Report (26) 1t(( O O) 7
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JOB NAME: Pacific Park Plaza ��I�s CITY OF TIGARD
JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT
DATE: August 8, 2006 13125 HALL BOULEVARD
MCE Project No.: 051333 TIGARD, OR 97223
SHEET 1 OF 5 Tigard Building Permit BUP-2004-00297
STRUCTURAL PLAN REVIEW#6
Engineering Dated 8/3/06
Corr. Item Page No. Comments Code Section
Made No.
8/8/06 1 Calculations Submit calculation for loads to shear walls as Table 16-M #2
required for the seismic and wind controlled Section 1612.1 &
directions. The analysis still needs to comply with Section 1633.2.9
Section 1612.1 which requires compliance with
Sections 1633.2.5 and 1633.2.6. Therefore, submit
details for lateral load transfer and connections at the
reentrant corner.
Provide engineering to account for the bending in the
strap from the exterior wall to the line of action. In
addition, provide details in how the strap is connected
to the walls and the other framing.
The load noted in the calculations is greater than the
capacity of the strap utilized at the reentrant corner
and the details for the strap are in conflict with the
plans. Submit calculations and details for lateral load
transfer and connections at the reentrant corner and
coordinate the drawings.
Not 2 Submit details for lateral load transfer and Section 2211
Req'd connections including Omega.
Not 3 Submit details for shear walls including fasteners, Section 2211
Req'd spacing and method of proper installation.
Not 4 Submit details and calculations as required. Section 2211
Req'd
7/13/06 5 Pages 3 thru The overturning calculations at the shear walls do not Section 1612.1
6 of revised properly account for the application of forces from the
calculations diaphragms. Submit calculations to properly account
for the application of forces from the diaphragms to
the shear walls.
Provide information concerning the development of
the spreadsheet used in the calculations, as the
output seems to not properly account for the loads as
previously stated.
The submittal is incomplete. Submit calculations and
details to address the item.
JOB NAME: Pacific Park Plaza CITY OF TIGARD
JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT
DATE: August 8, 2006 13125 HALL BOULEVARD
MCE Project No.: 051333 TIGARD, OR 97223
SHEET 2 OF 5 Tigard Building Permit BUP-2004-00297
STRUCTURAL PLAN REVIEW#6
Engineering Dated 8/3/06
Corr. Item Page No. Comments Code Section
Made No.
7/13/06 6 Pages 3 thru Submit calculations for the shear walls so as to Section 2315.1
6 of revised comply with Table 2306.4.1.
calculations Clarify the use of 505 plf for the capacity of the shear
walls as indicated in the plans.
Clarify the discrepancy between the plans and
engineering, as the engineering is based on
Structural 1 (from Table 23-I1-I-1)whereas the
drawings specify OSB.
7/13/06 7 Plans Submit plans and details for the revised shear walls Section 106.3.3.1
per the calculations dated 3/22/06 including
fasteners, spacing and method of proper installation.
Provide information for the complete lateral load path
to the foundation including bottom plate nailing and
anchor bolting.
The submittal is incomplete. Submit calculations and
details to address the item.
5/26/06 8 Calculations Submit calculations and details to comply with the Section 1606.2
partition loading requirement.
7/13/06 9 Calculations Submit calculations and details for the ponding on the Section 1612.3.3
roof or show that the beams are adequate to resist
the additional loading as a result of the ponding.
The submittal is incomplete. Submit calculations and
details to address the item.
10 Calculations Submit calculations and details for the framing of the Section 1612.1
Sheet 19 two-story walls including headers, sill framing and
columns to resist out-of-plane loading requirements.
Revise the out-of-plane loading to comply with Table
16-H (2). The wall framing on Sheet 19 is in conflict
with the plans and elevations. Submit calculations
and details to properly account for the out-of-plane
loading requirements and coordinate the drawings.
11 Calculations Submit calculations and details for the second floor Section 1612.1
exiting including floor framing, floor framing
connections and the out-of-plane loading
requirements at the two-story ballooned framed wall.
Cross grain bending is not allowed per the code.
Submit calculations and details for the wall
penetration connections and resolve conflicts noted in
the plans and coordinate the drawings.
JOB NAME: Pacific Park Plaza CITY OF TIGARD
JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT
DATE: August 8, 2006 13125 HALL BOULEVARD
MCE Project No.: 051333 TIGARD, OR 97223
SHEET 3 OF 5 Tigard Building Permit BUP-2004-00297
STRUCTURAL PLAN REVIEW#6
Engineering Dated 8/3/06
Corr. Item Page No. Comments Code Section
Made No.
