Correspondence (155) August 25, 2006 / /Gne
vO +'
I R CITY OF TIGARD
Mildren Design Group, � P�
Dan Vasquez OREGON
7650 SW Beveland St, Suite 120
Tigard, OR 97223
RE: TRIANGLE COMMONS BUILDING ONE AND GARAGE — SITE RE V
Project Information ,F
Building Permit: SIT2006 -00006 Construction Type: III - B/
Tenant Name: Triangle Commons Occupancy Typ B /S2
Address: 11850 SW 67 Ave. Building Are • 2 s ry, 48,667 sq ft
story, 49,419 sq ft
The plan review was performed under the State of Oregon S. • <' al Spec Code (OSSC) 2004 edition;
and the Tualatin Valley Fire & Rescue Fire & Life Safety ' ire ° -ts based on the 2004 Oregon Fire
Code (OFC). The submitted plans are approved subjec ° ; ;ao �'_ g.
1. Deferred submittals: Items which may be de i ; d i de, .ut are not limited to, the following:
Raised floor systems, glazing systems, sky ..111 ; oode teel, or composite floor or roof trusses,
suspended ceiling system, retaining walls, :hel'..'ng' ; - ms and steel storage racks, stairway system etc,
will be charged a deferred submittal fe- • - >,;::. the 'aluation of the portion of the work being
deferred. The minimum fee shall be �'`'' a:! 0: "`-: fee is in addition to the project plan review fee based
on the total project value. OAR 18- 050 -0
• Deferred Items: *Fire yst m design (UDC & riser line for stand pipes & sprinklers)
• Block retaining wall
• Steel shop dra • as oted • er Consulting review document
"Documents for d fe °m% submittal i shall be submitted to the registered design professional in responsible charge who
shall review them any ��� them to the building official with a notation indicating that the deferred submittal
documents haw re red a `% been found to be in general conformance to the design of the building. The deferred
submittal i 6 ```?; ; 'all not ;; 'nstalled until the design and submittal documents have been approved by the building official.
Oregon '_�� • ctura ' ;.; •ecia Code Section 106.3.4.2"
E '
2. Erosion control measures shall be in place prior to excavation or grading.
SPECIAL INSPECTION
3. Special inspection is required for concrete, reinforcing steel, embed plates, bolts and masonry,
and as noted in Geotechnical Engineer report along with plan sheet AO.1 and S7.1 of plans. The
special inspection agency shall furnish inspection reports to the Engineer of Record, the General
contractor, and the City of Tigard Building Division (attn. Hap Watkins). All discrepancies shall be
13125 SW Hall Blvd., Tigard, OR 97223 (503) 639 -4171 TDD (503) 684 -2772
4
brought to the attention of the general contractor for correction. The special inspector shall submit a
final signed report stating whether the work requiring special inspection was, to the best of the
inspector's knowledge, is in conformance with the approved plans and specifications and the applicable
workmanship provisions of the code 1701.3 OSSC FYI These special inspections do not wave the
building departments required inspection by code.
4. Structural Observations is required for all concrete or masonry retaining and screen walls.
Deficiencies shall be reported in writing to the owner and to the City of Tigard, Building D'vision,
attention Hap Watkins. FYI The structural observations do not waive the building dep nts
required inspection by code.
RETAINING WALLS
5. Retaining Walls shall be installed per engineer design and manufactures s.ecificatio
6. Backfill and drainage of walls shall be as stated in geotechnical r ::
FIRE LINES — OFC 508
7. FDC line /valves and fire sprinkler line shall be designe.,.: N t ,, 24 and NFPA 13. All piping shall be
inspected prior to backfill.
8. The fire service main shall be flushed thorough b -for? * to the system riser in order to
remove foreign materials that might have en ;. re a ma' '1'. uring the course the installation. The flow
rate shall not be less than the water dem. ► d r: e o ystem. NFPA 24 - 10.10.2
9. Hydrostatic testing of the undergro :. i ` '�- , I occur upon completion of work. The contractor's
material and test certificate for u dergrouri` , :.ing shall be completed and signed. Copies shall be
prepared for approving autho ' e , owners and contractor. NFPA 24 - 10.10.1 (All piping shall
be inspected .rior to bac .
10. All piping and attac • en es subjected to system working pressure shall be hydrostatically
tested at 200 psi or 50 psi „ ?%, ; ess of the system working pressure, whichever is greater, and shall
maintain that pr e witho loss for 2 hours. Loss shall be determined by a drop in gauge pressure
or visual le, ,,ge.`' .ressure shall be read from a gauge located at the low elevation point of the
system ° • ortion c • ing tested. NFPA 24 - 10.10.2.2
11. `i • servic. ". shall be minimum 36 inches below grade under driveways and 30 inches
he depth shall be measured from the top of the pipe to finished grade. NFPA 24 —10.4
12. Thrust ` ocks shall be placed between undisturbed earth and the fitting to be restrained and shall be
capable of such bearing to ensure adequate resistance to the thrust to be encountered. Wherever
possible, thrust blocks shall be placed so that the joints are accessible for repair. NFPA 24 - 10.8
13. Clearance shall be provided around all piping. The holes shall be sized 2 inches larger than the pipe for
1 -in nominal to 31/2 -in nominal and 4 -in larger than the pipe 4 -in nominal and larger. No clearance is
required if flexible couplings are located within 1 ft of each side wall, floor, platform or foundation.
NFPA 24 - 9.3.4.
