Report (748) f iel eop 76-, 5-20
CITY OF TIGARD
A Program for Inspection Services and/or Material Testing
Date: i 2 2- 19 S ,19
City of Tigard: Plan Ck. No. I t- kA-e- Bup No. 6 V- 052a Sit No.
Project Title: •c1/461-i_ a l--4Nwu�4.' Address 1 W ► s - 7 2 ni
Architect of Record . .-1-zo 7 ccrrLOrn ,4zc 4, Zec -/ Ph. 425 - J. s - 3 203
a dress: / - I?�r - �cr_c —v ie t�A . goes.
Structural Engineer of Record: x l,« rc. ¢ Co •Jc/_ iJI 6 Ph. Arzs - s--c3 - do - 45 -
address: I2So3 ru- - Re, RD - - 13'=c._e_Juz, ‘Ja. i2 �'
Geo-Technical Engineer of Record: Ph.
address:
Provide the following information for the testing agency chosen to provide inspection services and/or testing.
Testing Agency: Ph. Fax.
address
Geo-Technical Agency: Ph. Fax.
address
The owner certifies that the above noted Agency has been employed to conduct the
special inspections or observations required herein.
Sign of Owner Phone No. Date
Print name Company name
The following is a list of special inspection and/or services required by the 1996 Oregon
Structural Specialty Code and Tigard's Municipal Code 14.06.010 through 14.06.040.
The special inspections and/or testing services required for this project to be provided by the Testing
Agency, Structural Engineer or Geo- Technical Engineer of Record are as follows:
• Special Inspectors for the Testing Agency shall be qualified, to the satisfaction of
the Building Official, for inspections of the particular type of construction or operation.
• Special inspectors shall observe the work assigned herein for conformance with the
approved plans and specifications and, submit copies of all inspection reports and, a
final signed report in accordance with OSSC, Section 1701.3 to the building official.
i
Structural Inspections Services and Material Testing
Requued . Provide
Category Descn tion of Services BY
p,
Xes /No
1. Concrete. OSSC, Section 1701.5.1 and Section 1903, 1904 and 1905
a. Review concrete mix designs
b. Inspect the placing of reinforced concrete.
C Observe the taking of test specimens.
d.
2. Bolts Installed in concrete. OSSC, Section 1701.5.2
a Prior t� and during the placement of concrete around bolts when stresses
permitted by section 1925 are utilized.
b.
3. Special Moment - resisting Frame. OSSC, Section 1701.5.3 and section 1921.9
a Provide continuous inspection of the placement of reinforcing steel and
concrete, and submit a certificate indicating compliance. •
b.
4. Reinforcing Steel and Pre- Stressing Steel Tendons. OSSC, Section 1701.5.4
a Inspection of reinforcing steel and pre stressing tendons before
stressing and grouting of tendons in pre stressed concrete
b Observe and record results of all tendon stressing in pre stressed
concrete.
C Observe grouting of all tendons in pre stressed concrete
d.
5. Structural Welding. OSSC, Section 1701.5.5 and Section 1703
Observe the welding of any member or connection designed to resist
a ' loads and forces required by the OSSC.
b. Visually inspect floor and roof deck welding.
C. Visually inspect welded studs when used for structural diaphragm or
composite systems. (shear walls)
d. Visually inspect welding of stairs and railing systems.
e Check certification of welders doing work on site.
f Visually inspect the welding of studs and joist. (part of a.)
Observe the welding of special moment - resisting steel frames, and
g conduct non - destructive testing required by OSSC, section 1703.
h. Observe the welding of reinforcing steel.
1.
:Category Description of Sernces
v} y'
No.
6. High Strength Bolting. OSSC, Section 1701.5.6
The installation of A325 and A490 bolts shall be in accordance with Chapter 22, Division IV
a. Verify bolt types, diameter and installation
Periodic inspection shall be in accordance with OSSC, Section 1701.6
b.
c .
7. Structural Masonry. OSSC, Section 1701.5.7 and 2105
Other than fully grouted open-end hollow -unit masonry.
a. Visually verify placement of masonry units, reinforcing steel, inspection
of grout spaces and taking any required prisim or test specimens, and be
present during all grouting operations.
For fully grouted open -end hollow -unit masonry .
b. Visually verify the start of laying units, placement of reinforcing steel,
taking prisms or test specimens, inspect grout spaces and be present
during all grouting operations.
C. Verify that grout and mortar materials and proportions are in accordance
with OSSC, Table 21-A for Mortar and 21 -B for grout.
d.
e .
8. Spray - applied fireproofing. OSSC, Section 1701.5.10
a. Visually verify the substrate condition, thickness determination and
confirm density report are all in accordance with UBC, Standard 7-6
b.
9. Piling, Drilled Piers and Caissons. OSSC, Section 1701.5.11
a. Present during driving of piles and subsequent testing,
b. Inspect the construction of cast -in -place drilled piles or caissons.
C. Observe placing of reinforced concrete.
d. Observe placement of reinforcement steel
e .
10. Shotcrete. OSSC, Section 1701.5.12
a. Observe taking of test specimens
b. Observe the placement of all shotcrete used for structural members.
Submit a statement of compliance with plans and specifications.
C. Visual examination of completed shotcrete work.
Submit a report of the three test specimens required.
d.
SOILS Inspection Services and Materials Testing
Special Grading, excavation and filling