5/26/06 12 Calculations Submit calculations and details for the snow drifting at Section 1614
the parapet along the perimeter per the code
requirements.
5/26/06 13 Revised Clarify the wind loading requirements as the Section 106.3.3.1
Calculations calculations indicate the 100 mph exposure 'B'
whereas the drawings indicate 80 mph exposure 'A'.
5/26/06 14 Revised Clarify the elevations of the building as the Section 1621.3
Calculations calculations indicate the overall building height as 29',
but the drawings indicate the height to be 31' tall.
7/13/06 15 Revised Submit calculations and details for the seismic Section 1612.1
Calculations calculations including partition loading and storage
loading per the code requirements. In addition, show
calculations comparing the wind load in comparison
to the seismic load of sections "A"and'B"
The submittal is incomplete. Submit calculations and
details to address the item.
5/26/06 16 Revised Submit calculations and details for the floor to floor Section 1612.1
Calculations holdowns in line with the capacities as listed by
Simpson Manufacturing.
5/26/06 17 Calculations Submit calculations and details for the uplift capacity Section 1612.1
Detail 8/2 & 3 of typical anchor bolts used as holdowns and the
allowable tension on the top of the thickened footing.
5/26/06 18 Calculations Clarify the use of the holdowns spaced at 4' o.c. and Section 106.3.3.1
Detail 8/2, 3 why they are used for negative tension.
& 10/3
19 Calculations Submit calculations and details for the in-plane and Section 1612.1
Detail 9/2 & 3 out-of-plane load transfer at the roof and floor
11/3 &4 diaphragms per the code requirements.
Detail 12/4 is inadequate to transfer in-plane loads as
required by code. Submit calculations and details to
properly account for the in-plane loading
requirements.
8/8/06 20 Calculations Submit calculations and details for the guardrails so Section 509
Detail 12/3 & as to comply with the code requirements. Table 16-B
4 = -- - _ _ - - : - - (Items 9 & 11)
Submit calculations and details to account for the out-
of-plane loading requirements on the hand rail.
JOB NAME: Pacific Park Plaza CITY OF TIGARD
JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT
DATE: August 8, 2006 13125 HALL BOULEVARD
MCE Project No.: 051333 TIGARD, OR 97223
SHEET 4 OF 5 Tigard Building Permit BUP-2004-00297
STRUCTURAL PLAN REVIEW#6
Engineering Dated 8/3/06
Corr. Item Page No. Comments Code Section
Made No.
21 Plans Submit calculations and details for the trash Section 106.3.3.1
(Deferred enclosure per the code requirements.
Submittal) Clarify whether the trash enclosure is a deferred
submittal or not to be constructed.
Submit one set of trash enclosure shop drawings,
which have been reviewed and initialed by the project
engineer, to be filed with the City of Tigard before
placement.
5/26/06 22 Plans Section 11/2 indicates a floor throughout the section, Section 106.3.3.1
whereas Sheet 9 indicates a clearstory volume.
Clarify and ensure the drawings are consistent.
5/26/06 23 Sheet 9 Submit calculations and details for the in-plane and Section 106.3.3.1
out-of-plane load transfer at the joist transition
between TJW and TJI joists.
24 Sheet 10 and Submit calculations for the joist connections at the Section 106.3.3.1
Detail 12/1 beams to comply with the code requirements.
If the item is a deferred submittal, remove the call-
outs from the plans to avoid conflicts.
Submit calculations and details for the beam to post
connections as noted in Detail 13/1.
7/13/06 25 Sheet 17 Clarify the shear wall locations as compared to the Section 106.3.3.1
wall locations as indicated in the wall elevations. In
addition, wall elevations 18/3 and 19/8 do not exist.
Provide information for each wall as required.
The submittal is incomplete. Submit calculations and
details to address the item.
7/13/06 26 Sheet 17 Submit calculations and details for the load transfer Section 1612.1
between the full height shear wall and the two story
shear walls as indicated in the plans.
The submittal is incomplete. Submit calculations and
details to address the item.
27 General Submit one set of manufactured floor and roof joist Section 106.3.4.2
(Deferred shop drawings, which have been reviewed and
Submittal) initialed by the project engineer, to be filed with the
City of Tigard before placement.
