Specifications •
JOB NAME: Tigard Triangle Commons Parking Garage CITY OF TIGARD
JOB ADDRESS: 11850 SW 67th, Tigard, OR FRE COPY B IL HAL DEPARTMENT
DATE: June 1, 2006
MCE Project No.: 060594 TIGARD, OR 97223
SHEET 1 OF 2 Tigard Building Permit BUP- 2006 -00207
STRUCTURAL PLAN REVIEW #1
Plans Dated 3/21/06; Calculations Dated 3/21/06
Corr. Item Page No. Comments Code Section
Made No.
1 S1.0 Seismic criteria, site class 'C' to be verified by soils 106.1.1
report.
•
2 S1.0 Concrete structural note calls for 5,500 PSI concrete 106.1.1
for P.T. slab. Drawing S2.2 calls for F' = 5,000 PSI for
P/T flat plate. Clarify which strength is required.
3 S1.0 Tension LAP splice tables for top bars are shown for 106.1.1
5,000 and 6,000 PSI concrete. P.T. slab appears to
be 5,500 PSI and note 3 says to "interpolate for splice
length as necessary." Explain and /or give an example.
4 S2.3 Please provide finish floor elevations on drawing S2.3 106.1.1
and accommodate slopes for drainage. Drawings
C2.0 indicate diagonal grade contours. Drawing C2.0
indicates diagonal grade contour lines: coordinate.
5 Calculations Structural calculations indicate that the concrete is 106.1.1
overstressed in shear at d/2 from the face of column.
The added shear value from the stud rails is not
shown. Please provide.
6 There does not appear to be a height restriction for 106.1.1
the P/T slab entry from adjacent grade. If vehicle size,
height, or weight is not restricted, P/T slab must meet
the requirements of IBC Section 1607.6 (50 PSF L.L.).
7 Calculation Submit calculation for moment with 6,000 pound Toad 106.1.1
•
P -1 at 18 inches above slab.
8 Calculation Submit calculations and details for material used, 106.1.1
P -1 brick or CMU, with loads taken into slab.
9 Sht. S5.1 Clarify tie spacing. 106.1.1
Detail 5/S5.1
10 Sht. S5.2 Submit calculations for loads and method of 106.1.1
Detail distribution.
14/S5.2
•
11 Sht. S5.1 Submit calculations for parapet. 106.1.1
Detail 9/S5.1
12 Sht. S5.3 Submit calculations and details for steel decking. 106.1.1
Details
4/S5.3, •
9/S5.3,
12/S5.3
JOB NAME: Tigard Triangle Commons Parking Garage CITY OF TIGARD
JOB ADDRESS: 11850 SW 67th, Tigard, OR BUILDING DEPARTMENT
DATE: June 1, 2006 13125 HALL BOULEVARD
MCE Project No.: 060594 TIGARD, OR 97223 •
SHEET 2 OF 2 Tigard Building Permit BUP- 2006 -00207
STRUCTURAL PLAN REVIEW #1
Plans Dated 3/21/06; Calculations Dated 3/21/06
Corr. Item Page No. Comments Code Section
Made No.
13 Calculations, Submit calculations for eccentricity with east wall. 106.1.1
Page 3
14 General Submit one set of miscellaneous steel shop drawings,
which have been reviewed and initialed by the project
engineer, to be filed with the City of Tigard before
placement.
•
15 General Submit one set of steel stair framing drawings, which
have been reviewed and initialed by the project
engineer, to be filed with the City of Tigard before
placement.
16 General Submit one set of steel decking shop drawings, which
have been reviewed and initialed by the project
engineer, to be filed with the City of Tigard before
placement.
17 General Submit one set of P/T shop drawings, which have
been reviewed and initialed by the project engineer, to
be filed with the City of Tigard before placement. •
18 General Submit one set of reinforcing steel shop drawings,
which have been reviewed and initialed by the project
engineer, to be filed with the City of Tigard before
placement.
19 Sht. S1.0 Submit when or how often for type of work listed as 1704
•
Special periodic.
Inspection
20 Special Special inspection is required for concrete, welding, 1704
Inspection reinforcing steel, bolting, welded studs, embed plates, 1705
bolts in concrete, masonry, soils, structural steel 1707
•
fabrication and erection, adhesive and expansion 1708
anchor installation and P/T.
21 Structural Structural observation is required for concrete 1709
Observation foundation, retaining walls, reinforcing steel in shear
walls or P/T slab, before concrete placement at
second floor, and before stressing P/T slab.
