Correspondence Smith Space Planning
3815 SW Hall Blvd. — Beaverton, OR 97075
Phone 503.526.0622 — Fax 503.541.2040
May 11, 1998 RECEtVFo
MAY ?. 1 1998
City of Tigard COMMUNITY DEVELOPMENT
SW Hall Blvd.
Tigard, OR 97223
ATTN: Robert Poskin, CBO
RE: J. Thayer Co.
7342 SW Kable Lane
PC #04 -106C
BUP #98 -0182 ,
Re- Submittal Of Documents For Building Permit��'
ttt4
Accessibility:
A. Added 2 more accessible parking y es in the amount of $1,500 (sheets 2 & 3).
B. Added approved lever hardware on all existing doors which are not in compliance
in the amount of $2,400 (sh t 1).
C. Added A. D. A. approv drinking fountains in the amount of $7,600 (sheets 1 & 2).
Fire and Life Safety:
1. Removed dea olt from door #B (sheet 1).
2. Added 21a rs 5/8" type "X" G. W. B. to detail 5 (sheet 2).
See enclosed letter from T. M. Rippey, consulting engineers, for structural responses.
If you have an . estions or require additional information, please call.
Sincere Opt
Ron 1 -r
enclosures
9700 SW Capitol Hwy., Suite 150
�E� TM RIPPEY Portland, Oregon 97219
CONSULTING ENGINEERS Phone: (503) 244 -0266
Fax: (503) 244 -0191
May 8, 1998
City of Tigard
Attention: Robert Paskon
13125 SW Hall Boulevard
Tigard, Oregon 97223
Re: OBP III Building D Mezzanine
Project Number: 98075
PC Number: 04 -106c
BUP Number: 98 -0182
Dear Robert:
The following is in response to the three structural plan check items on the attached plans
examination sheet.
Item 1: The 5" slab depth was verified by Mackenzie /Saito and Associates
architectural drawing A3 dated 4/29/98.
Item 2: The details for the suspended acoustical ceiling systems are provided on the
architectural drawings. See suspended ceiling bracing detail on 1/3 of the
architectural drawings.
Item 3: As indicated in the structural notes, special inspection must be provided for
placement of epoxy anchors and expansion anchors where indicated on the
drawings. Carlson Testing will be responsible for the inspection of the epoxy
anchors. See the attached Structural Special Inspection Form.
If you have any further questions or require additional information, please do not hesitate to call.
Sincerely,
\\ G, N �Q�
w 16720 ' ,
Ralph Turnbaugh, P.E.
Project Manager �� 4
Project 0 . , ON ,) ,... •
RT /mdg 4 r 2o
Enclosures
.r. `i..
CITY OF TIGARD
April 29, 1998
®REGON
Linda Smith
PO Box 6
Beaverton, OR 97075
RE: J Thayer Co. Building Plan Review
7342 SW Kable Lane
PC #: 04 -106c BUP #: 98 -0182
Submittal documents for the above referenced project have been reviewed for
conformance with the applicable 1996 Oregon Specialty Codes and other applicable
codes and standards. The following comments are noted:
rgeattlr Q.14
1. Under the provisions of OSSC, Section 1113, which efers to ORS 447.241(1)
through (8), the total budget for barrier removal ust be expended unless the
site is fully compliant. Based on your budget ere remains $11,100.00 in funds.
Review the following areas for expendituri.
A. Accessible Parking - your site plan shows 9 parking spaces available.
Under the provisions of OSSC, Section 04.1 (ORS 447.233) 4
accessible parking spaces are require . Provide 2 additional.
B. Provide lever hardware on all doors not cur ntly in compliance.
C. Provide a drinking fountain, OSSC, ApI dix Chapter 29 (footnote page
1 -497).
1. Remove the deadbolt from Door #13. OSSC, Section 1004.3.
2. Drawing 2, Detail 5 - ceiling lid requires 2 layers of 5/8 x G.W.B. - Gypsum Assc.
Handbook - 13th Edition.
. � s ;ir. fir" at '
1. From page 6, TM Rippey, consulting engineers, the calculations are based on an
assumed 5" slab. Provide wirtten and visual certification of this depth.
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772
. f .
J(hayer Co. Building Plan Review
PC #: 04 -106c BUP #: 98 -0182
Page #2
2. Suspended acoustical ceiling systems shall comply with the following:
A. Be anchored to resist lateral seismic forces [OSSC, Section 1630.2 and
Table 16 -0]. Provide suspension wires not smaller than No. 12 gauge
spaced at 4" 0 /C, perimeter wires on terminal ends of cross and main
runners at a maximum of 8" from each wall, four No. 12 gauge wires
splayed 90 degrees from each other at an angle not exceeding 45
degrees from the plane of the ceiling with a strut centered and extending
to the structural members supporting the floor or roof above and spaced
12" on center in both directions starting 6' from each wall, and
B. All lighting fixtures weighing less than 56 lbs, shall be positively attached
to the suspended ceiling system [UBC Std., Section 25.213], and
C. #12 gauge wires shall be attached to the grid members within 3" of each
corner of the fixtures, and
D. Lighting fixtures shall have two No. 12 slack wires connected from the
fixture to the structure above, and
E. Ceiling- mounted air terminals or services weighing less than 20 lbs. shall
be positively attached to ceiling runners.
Provide details in the revised plans.
F. T -Bar ceilings shall not be used to support partition walls.
3. When special inspection is required by OSSC, Section 1701, the architect or
engineer of record shall prepare an inspection program which shall be submitted
for approval prior to a building permit being issued [OSSC, Section 106.3.5].
A. Submit an inspection program designating the work requiring special
inspection, and the agency who will be responsible for conducting the
inspections [OSSC, Section 106.3.5].
B. Complete the enclosed Structural Special Inspection form designating an
Approved Testing Laboratory [Line B] and signed by the owner of the
project [Line D].
i. The completed form must be returned to this office before a
building permit can be issued.
ii. Copies of all special inspection reports shall be filed with this
office continually during construction.
iii. A final signed report must be on file before the occupancy permit
will be issued [OSSC, Section 1701.3].
Mechanical, sprinkler, alarm, electrical and separate plumbing permits will be required.
.rThayer Co. Building Plan Review
PC #: 04 -106c BUP #: 98 -0182
Page #3
Please submit two copies of revised submittal documents and a letter indicating your
response to the above comments for review. Please call me at (503) 639 -4171 if you
have any questions.
Sincerely,
ert Poskin, CBO
SENIOR PLANS EXAMINER