28 General Submit one set of stairway shop drawings, which Section 106.3.4.2
(Deferred have been reviewed and initialed by the project
Submittal) engineer, to be filed with the City of Tigard before
placement.
29 General Submit one set of suspended ceiling shop drawings, Section 106.3.4.2
(Deferred which have been reviewed and initialed by the project
Submittal) engineer, to be filed with the City of Tigard before
placement.
JOB NAME: Pacific Park Plaza CITY OF TIGARD
JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT
DATE: August 8, 2006 13125 HALL BOULEVARD
MCE Project No.: 051333 TIGARD, OR 97223
SHEET 5 OF 5 Tigard Building Permit BUP-2004-00297
STRUCTURAL PLAN REVIEW#6
Engineering Dated 8/3/06
Corr. Item Page No. Comments Code Section
Made No.
30 Special Special inspection is required for adhesive and
Inspection expansion anchor installation.
31 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 our
office for review.
JOB NAME: Pacific Park Plaza CITY OF TIGARD
JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT
DATE: September 12, 2006 13125 HALL BOULEVARD
MCE Project No.: 051333 TIGARD, OR 97223
SHEET 1 OF 5 Tigard Building Permit BUP-2004-00297
STRUCTURAL PLAN REVIEW#7
Engineering Dated 8/31/06
Corr. Item Page No. Comments Code Section
Made No.
8/8/06 1 Calculations Submit calculation for loads to shear walls as Table 16-M #2
required for the seismic and wind controlled Section 1612.1 &
directions. The analysis still needs to comply with Section 1633.2.9
Section 1612.1 which requires compliance with
Sections 1633.2.5 and 1633.2.6. Therefore, submit
details for lateral load transfer and connections at the
reentrant corner.
Provide engineering to account for the bending in the
strap from the exterior wall to the line of action. In
addition, provide details in how the strap is connected
to the walls and the other framing.
The load noted in the calculations is greater than the
capacity of the strap utilized at the reentrant corner
and the details for the strap are in conflict with the
plans. Submit calculations and details for lateral load
transfer and connections at the reentrant corner and
coordinate the drawings.
Not 2 Submit details for lateral load transfer and Section 2211
Req'd connections including Omega.
Not 3 Submit details for shear walls including fasteners, Section 2211
Req'd spacing and method of proper installation.
Not 4 Submit details and calculations as required. Section 2211
Req'd
7/13/06 5 Pages 3 thru The overturning calculations at the shear walls do not Section 1612.1
6 of revised properly account for the application of forces from the
calculations diaphragms. Submit calculations to properly account
for the application of forces from the diaphragms to
the shear walls.
Provide information concerning the development of
the spreadsheet used in the calculations, as the
output seems to not properly account for the loads as
previously stated.
The submittal is incomplete. Submit calculations and
details to address the item.
JOB NAME: Pacific Park Plaza CITY OF TIGARD
JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT
DATE: September 12, 2006 13125 HALL BOULEVARD
MCE Project No.: 051333 TIGARD, OR 97223
SHEET 2 OF 5 Tigard Building Permit BUP-2004-00297
STRUCTURAL PLAN REVIEW#7
Engineering Dated 8/31/06
Corr. Item Page No. Comments Code Section
Made No.
7/13/06 6 Pages 3 thru Submit calculations for the shear walls so as to Section 2315.1
6 of revised comply with Table 2306.4.1.
calculations Clarify the use of 505 p/f for the capacity of the shear
walls as indicated in the plans.
Clarify the discrepancy between the plans and
engineering, as the engineering is based on
Structural 1 (from Table 23-II-I-1)whereas the
drawings specify OSB.
7/13/06 7 Plans Submit plans and details for the revised shear walls Section 106.3.3.1
per the calculations dated 3/22/06 including
fasteners, spacing and method of proper installation.
Provide information for the complete lateral load path
to the foundation including bottom plate nailing and
anchor bolting.
The submittal is incomplete. Submit calculations and
details to address the item.
5/26/06 8 Calculations Submit calculations and details to comply with the Section 1606.2
partition loading requirement.
7/13/06 9 Calculations Submit calculations and details for the ponding on the Section 1612.3.3
roof or show that the beams are adequate to resist
the additional loading as a result of the ponding.
The submittal is incomplete. Submit calculations and
details to address the item.
9/12/06 10 Calculations Submit calculations and details for the framing of the Section 1612.1
Sheet 19 two-story walls including headers, sill framing and
columns to resist out-of-plane loading requirements.
