 -P. Response accepted
3. Provide details and calculations for the cooling tower including the footing/foundation
design. Response accepted
=�, LINHART PETERSEN POWERS ASSOCIATES
V 3855 -3 Wolverine Street NE • Salem, OR 97305
(503) 371 -2212 • FAX (503) 371 -3853
Nonstructural
1. Please submit a request for "Modifications ", per OSSC section 106, to the building official
for the over -area condition. Your request should be submitted on forms provided by the
building official and must identify mitigating factors to be considered. Response to be
approved by the Building Official.
2. The West yard adjacent to lot 3 building must be maintained as a yard to justify the area
calculations that have been provided. Specific reference is made to a FAX memo dated
March 22, 1996 to Jim Kenworthy from Stock & Associates. To assure that this yard is
maintained, an appropriately worded deed restriction is needed for lot 1, 2 and 3. Deed
restriction language is to be approved by the building official prior to filing. To be
approved by the Building Official.
3. The property line shown as passing through the.building and which forms the North
boundary of Lot 1, South boundary of Lot 2, must be deleted in a manner that legally
combines Lot 1 and Lot 2. OSSC Table 5 -A. To be verified and approved by Building
Official.
4. The maximum quantity of LP -Gas allowed in one storage location shall not exceed 735 lb
(334 kg) water capacity [nominal 300 lb (136 kg) LP -Gas]. If additional storage locations are
required on the same floor within the same building, they shall be separated by a minimum of
300 ft (91 m). Storage beyond these limitations shall be outside or in a special building.
Response accepted
5. If the existing mezzanine is enclosed and not used, provide access as required for attics via a
minimum 22" x 30" access opening. OSSC. 3205 (a) Also, ven til a tion i r f this
space per 3205 (c). Response accepted
6. For clarification, plans should be revised to reflect the removal of stairs to the existing
mezzanine. Response accepted
7. Provide the design number for each of the fire rated wall types referencing an approved
listing authority such as U.L. or the Gypsum Design Manual. Response accepted
8. Doors 178A, 155A, 154A, 125A, 125B and 122A must be 1 1/2 rated assemblies. OSSC 503
(c) 3. Glazing in these doors shall comply with OSSC section 4306 (g). Response accepted
9. Identify the location and storage arrangement for all hazardous material. Response accepted
10. Several plan sheets show an exit door in the South wall approximately 30' from the
Southwest corner of the building. Other plan sheets do not show this door. Please revise to
clarify the intent. Response accepted
11. Plans are not clear regarding exterior landings at doors. Landings are required per OSSC
3304 (j). Response accepted
12. Revise plans to show handrails and guardrails per OSSC 1712 and 3306 (I). Response
accepted
13. Provide stairway details per OSSC 3306. Response accepted
14. Additional exit signage may be required in order to clearly indicate the direction of travel.
Exit signs should be visible from any point in the building. OSSC section 3314 (a). Need to
field verify.
15. Provide information regarding the provision of accessibility features for persons with
disabilities. Specifically, provide information to show compliance with OSSC section 3112
(a). Provide additional information to verify a budget of up to 2.5% of renovation.
16. Door 125C shall be provided with an exit sign per OSSC 3314. Response accepted
17. The overall diagonal distance of, lunch room 125, is approximately 80'. Therefore, exit doors
shall be separated by a minimum of 40'. Door 125E and 125D are not a sufficient distance
apart and are the only doors from this area which swing in the direction of exit travel. Please
revise to comply with exit separation requirements. OSSC Table 33 -A and section 3303 (d).
Response accepted
18. All exit doors serving lunch room 125, including 125D, 125C, 122B (if provided with .
hardware) and 128A must be provided with panic hardware per OSSC section 3317 (d).
