Correspondence H u u u u u Ll u u u u u u u u u Ll u u
M T T E S O N • A R C H I T E C T S
u
April 16, 1996
Mr. James Funk, Plans Examiner
City of Tigard
13125 SW Hall Blvd.
Tigard, OR 97223
Re: WAREHOUSE DEVELOPMENT
510 NW THIRD 8250 SW Hunziker Road
PC3 -18C SIT96 -0014
PORTLAND
OREGON 97209
503 224 6145 Dear Mr. Funk;
I have forwarded a copy of your letter dated April 12, 1996 to the owner, Mr. James Severson, for
response to items 1 thru 5.
I offer the following comments to Item #6 and the Accessibility items #1 thru #3:
Item #6: Roof area of the building is 12, 692 square feet; Paved parking area is 9,593 square
feet; and Sidewalk area is 771 square feet. There is no 'dock loading facility'.
Accessibility
Item #1: All building entrances are accessible with 1/2" thresholds. Parking surfaces and
accessible route from designated parking spaces are at the same elevation as the floor level, i.e., no
curb. There is no 'pubic sidewalk' serving this site. The 'public street' serving the site accesses
the designated accessible parking spaces. This meets the accessibility requirements and no detail is
required.
Item #2: The new sidewalks do not have 'curb ramps' - these walks taper at the ends at a ratio of
1 :20 and do no qualify as a ramp. No detail is required.
Item #3: Designated accessible parking spaces are shown with the international handicapped
symbols and stripped loading area on the site plan. Attached is a copy of ODOT's drawing for
dimensions of symbols and lines. The "van accessible" sign will be installed on the building.
If it is acceptable to 'red mark' the drawings for the square footages of surface areas, sidewalk
slopes, and attach the HC drawing, please let me know at your earliest opportunity as I do no want
to hold up the permit process.
Thank you for your assistance.
Sincerer
John L. a = on, A.I.A.
cc Jim Severson, Centrex Construction
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M A T T E S O N • A R C H I T E C T S
April 24, 1996
Mr. James Funk, Plans Examiner
City of Tigard RECEIVED
13125 SW Hall Blvd.
Tigard, OR 97223
APR 2 41996
Re: WAREHOUSE DEVELOPMENT COMMUNITY DEVELOPMENT
slo NW THIRD 8250 SW Hunziker Road
PC3 -18C SIT96 -0014
PORTLAND
OREGON 97209
503 224 6145 Dear Mr. Funk;
Attached are three (3) copies of the revised Site Plan dated 4 -23 -96 with the following revisions
per your letter dated April 12, 1996 and our phone conversation of April 19, 1996:
V utility information indicating location, size, type and slope of piping for sanitary sewer,
storm sewer and catch basins and potable water.
down spouts are connected downstream of the catch basin.
3' erosion control is indicated by small scale site plan indicating sediment fence location and
applicable detail for fence.
t/ square footage for impervious surface is indicated under 'Project Data'.
the sidewalks are indicated to slope at the ends @ 1:20 with tactile texture as HC access
warning.
l HC parking stripping is indicated by added schematic drawing and signage is noted.
Other items of your letter are addressed by my letter dated April 16, 1996 and Mr. James
Severson's (owner) letter dated April 17, 1996.
Regarding handicap access from a public street - it is my opinion that the northeast end of our new
sidewalk (property line) is the extent of development responsibility for HC site access.
Please call if you have any questions. It is my understanding that this completes the requested
information and a permit may be issued.
Thank you for your assistance.
Since
John L. on, A._.A.
cc Jim Severson, Centrex Construction
Pr
Akk
April 12, 1996 CITY OF TIGARD
OREGON
Matteson Architects
510 NW Third
Portland, OR 97209
Re: WAREHOUSE DEVELOPMENT
8250 SW Hunziker Road
PC3 -18C SIT96 -0014
The plans and specifications have been reviewed for conformity to
applicable codes. Please submit three (3) sets of revised plans
and specifications incorporating the following requirements:
V q ( Site
`► % The storm drainage s plan shall adequately address the number of
catch basin required to handle the parking lot and b hard
surface runoff. The Uniform Plumbing Specialty Code (UPSC)
Section 1408 allows a maximum 6" outlet on each catch basin,
and Table 14 -2 limits the maximum surface area one catch basin
can serve to 7,133 square feet at a 1% slope of the horizontal
line from the catch basin. Additional catch basins are
required to adequately serve the area.