•
Revise the out-of-plane loading to comply with Table
16-H (2). The wall framing on Sheet 19 is in conflict
with the plans and elevations. Submit calculations
and details to properly account for the out-of-plane
loading requirements and coordinate the drawings.
11 Calculations Submit calculations and details for the second floor Section 1612.1
exiting including floor framing, floor framing
connections and the out-of-plane loading
requirements at the two-story ballooned framed wall.
JOB NAME: Pacific Park Plaza CITY OF TIGARD
JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT
DATE: September 12, 2006 13125 HALL BOULEVARD
MCE Project No.: 051333 TIGARD, OR 97223
SHEET 3 OF 5 Tigard Building Permit BUP-2004-00297
STRUCTURAL PLAN REVIEW#7
Engineering Dated 8/31/06
Corr. Item Page No. Comments Code Section
Made No.
5/26/06 12 Calculations Submit calculations and details for the snow drifting at Section 1614
the parapet along the perimeter per the code
requirements.
5/26/06 13 Revised Clarify the wind loading requirements as the Section 106.3.3.1
Calculations calculations indicate the 100 mph exposure 'B'
whereas the drawings indicate 80 mph exposure 'A'.
5/26/06 14 Revised Clarify the elevations of the building as the Section 1621.3
Calculations calculations indicate the overall building height as 29',
but the drawings indicate the height to be 31' tall.
7/13/06 15 Revised Submit calculations and details for the seismic Section 1612.1
Calculations calculations including partition loading and storage
loading per the code requirements. In addition, show
calculations comparing the wind load in comparison
to the seismic load of sections "A"and "B".
The submittal is incomplete. Submit calculations and
details to address the item.
5/26/06 16 Revised Submit calculations and details for the floor to floor Section 1612.1
Calculations holdowns in line with the capacities as listed by
Simpson Manufacturing.
5/26/06 17 Calculations Submit calculations and details for the uplift capacity Section 1612.1
Detail 8/2 & 3 of typical anchor bolts used as holdowns and the
allowable tension on the top of the thickened footing.
5/26/06 18 Calculations Clarify the use of the holdowns spaced at 4' o.c. and Section 106.3.3.1
Detail 8/2, 3 why they are used for negative tension.
& 10/3
9/12/06 19 Calculations Submit calculations and details for the in-plane and Section 1612.1
Detail 9/2 & 3 out-of-plane load transfer at the roof and floor
11/3 &4 diaphragms per the code requirements.
Detail 12/4 is inadequate to transfer in-plane loads as
required by code. Submit calculations and details to
properly account for the in-plane loading
requirements.
8/8/06 20 Calculations Submit calculations and details for the guardrails so Section 509
Detail 12/3 & as to comply with the code requirements. Table 16-B
4 - - _ _ - - - _ _ - (Items 9 & 11)
Submit calculations and details to account for the out-
of-plane loading requirements on the hand rail.
JOB NAME: Pacific Park Plaza CITY OF TIGARD
JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT
DATE: September 12, 2006 13125 HALL BOULEVARD
MCE Project No.: 051333 TIGARD, OR 97223
SHEET 4 OF 5 Tigard Building Permit BUP-2004-00297
STRUCTURAL PLAN REVIEW#7
Engineering Dated 8/31/06
Corr. Item Page No. Comments Code Section
Made No.
21 Plans Submit calculations and details for the trash Section 106.3.3.1
(Deferred enclosure per the code requirements.
Submittal) Clarify whether the trash enclosure is a deferred
submittal or not to be constructed.
Submit one set of trash enclosure shop drawings,
which have been reviewed and initialed by the project
engineer, to be filed with the City of Tigard before
placement.
5/26/06 22 Plans Section 11/2 indicates a floor throughout the section, Section 106.3.3.1
whereas Sheet 9 indicates a clearstory volume.
Clarify and ensure the drawings are consistent.
5/26/06 23 Sheet 9 Submit calculations and details for the in-plane and Section 106.3.3.1
out-of-plane load transfer at the joist transition
between TJW and TJI joists.
9/12/06 24 Sheet 10 and Submit calculations for the joist connections at the Section 106.3.3.1
Detail 12/1 beams to comply with the code requirements.
If the item is a deferred submittal, remove the call-
outs from the plans to avoid conflicts.
Submit calculations and details for the beam to post
connections as noted in Detail 13/1.