14. Piping shall be listed for fire protection service and shall comply with the standards in Table 10.1.1
15. Fire department connections shall be located and arranged so that hose lines can be readily and
conveniently attached to the inlets without interference from any nearby objects, including buildings,
fences, posts, or other fire department connections. NFPA 24 - 5.9.5.2,
16. Each fire department connection to sprinkler systems shall be designated by a sign as follows:
(1) The sign shall have raised or engraved letters at least 1 in. (25.4 mm) in height on a pla - or fitting.
(2) The sign shall indicate the service for which the connection is intended and shall rea•, ': r example
as follows: NFPA 24 - 5.9.5.3
AUTOSPKR "+
OPEN SPKR
AND STANDPIPE
17. A sign at inlets shall indicate the pressure required to deliver the great stem e',; d.
NFPA 24 - 5.9.5.4
ACCESSIBILITY 1104 OSSC
18. Accessible walkways and routes shall not exceed a run slo ! -;•S f unit vertical in 20 units
horizontal (5% slope). Cross slopes shall not exceed n . 50 units horizontal (2%
slope).
19. Accessible parking spaces and access aisles , i` `_.,.,,- locat on a surface with a slope not to
exceed 1 unit vertical in 50 units horizo , 1 all `.,-c: ons.
a
20. The accessible parking sign is req ' b . • ches to the bottom of the sign.
Approved Plans: 1 set of appro: - "• :lans, bearing the City of Tigard approval stamp, shall be maintained
on the jobsite. The plans shal . • :....-,.,-,,-,:, to the Building Division inspectors throughout all phases of
construction. 106.4.2 OSSC '•
"
Premises Identification: App -. numbers or addresses shall be provided for all new buildings in such
a position as to be .' <r: visible d legible from the street or road fronting the property.
When sub ' g revis d drawings or additional information, please attach a copy of the enclosed City of
Tigard, s ` to ' Tr. (:mittal. The letter of transmittal assists the City of Tigard in tracking and
proce .: e do ' ~ ents.
Respectfull ,,
j'eY
Val Henzel,
Senior Plans Examiner
JOB NAME: Tigard Triangle Building #3 /Site Work; .. -
CITY OF TIGARD
::'`
JOB ADDRESS: 11850 SW 67th, Tigard, OR j,, :s .4(": BUILDING DEPARTMENT
DATE: August 25, 2006
MCE Project No 060891 fir ,,-;',-:,-''• y 13125 HALL BOULEVARD
. TIGARD OR 97223
SHEET 1 OF 1 "k ',-„, ;-
=:; ,��- Tigard Building Permit SIT2006 -00006
,,.. 4 __
STRUCTURA P L4
L N REVIEW #2
Plans Dated 5/10/06; Catculations Dated 8/17/06
Corr. Item Page No. Comments Code Section
Made No.
8/21/06 1 Sheet S7.1 Masonry Submit calculations and details with masonry 106.1.1
Calculations Pgs. 2, 14, etc. stress per element. Clarify conflict on
masonry stresses.
8/21/06 2 Sheet S9.1 Submit when or how often for type of work 1074
Special Inspection Program listed as periodic.
8/21/06 3 Sheet S7.3 calculations Submit soils report for values used for
106.1.1
seismic loading.
8/21/06 4 Calculations sheet 5 Submit calculations with safety factor on all 1806
walls.
5 Special Inspection Special inspection is required for concrete, 1704
reinforcing steel, embed plates, bolts and
masonry.
6 Structural Observation Structural observation is required for all 1709
concrete or masonry retaining and screen
walls.
7 General (shop drawing) Submit one set of reinforcing steel shop
(Deferred Submittal) drawings, which have been reviewed and
initialed by the Project Engineer, to be filed
with the city of Tigard before placement.
8 General Approved resolution of the above items shall
. be incorporated into submittal plans before a
permit will be issued. Submit four (4) sets of
revised plans to the city of Tigard.
JOB NAME: Tigard Triangle Building #3 /Site Work: Q ,_. „_ CITY OF TIGARD
JOB ADDRESS: 11850 SW 67th, 'Tigard, OR cCS' =; r. BUILDING DEPARTMENT
DATE: August 25, 2006
13125 HALL BOULEVARD
MCE Project No 060891 ; , ? R`”`
' TIGARD, OR 97223
SHEET 1 OF 1
Tigard Building Permit SIT2006 -00006
's,
STRUCTURAL'P4N REVIEW #2
Plans Dated 5/10/06; Calculations Dated 8/17/06
Corr. Item Page No. Comments Code Section
Made No.
8/21/06 1 Sheet S7.1 Masonry Submit calculations and details with masonry 106.1.1
Calculations Pgs. 2, 14, etc. stress per element. Clarify conflict on
masonry stresses.
8/21/06 2 Sheet S9.1 Submit when or how often for type of work 1074
Special Inspection Program listed as periodic.
8/21/06 3 Sheet S7.3 calculations Submit soils report for values used for 106.1.1
seismic loading.
8/21/06 4 Calculations sheet 5 Submit calculations with safety factor on all 1806
walls.
5 Special Inspection Special inspection is required for concrete, 1704
reinforcing steel, embed plates, bolts and
masonry.
6 Structural Observation Structural observation is required for all 1709
concrete or masonry retaining and screen
walls.
7 General (shop drawing) Submit one set of reinforcing steel shop
(Deferred Submittal) drawings, which have been reviewed and
initialed by the Project Engineer, to be filed
with the city of Tigard before placement.
8 General Approved resolution of the above items shall
be incorporated into submittal plans before a
permit will be issued. Submit four (4) sets of
revised plans to the city of Tigard.
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