Correspondence 4Z361,9 O?�
•
November 9, 1994 _ ■ lll
CITY OF TIGARD
Benner /Stange and Associates
10 NW 10th Avenue OREGON
Portland, OR 97209
Project: Boston Chicken - Plan Check #10 -33C
13935 SW Pacific Highway
Subject: Building Plan Review
(1991 UBC with Oregon Amendments)
The plans for this project were reviewed for conformity with applicable
codes. Please submit the following items for completion of the plan
review process at your earliest convenience:
1. What is the volume of cut and the volume of fill in cubic
yards?
2. Please complete the following forms and return to the Building
Division.
3. The maximum slope for the ramp on detail 6/C -3 is 1:8 (section
3307 (c)) .
4. Provide a draft stop above the suspended ceiling. In a non -
sprinklered building, the maximum distance between draft stops
is 60 feet and the maximum square footage is 3000 square feet
(section 2515(f)4B(iii)).
5. Submit truss designs for review.
6. The perimeter insulation shall extend downward from the top of
the slab for a minimum distance of 24 inches or downward to
the bottom of the slab, then horizontally beneath the slab for
a minimum total distance of 24 inches (section 5303(d)4). The
possibility to eliminate the perimeter insulation is an
option, if the energy compliance forms can justify compliance
with Chapter 53 for the entire building.
7. Exit doors from Group A Occupancies having an occupant load of
50 or more shall not be provided with a latch or lock unless
it is panic hardware. A key- locking device may be used in
place of panic hardware on the main exit only, provided there
is a readily visible durable sign adjacent to the doorway
stating, "THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS
HOURS" (section 3317(d) and exception 1).
8. The highest operable part of environmental and other controls,
dispensers, receptacles and other operable equipment shall be
within at least one of the reach ranges specified in Section
3109(b), and not less than 36 inches above the floor.
Electrical and communications systems receptacles on walls
shall be mounted a minimum of 15 inches high above the floor
(section 3109(c)2).
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772
9. Handles, pulls, latches, locks and other operating devices on
doors, windows, cabinets, plumbing fixtures and storage
facilities shall have lever or other shape permitting
operation by wrist or arm pressure and not requiring tight
grasping, pinching or twisting to operate. The force required
to activate such equipment shall be not greater than 5 pounds
force (section 3109(c)1).
10. Submit a copy of Washington County's Health Department report
for review.
11. Cooler /freezer manufactures to be approved by the State of
Oregon's Building Code Division. Please submit the
manufacturers names and three sets of plans for review.
12. Submit seismic bracing details for the mechanical equipment on
the roof which exceed 500 pounds per unit.
The following structural concerns are noted:
1. Sheet 3 of the calcs specifies HD8A holdowns for the
storefront shear walls with 8' -0" x 5' -6" x 24" footings.
Sheet S -2 of the plans does not reflect this specification.
2. Sheet 4 of the calcs does not specify the length of the 5/8"
anchor bolts.
3. Sheet 6 of the calcs calls for 3 x 6 girt bracing spanning 4
feet attached to each stud with 1/4" x 4 -1/2" lag screws.
Please indicate on the plans.
4. Submit calcs for the mechanical equipment located on the roof.
Please make these corrections on the appropriate pages of the drawings
and resubmit 3 copies of each page to the City of Tigard for review.
This plan review does not include electrical or plumbing plan reviews.
Electrical concerns can be directed to Washington County at 640 -3470 and
plumbing concerns to Mike Sheehan at the City of Tigard, 639 -4171 x312.
If you have any questions or concerns, please do not hesitate to call.
Sincerely,
Mark Burrows
Plans Examiner
FAX (503) 684 -7297
mb /pc #10- 33.doc
JIM GRIFFITH & ASSOCIATES, INC.
LAND /BUILDING USE STRATEGIES
1820 S.W. VERMONT STREET
SUITE K
PORTLAND, OREGON 97219
503 293 -0805
FAX 293 -2216
December 13, 1994
City of Tigard
Attn: Mark Burrows
31125 SW Hall Boulevard
Tigard, OR 97223
Re: Responses to Plan check No. 10 -33C.
1> See attached fax transmittal from W&H Pacific wherein the quantity of excavation
is estimated to be 800 cubic yards and is to be disposed of mostly on site.
2> Soils and Structural Special inspection forms have been executed and are attached.
3> See detail 6 of sheet C3 for revised ramp slope.
4> See revised sheet S -3 for draft stop detail and location. .
5> Truss designs will be submitted for jurisdictional review prior to inspection.
6> See sheets A5, A5.1, A6 & A7 for revised insulation details.
7> See sheet A2 for notes regarding main door exit sign reading "THIS DOOR MUST
REMAIN UNLOCKED DURING BUSINESS HOURS ".