7/13/06 25 Sheet 17 Clarify the shear wall locations as compared to the Section 106.3.3.1
wall locations as indicated in the wall elevations. In
addition, wall elevations 18/3 and 19/8 do not exist.
Provide information for each wall as required.
The submittal is incomplete. Submit calculations and
details to address the item.
7/13/06 26 Sheet 17 Submit calculations and details for the load transfer Section 1612.1
between the full height shear wall and the two story
shear walls as indicated in the plans.
The submittal is incomplete. Submit calculations and
details to address the item.
27 General Submit one set of manufactured floor and roof joist Section 106.3.4.2
(Deferred shop drawings, which have been reviewed and
Submittal) initialed by the project engineer, to be filed with the
City of Tigard before placement.
28 General Submit one set of stairway shop drawings, which Section 106.3.4.2
(Deferred have been reviewed and initialed by the project
Submittal) engineer, to be filed with the City of Tigard before
placement.
29 General Submit one set of suspended ceiling shop drawings, Section 106.3.4.2
(Deferred which have been reviewed and initialed by the project
Submittal) engineer, to be filed with the City of Tigard before
placement.
JOB NAME: Pacific Park Plaza CITY OF TIGARD
JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT
DATE: September 12, 2006 13125 HALL BOULEVARD
MCE Project No.: 051333 TIGARD, OR 97223
SHEET 5 OF 5 Tigard Building Permit BUP-2004-00297
STRUCTURAL PLAN REVIEW#7
Engineering Dated 8/31/06
Corr. Item Page No. Comments Code Section
Made No.
30 Special Special inspection is required for adhesive and
Inspection expansion anchor installation.
31 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 our
office for review.
JOB NAME: Pacific Park Plaza CITY OF TIGARD
JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT
DATE: September 12, 2006 13125 HALL BOULEVARD
MCE Project No.: 051333 TIGARD, OR 97223
SHEET 4 OF 5 Tigard Building Permit BUP-2004-00297
STRUCTURAL PLAN REVIEW#7
Engineering Dated 8/31/06
Corr. Item Page No. Comments Code Section
Made No.
21 Plans Submit calculations and details for the trash Section 106.3.3.1
(Deferred enclosure per the code requirements.
Submittal) Clarify whether the trash enclosure is a deferred
submittal or not to be constructed.
Submit one set of trash enclosure shop drawings,
which have been reviewed and initialed by the project
engineer, to be filed with the City of Tigard before
placement.
5/26/06 22 Plans Section 11/2 indicates a floor throughout the section, Section 106.3.3.1
whereas Sheet 9 indicates a clearstory volume.
Clarify and ensure the drawings are consistent.
5/26/06 23 Sheet 9 Submit calculations and details for the in-plane and Section 106.3.3.1
out-of-plane load transfer at the joist transition
between TJW and TJI joists.
9/12/06 24 Sheet 10 and Submit calculations for the joist connections at the Section 106.3.3.1
Detail 12/1 beams to comply with the code requirements.
If the item is a deferred submittal, remove the ca/l-
outs from the plans to avoid conflicts.
Submit calculations and details for the beam to post
connections as noted in Detail 13/1.
7/13/06 25 Sheet 17 Clarify the shear wall locations as compared to the Section 106.3.3.1
wall locations as indicated in the wall elevations. In
addition, wall elevations 18/3 and 19/8 do not exist.
Provide information for each wall as required.
The submittal is incomplete. Submit calculations and
details to address the item.
7/13/06 26 Sheet 17 Submit calculations and details for the load transfer Section 1612.1
between the full height shear wall and the two story
shear walls as indicated in the plans.
The submittal is incomplete. Submit calculations and
details to address the item.
27 General Submit one set of manufactured floor and roof joist Section 106.3.4.2
(Deferred shop drawings, which have been reviewed and
Submittal) initialed by the project engineer, to be filed with the
City of Tigard before placement.
28 General Submit one set of stairway shop drawings, which Section 106.3.4.2
(Deferred have been reviewed and initialed by the project
Submittal) engineer, to be filed with the City of Tigard before
placement.
29 General Submit one set of suspended ceiling shop drawings, Section 106.3.4.2
(Deferred which have been reviewed and initialed by the project
Submittal) engineer, to be filed with the City of Tigard before
placement.