Y Provide a utility plan showing the location, size, type,
and slope of piping for sanitary sewer, storm sewer and
catch basins, and potable water.
4q . Flow - through catch basins are not permitted. Connect the
�' roof down -spout drain system downstream of the catch
basin.
--._._______ +/ Catch basins shall be trapped by using an inverted one -
quarter bend or welded baffle. Provide catch basins
constructed to OSPC Section 1408 specifications.
e. Fill placed on property which is to support the foundation of
any building shall be placed in accordance with accepted
engineering practice. .ubmit a s.oi1 is estigation report and
a report from an approved testing agency of satisfactory
placement of fill [Section 2903, and City Ordinance 4224].
• Provide an erosion control plan and details of protection in
accordance with the Unified Sewerage Agency requirements.
• Contact the Fire Marshal at 526 -2502 in regards to fire
apparatus access and turn - around requirements. Provide a copy
of their requirements.
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772
Matteson Architects
April 12, 1996
pg. 2
Submit the cost of providing each category of site preparation
including, but not limited to:
A. Site preparation.
B. Grubbing and grading.
C. Utilities.
D. Storm, sanitary, fire hydrants, fire sprinkler, and
domestic water piping.
E. Paving.
F. Curbs and sidewalks.
G. Erosion control.
H. Retaining walls and railing.
I. Landscaping.
J. Lighting.
V. / K. Accessibility requirements.
Provide the total square footage of impervious area for the
building, parking lot, sidewalks, and dock loading facilities.
Accessibility
At least one accessible route shall be provided within the
boundary of the site from the public street or sidewalk to an
accessible building entry [OSSC, section 3103(a)]. Provide
details.
Curb ramps shall be constructed in accordance with
requirements in OSSC, Section 3103(b). Provide a detail
/ within the plan.
Accessible parking stalls for the disabled shall have signs
and pavement markings of the international symbol of
accessibility clearly visible and designed to standards
adopted by the Oregon Department of Transportation [Section
3104 (d) 9] .
Ii. Signage for the parking stall for the disabled shall
include a separate "van accessible" sign mounted below
the sign [ORS 447.233 (2) e] .
If you wish to discuss any of these items, please give me a call.
Sincerely,
James Funk
Plans Examiner
sit96- 0014 \pc3 -18c
CENTREX CONSTRUCTION
INCORPORATED
April 17, 1996
6
City of Tigard V 3
13125 SW Hall Blvd. S
Tigard, OR 97223 1 / v
Attention: James Funk
Reference: WAREHOUSE DEVELOPMENT
8250 SW Hunziker Road
PC3 -18C SIT96 -0014
Gentlemen:
Enclosed is the response to your letter to Matteson Architects, dated April 12, 1996 regarding the
above referenced project. Items #1 and #2 will be forthcoming.
1. Item #3; three (3) copies of the erosion controls plans.
2. Item #4; one (1) copy of the turn - around requirements.
3. Item #5; one (1) copy of the cost per category of site preparation.
4. Item #6; one (1) copy of Matteson Architect's letter with attachment, dated April 16, 1996.
Respectfully submitted;
James A. Severson
warehouse \Funk#2.a17
Attachments
8250 S.W. HUNZIKER RD. • TIGARD, OREGON 97223 -5060 • TELEPHONE (503) 684 -0443 • FAX (503) 620 -6692
Hunziker Road Warehouse Warehouse Shell
8250 SW Hunziker Road City of Tigard
Tigard Oregon 97223 FirstReview
April 25, 1996
Page 1
Hunziker Road Warehouse Shell
City of Tigard
LP Job No. 96522.020
City No. BUP -96 -0151
JOHN L. MATTESON ARCHITECTS
MATTESON ARCHITECTS
510 NW THIRD AVE.
PORTLAND, OR 97209
FAX (503) 223 -0342
RE: FIRST PLAN REVIEW HUNZIKER WAREHOUSE SHELL
LINHART PETERSEN POWERS ASSOCIATES has reviewed plans for the above
project:
• Plans Set Pages 1 through 3 of March 22, 1996 sealed by Oregon Architect John L.
Matteson.
• Eight page "Slab & Foundation Details" report of March 11, 1996 sealed by Roger
McGarrigle, P.E., Oregon Engineer 7160.
• Plans for steel building from Pacific Building Systems, stamped February 21, 1996,
and sealed by Arlie M. Lenhardt, P.E., Oregon Engineer 7139. This plan set includes:
General Notes, sheets 1 through 7, D1, D3, SFW -1, Fl, and F2.