8> All controls, dispensers, receptacles and operable equipment comply with 3109(b) and
3109(c)2 as shown on architectural and electrical elevations.
9> See sheet A2 for notes regarding lever handle hardware and specifications thereof:
10> Washington Co. health dept. report to follow.
11> See attached cooler plans.
12> See attached mechanical bracing plans.
1> See item No. 1 of the attached response from Martens /Chan, Inc. dated 11/14/94.
1> See item No. 2 of the attached response from Martens /Chan, Inc. dated 11/14/94; and
See sheet S4, detail 2/3 for anchor bolt length.
2> See item No. 3 of the attached response from Martins /Chan, Inc. dated 11/14/94.
3> See item No. 4 of the attached response from Martins /Chan, Inc. dated 11/14/94.
If you have any further concerns with these plans please give me a call. I will either answer
them myself or route them to the appropriate parties.
Sincerely,
• o • : E. Hu , 4 phre
417.073 \T- RCS.002
Construction In d� Related Test
Carlson Testing, Inc. Geotechntcat Consular
P.O. Box 23814
Special Inspection - Tigard, Orogon 07281
Phone (503) 684 -3460
FINAL SUMMARY REPORT FAX (603) 684 - 0954
September 6, 1995
tt95 -3088
City of Tigard
13125 S.W. Hall Blvd.
Tigard, OR 97223
Re: Boston Market - Tigard Permitl RUP94 -0336
13935 S.W. Pacific Highway SIT94 -0045
Gentlemen:
This is to certify that in accordance with Section 306 of the State
Building Code, we have performed random /periodic special inspection
at your request of the following items per our inspection reports:
Concrete - Cylinders Only
Structural. Steel - Shop & Field
All inspections and tests were performed and reported according to
the requirements of- Section 306 and, to the best of our knowledge,
the work was in conformance with the approved plans and
specifications, approved change orders and applicable workmanship
provisions of the State Building Code and Standards, as well as the
structural engineer's design changes and approvals.
Our reports pertain to the material tested /inspected only.
information contained herein is not to be reproduced, except in
full, without prior authorization from this office.
If there are any further questions regarding this matter, please do
not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
Douglas W. Leach
President
llo
cc: Joseph Hughes Construction,Inc.
Boston Chicken - Chris ),ind
ZO'd 200 917:TT S6'2. daS S6ZSV89' °N 131 'ISNO3 S3H9fH Hd3SOC
Construction Inspection & Related Tests
Carl son Testing, Inc. Geotechnical Consulting
P.O. Box 23814
Special Inspection Tigard, Oregon 97281
Phone (503) 684 -3460
FINAL SUMMARY REPORT FAX (503) 684 -0954
September 6, 1995
#95 -3088
City of Tigard
13125 S.W. Hall Blvd.
Tigard, OR 97223
Re: Boston Market - Tigard Permit# BUP94 - 0336
13935 S.W. Pacific Highway SIT94 -0045
Gentlemen:
This is to certify that in accordance with Section 306 of the State
Building Code, we have performed random /periodic special inspection
at your request of the following items per our inspection reports:
Concrete - Cylinders Only
Structural Steel - Shop & Field
All inspections and tests were performed and reported according to
the requirements of Section 306 and, to the best of our knowledge,
the work was in conformance with the approved plans and
specifications, approved change orders and applicable workmanship
provisions of the State Building Code and Standards, as well as the
structural engineer's design changes and approvals.
Our reports pertain to the material tested /inspected only.
Information contained herein is not to be reproduced, except in
full, without prior authorization from this office.
If there are any further questions regarding this matter, please do
not hesitate to contact this office.
Respectfully submitted,
CARLSON TESTING, INC.
0 4N-
Douglas W. Leach
President
llo
cc: Joseph Hughes Construction,Inc.
Boston Chicken - Chris Lind
September 14, 1995
rAkzorit
CITY OF TIGARD
OREGON
Doug Chelson
Joseph Hughes Construction, Inc.
7035 S.W. Hampton
Tigard, Oregon 97223 -4340
Subject: Tigard Boston Market, Engineering Permit #ENG95 -0004
In order to complete the requirements of the engineering permit for the
above project, the following items will need to be completed:
• Vacuum testing of the new sanitary manhole, test shall be witnessed
by the City.
• T.V. inspection of the public storm lines.
• As -Built drawings from your Engineer.
If you need any assistance in finding a contractor to complete this work,
we have a list of contractors in the area that I could FAX over to you
if needed. Also, I have attached for your use, a copy of the manhole
numbers for the public facilities for this project which will need to be
included on the testing documents.
Please contact me if you have any questions regarding the remaining work.
Sincerely,
-
Letha Thomas
Construction Inspector
1t \bcp1
c: Lisa Domenico /B.C.Northwest, L.P.
Bldg. Dept../
Project File
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772