Response accepted
19. Glazing located in 1 -hour rated corridor walls shall be labeled 3/4 hour assemblies. OSSC
section 3305 (h) 2. Response accepted
20. Provide a section detail through the rated corridor for review. Response accepted
21. The duct penetration of corridor 128, shown on Sheet M -1, shall be protected by combination
fire /smoke dampers. OSSC section 4306 (j) 5. Response accepted
22. Corridors shall not be used to convey air to or from rooms when corridors are required to be
1 -hour rated. OMSC section 1002 (a) The affect of this requirement is that conditioned
space within these corridors must include both supply and return air. Response accepted
23. Each HVAC unit providing more than 2,000 cubic feet of air per minute shall be provided
with an automatic shutoff activated by smoke detectors. OMSC 1009 (a) and (b). Response
accepted
24. Please complete the Mechanical permit application and identify all of the equipment and
appropriate fees. Re- submit the application and pay the appropriate fees. Response
accepted
25. Please identify the location of a means of access to roof mounted mechanical equipment per
OMSC section 710 (h). Response accepted
26. Provide Electrical connections for mechanical equipment per OMSC section 509. Response
accepted
27. Heating equipment shall be provided with automatic controls to shut off the fuel supply in the
event of pilot or ignition failure. Depending on the location of equipment, remote controls
may be required. OMSC section 506. Response accepted
Thank you for the thorough response to each of the original items. LP has completed the re-
review and believes Code compliance has been reasonably achieved. We recommend that
construction be authorized and that necessary permits be issued.
Sincerely,
•
Eak
J m Kenworth
Branch Manager
c: David Scott, P.E., Building Official
City of Tigard
JUN -20 -1996 12 56 HOME & BUILDING CONTROL 503 968 3397 P.01/02
20076.- OrO
•
H
/5 705 S IA/ 7,Z t_
Facsimile Cover Sheet
• . To: e
• Company:
Fax: q-72 q7
From: �tzfz_ _.
Company: HONEYWELL
HOME & BUILDING CONTROL
Phone: 503 - 968 -3384
. Fax: 503- 968 -3397
Date: to is q,
Pages:
(including this cover sheet)
•
15495 SW Sequoia Parkway, Suite 100
Portland, Oregon 97224
• CONFIDENTIALITY NOTICE
The information contained in or attached to this telecopy transmission is intended only for the confidential use
of the individual(s) named above. If you are not the named recipient or an agent responsible for delivering it
to the named recipient, you are hereby notified that you have received this document in error and that review,
dissemination or copying of this communication is prohibited. If you have received this communication in
error, please notify us immediately by telephone and return the facsimile document to us by mail. Thank you.
•
JUN -20 -1996 12:56 HOME & BUILDING CONTROL 503 968 3397 P.02/02
.' 1
Customer Alarm Activity Report
For Dates 06/20/96 -- 06/21/96
HONEYWELL PORTLAND
15495 S.W. SEQUOIA PKWY SUITE #100
PORTLAND,OR 97224
Phone: 5039683390 Fax: 5039683397
Personal: TOM WIITALA
PACTRUST
15115 S.W. SEQUOIA PARKWAY
PORTLAND,OR 97224
Customer ID 7246010837
Protected Premises Address: PACTRUST
15605 S.W. 72ND
TIGARD,OR 97224
Phone: 5036247787
Agreement No: 724012146300
Day Zone Event Time Comment
Jun Thu 20 IN TEST MO 9:25A 000:02:00 ALL ZONES
COMMENT 9:26A T -13 WORKING ON SYSTEM.
2 ALARM 9:34A WF
2 RESTORE 9:35A WF
1 ALARM 9:39A WF
1 RESTORE 9:40A WF
2 ALARM 10:03A WF
2 RESTORE 10:04A WF
2 ALARM 10:06A WF
2 RESTORE 10:07A WF
1 ALARM 10:09A WF
1 RESTORE 10:10A WF
1 ALARM 10:11A WF
1 RESTORE 10:12A WF
OUT OF TES 11:26A ALL ZONES
TOTAL P.02
06/20/96 10:28 ADT SECURITY 4 503 684 7297 NO.084 P001/001
Event History Display CS -007
o
• CS # E310020103 TETRA PLASTICS, INC Dispatch Code: B