• Structural calculations for steel building from Pacific Building Systems, stamped
February 21, 1996, and sealed by Arlie M. Lenhardt, P.E., Oregon Engineer 7139,
about 15 pages.
This review is based on the 1993 Edition of the State of Oregon Structural Specialty Code
and all citations are from this code unless otherwise noted. The review is for a shell
building only and was not reviewed for high -piled storage defined in the Fire Code.
GENERAL:
Group B, Division 2 Occupancy.
Type V -N Construction (sprinkled).
Base area: 12,600 square feet.
Stories 1.
Occupancy load:
Big Space: 17
Small Space: 9
Parking 26 spaces, one van and one non -van required. Two van stalls provided.
LINHART PETERSEN POWERS ASSOCIATES
3855 -3 Wolverine Street NE • Salem, OR 97305
(503) 371 -2212 • FAX: (503) 371 -3853
•
Hunziker Road Warehouse Warehouse Shell
8250 SW Hunziker Road City of Tigard
Tigard Oregon 97223 FirstReview
April 25, 1996
Page 2
1. Site storm sewer catch basins shall comply with the design provisions in the State
Plumbing Code, Chapter 14. Cleanouts shall be provided at the base of all building
raindrains.
2. All deferred submittals, such as the fire sprinkler system, mechanical system,
plumbing and the electrical systems, shall be reviewed and approved by the architect
of record before submitting for review to the building department. Section 302 (b).
FIRE AND LIFE SAFETY:
1. The exterior one -hour walls shall be listed assemblies of an approved testing agency.
Section 4302 (b).
2. The fire sprinkler system shall be designed for a shell building at Ordinary Hazard
Group 2 over an area of 3,000 square feet. Section 3802.
3. The proposed fire department connection shall be located a minimum of 40 feet away
from the building exterior wall and within 70 feet of a public fire hydrant.
Additionally, such fire department connection shall be approved by the Tualatin Fire
and Rescue Fire Chief. Oregon Fire Code, Article 10.
STRUCTURAL:
1. Special inspections for steel high strength bolting shall be provided as
required in Section 2709 of the code. The engineer shall determine if such
special inspections are required. Section 306 (a) 6.
DISABLED ACCESS:
1. Provide an accessible route leading from the existing public sidewalk to the
main entry of the new building. Section 3103 (a).
2. Signs are required for disable parking stalls. Signage language for disable parking
stalls by Oregon statute. The message on the sign shall read: "PARKING WITH
D.M.V. DISABLED PERMIT ONLY VIOLATORS SUBJECT TO TOWING
UNDER ORS 811.620 AND A FINE OF UP TO $470 UNDER ORS 811.615." An
additional sign shall appear under the above sign reading: "VAN- ACCESSIBLE."
These signs shall comply for color, size and character size with standards of the
Oregon Transportation Commission. See ORS 447.233 (f).
ENERGY CONSERVATION:
1. Documentation is required by Section 5301 (c) showing complacence with energy
conservation requirements. This documentation shall be on forms approved by the
Building Codes Division administrator.
LINHART PETERSEN POWERS ASSOCIATES
V L 3855 -3 Wolverine Street NE • Salem, OR 97305
(503) 371 -2212 • FAX: (503) 371 -3853
Hunziker Road Warehouse Warehouse Shell
8250 SW Hunziker Road City of Tigard
Tigard Oregon 97223 FirstReview
April 25, 1996
Page 3
2. Perimeter slab -edge insulation is not provide. Slab -edge insulation may be avoided
by alternate insulation systems authorized by Section 5301 (d). Document is required
as provided in Section 5301 (c).
PLAN REVIEW COMMENTS WOULD NOT PRECLUDE THE ISSUANCE OF A
FOOTING AND SLAB PERMIT FOR THIS PROJECT.
Respectfully,
LINHART PETERSEN POWERS ASSOCIATES
GARY LAMPELLA
Plans Examiner
Of_t!
WALTER M. FRIDAY, P.E.
Plans Examiner
c: Jim Severson, Centrex Construction Inc., FAX (503) 620 -6692
Dave Scott, Tigard, Building Official, FAX (503) 684 -7297
L INHART PETERSEN POWERS ASSOCIATES
tv oi 3855 -3 Wolverine Street NE • Salem, OR 97305
(503) 371 -2212 • FAX: (503) 371 -3853