22 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 Commons Parking Garag 0 CITY OF TIGARD
JOB ADDRESS: 11850 SW 67th, Tigard, OR �0 BUILDING DEPARTMENT
DATE: August 7, 2006 r \\ ,. RO 13125 HALL BOULEVARD
MCE Project No.: 060594 S�p�
G O\ \J;\ TIGARD, OR 97223
,N
SHEET 1 OF 2 B Building Permit BUP- 2006 -00207
STRUCTURAL PLAN REVIEW #3
Plans Dated 6/23106; Calculations and Details Dated 7/31/06
Corr. Item Page No. Comments Code Section
Made No.
7/28/06 1 S1.0 Seismic criteria, site class 'C' to be verified by soils 106.1.1
report.
7/28/06 2 S1.0 Concrete structural note calls for 5,500 PSI concrete 106.1.1
for P.T. slab. Drawing S2.2 calls for F' = 5,000 PSI for
P/T flat plate. Clarify which strength is required.
7/28/06 3 S1.0 Tension LAP splice tables for top bars are shown for 106.1.1
5,000 and 6,000 PSI concrete. P.T. slab appears to be
5,500 PSI and note 3 says to Interpolate for splice
length as necessary! Explain and /or give an example.
7/28/06 4 S2.3 Please provide finish floor elevations on drawing S2.3 106.1.1
and accommodate slopes for drainage. Drawings C2.0
indicate diagonal grade contours. Drawing C2.0
indicates diagonal grade contour lines: coordinate.
7/28/06 5 Calculations Structural calculations indicate that the concrete is 106.1.1
overstressed in shear at d/2 from the face of column.
The added shear value from the stud rails is not
shown. Please provide.
7/28/06 6 There does not appear to be a height restriction for the 106.1.1
P/T slab entry from adjacent grade. If vehicle size,
height, or weight is not restricted, P/T slab must meet
the requirements of IBC Section 1607.6 (50 PSF L.L.).
8/4/06 7 Calculation Submit calculation for moment with 6,000 pound load 106.1.1
P -1 at 18 inches above slab.
NOTE: Submit masonry and steel stresses.
8/4/06 8 Calculation Submit calculations and details for material used, brick 106.1.1
P -1 or CMU, with Toads taken into slab.
NOTE: Submit masonry and steel stresses.
7/28/06 '9 Sht. S5.1 Clarify tie spacing. 106.1.1
Detail 5/S5.1
8/4/06 10 Sht. S5.2 Submit calculations for Toads and method of 106.1.1
Detail distribution.
14/S5.2
8/4/06 11 Sht. S5.1 Submit calculations for parapet. 106.1.1
Detail 9/S5.1
7/28/06 12 Sht. S5.3 Submit calculations and details for steel decking. 106.1.1
Details
4/S5.3,
9/S5.3,
12/S5.3
Ls\
JOB NAME: Tigard Triangle Commons Parking Garage , C, CITY OF TIGARD
JOB ADDRESS: 11850 SW 67th, Tigard, OR BUILDING DEPARTMENT
DATE: August 7, 2006 �,p 13125 HALL BOULEVARD
MCE Project No.: 060594 �;� NC) S \0'1 TIGARD, OR 97223
SHEET 2 OF 2 �tp�N Tigard Building Permit BUP- 2006 -00207
STRUCTURAL PLAN REVIEW #3
Plans Dated 6/23/06; Calculations and Details Dated 7/31/06
Corr. Item Page No. Comments Code Section
Made No.
7/28/06 13 Calculations, Submit calculations for eccentricity with east wall. 106.1.1
Page 3
14 General Submit one set of miscellaneous steel shop drawings,
(Shop which have been reviewed and initialed by the project
Drawings) engineer, to be filed with the City of Tigard before
placement.
15 General Submit one set of steel stair framing drawings, which
(Deterred have been reviewed and initialed by the project
Submittal as t engineer, to be filed with the City of Tigard before
indicated on 9 ty g
drawings) placement.
16 General Submit one set of steel decking shop drawings, which
(Shop have been reviewed and initialed by the project
Drawings) engineer, to be filed with the City of Tigard before
placement.
17 General Submit one set of P/T shop drawings, which have
(Shop been reviewed and initialed by the project engineer, to
Drawings) be filed with the City of Tigard before placement.
18 General Submit one set of reinforcing steel shop drawings,
(Shop which have been reviewed and initialed by the project
Drawings) engineer, to be filed with the City of Tigard before
placement.
19 Sht. S1.0 Submit when or how often for type of work listed as 1704
Special periodic.
Inspection
20 Special Special inspection is required for concrete, welding, 1704
Inspection reinforcing steel, bolting, welded studs, embed plates, 1705
bolts in concrete, masonry, soils, structural steel 1707
fabrication and erection, adhesive and expansion 1708
anchor installation and P/T.
21 Structural Structural observation is required for concrete 1709
Observation foundation, retaining walls, reinforcing steel in shear
walls or P/T slab, before concrete placement at
��. second floor, and before stressing P/T slab.
22 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. _