15705 SW 72ND AVE As Of: 06/20/96 11:05
Zn/
..Date.. ..Time.. Trans Acct Op Code Descr Pass /Com St
06/20/96 10 :21:40 9 40 FIRE ALARM *B *1ST T
ZONE COMMENT SUB OWNED FA PANEL
06/20/96 10:18:03 9 40 FIRE ALARM *B *1ST T
ZONE COMMENT SUB OWNED FA PANEL
06/20/96 10:17:25 9 40 FIRE ALARM *B *1ST T
ZONE COMMENT SUB OWNED FA PANEL
06/20/96 10:15:21 9 40 FIRE ALARM *8 *1ST T
ZONE COMMENT SUB OWNED FA PANEL
06/20/96 10:13:56 9 40 FIRE ALARM *B *1ST T
ZONE COMMENT SUB OWNED FA PANEL
06/20/96 09 :55:06 9 40 FIRE ALARM *B *1ST
ZONE COMMENT SUB OWNED FA PANEL
06/19/96 10 :44:50 9 40 FIRE ALARM *B *1ST T
ZONE COMMENT SUB OWNED FA PANEL
06/19/96 10 :44:49 9 40 FIRE ALARM *B *1ST T
ZONE COMMENT SUB OWNED FA PANEL
M'ore, P'rev#, Next, D'isp, G'en
Zone - Event Code View Page: 1 CS -003
CS# E310020103
TETRA PLASTICS, INC
ON TEST: PRIMARY- ALL 06/20/96 11:57
St Zone Code Event Description.. Zpg Sc R? RN S RR Trps Comment
1 *T 1 151 BURGLAR ALARM *J Y WHSE OH DR #1 1I
2 *T 2 151 BURGLAR ALARM *J Y OFFC MOTION SW 21
3 *T 3 151 BURGLAR ALARM *J Y WHSE ENT DOOR S 2I
4 *T 4 151 BURGLAR ALARM *J Y OFFC DOOR SW 21
5 *T 5 151 BURGLAR ALARM *J Y OFFC DR SOUTH 21
6 *T 6 151 BURGLAR ALARM *J Y OFFC MOTION NW 2I
7 *T 7 151 BURGLAR ALARM *J Y OFFC FRT ENTR DR 2D
8 *T : 151 BURGLAR ALARM *J Y OFFC MOITION 2D
9 * Cr 40 FIRE ALARM *8 Y * 5 SUB OWNED FA PANEL
10 *T 9T 3186 FIRE SYS TRBL *E Y
11 *T 10 850 SUPERVISORY *E Y * 5 TRB ON FIRE PANEL
12
13 *T 12 151 BURGLAR ALARM *J Y OFFC -WHSE DR NE 2D
14 *T 14 151 BURGLAR ALARM *J Y WHSE EE DR E 1D
15
16
P'rev, Next, M'ore, D'isp, G'en, OT'est, CT'est, RT'est
Pest -it" brand fax transmittal memo 7671 1 aet page, • I
to. co.
Dept.
P
Fax t +o'Q• -'343
a
a ar q6 , , 6 00
May 6, 1996
Mr. Bruce Stock
82 University Street
Seattle, WA 98101
Re: MODIFICATION FOR NIKE TETRA 2 PROJECT
Dear Mr. Stock:
Pursuant to your request, dated April 12, 1996, Tigard will grant
a modification pursuant to UBC Section 106 to allow the building to
be 9% over allowable area on the North side and 75% over allowable
area on the South side.
Background:
The building is Type V -N construction, consisting of tilt -up
concrete walls and wood panel roof system, supported by 12 -inch
concrete columns. The previous use of the building was
office /warehouse. The proposed use is office /manufacturing. The
existing building is substantially over -area. This modification
will allow the change of use and will serve to bring the building
into compliance.
Conditions of Approval:
1. A fully complying two -hour area separation wall shall be
provided which will divide the building into a 52,093 square
foot North section and a 71,957 square foot South section.
2. The sprinkler system shall be a wet system.
3. A fully complying two -hour occupancy separation shall be
provided between the office /mezzanine area and the remainder
of the building.
4. The building shall be provided with an automatic fire alarm
system throughout, as defined by Section 2 -6.4 of Article 14 -2
of the Uniform Fire Code, designed to comply with Article 14 -2
of the Uniform Fire Code and shall consist of:
a. Smoke detectors in the office area.
b. Rate -of -rise detectors in the manufacturing area and the
unused mezzanine above the office area.
c. Horn and strobe annunciation throughout the building as
required by the applicable codes and standards.
Mr. Bruce Stock
May 6, 1996
pg. 2
(NOTE: A separate application, plan review, and permit shall be
required for the alarm system).
If you have any questions concerning the above conditions of
approval, please call me at 639 -4171, x311. Specific questions
regarding the alarm system should be directed to Jim Funk, Plans
Examiner, at 639 -4171, x390.
Sincerely,
David Scott, P.E.
Building Official
c: File
Jim Funk
Tom Plescher
Gene Burchill
bup96- 0081 \nktetra2.doc