JOB NAME: Pacific Park Plaza CITY OF TIGARD
JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT
DATE: September 12, 2006 13125 HALL BOULEVARD
MCE Project No.: 051333 TIGARD, OR 97223
SHEET 5 OF 5 Tigard Building Permit BUP-2004-00297
STRUCTURAL PLAN REVIEW#7
Engineering Dated 8/31/06
Corr. Rem Page No. Comments Code Section
Made No.
30 Special Special inspection is required for adhesive and
Inspection expansion anchor installation.
31 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 our
office for review.
JOB NAME: Pacific Park Plaza I E COPY CITY OF TIGARD
JOB ADDRESS: 9975 SW Frewing, Tigard, OF BUILDING DEPARTMENT
DATE: September 12, 2006 13125 HALL BOULEVARD
MCE Project No.: 051333 TIGARD, OR 97223
SHEET 1 OF 5 Tigard Building Permit BUP-2004-00297
STRUCTURAL PLAN REVIEW#7
Engineering Dated 8/31/06
Corr. Item Page No. Comments Code Section
Made No.
8/8/06 1 Calculations Submit calculation for loads to shear walls as Table 16-M#2
required for the seismic and wind controlled Section 1612.1 &
directions. The analysis still needs to comply with Section 1633.2.9
Section 1612.1 which requires compliance with
Sections 1633.2.5 and 1633.2.6. Therefore, submit
details for lateral load transfer and connections at the
reentrant corner.
Provide engineering to account for the bending in the
strap from the exterior wall to the fine of action. In
addition, provide details in how the strap is connected
to the walls and the other framing.
The load noted in the calculations is greater than the
capacity of the strap utilized at the reentrant corner
and the details for the strap are in conflict with the
plans. Submit calculations and details for lateral load
transfer and connections at the reentrant corner and
coordinate the drawings.
1
Not 2 Submit details for lateral load transfer and Section 2211
Req'd connections including Omega.
Not 3 Submit details for shear walls including fasteners, Section 2211
Req'd spacing and method of proper installation.
Not 4 Submit details and calculations as required. Section 2211
Req'd
7/13/06 5 Pages 3 thru The overturning calculations at the shear walls do not Section 1612.1
6 of revised properly account for the application of forces from the
calculations diaphragms. Submit calculations to properly account
for the application of forces from the diaphragms to
the shear walls.
Provide information concerning the development of
the spreadsheet used in the calculations, as the
output seems to not properly account for the loads as
previously stated.
The submittal is incomplete. Submit calculations and
details to address the item.
JOB NAME: Pacific Park Plaza CITY OF TIGARD
JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT
DATE: September 12, 2006 13125 HALL BOULEVARD
MCE Project No.: 051333 TIGARD, OR 97223
SHEET 2 OF 5 Tigard Building Permit BUP-2004-00297
STRUCTURAL PLAN REVIEW#7
Engineering Dated 8/31/06
Corr. Item Page No. Comments Code Section
Made No.
7/13/06 6 Pages 3 thru Submit calculations for the shear walls so as to Section 2315.1
6 of revised comply with Table 2306.4.1.
calculations Clarify the use of 505 plf for the capacity of the shear
walls as indicated in the plans.
Clarify the discrepancy between the plans and
engineering, as the engineering is based on
Structural 1 (from Table 23-II-I-1)whereas the
drawings specify OSB.
7/13/06 7 Plans Submit plans and details for the revised shear walls Section 106.3.3.1
per the calculations dated 3/22/06 including
fasteners, spacing and method of proper installation.
Provide information for the complete lateral load path
to the foundation including bottom plate nailing and
anchor bolting.
The submittal is incomplete. Submit calculations and
details to address the item.
5/26/06 8 Calculations Submit calculations and details to comply with the Section 1606.2
partition loading requirement.
7/13/06 9 Calculations Submit calculations and details for the ponding on the Section 1612.3.3
roof or show that the beams are adequate to resist
the additional loading as a result of the ponding.
The submittal is incomplete. Submit calculations and
details to address the item.
9/12/06 10 Calculations Submit calculations and details for the framing of the Section 1612.1
Sheet 19 two-story walls including headers, sill framing and
columns to resist out-of-plane loading requirements.
Revise the out-of-plane loading to comply with Table
16-H (2). The wall framing on Sheet 19 is in conflict
with the plans and elevations. Submit calculations
and details to properly account for the out-of-plane
loading requirements and coordinate the drawings.
11 Calculations Submit calculations and details for the second floor Section 1612.1
exiting including floor framing, floor framing
connections and the out-of-plane loading
requirements at the two-story ballooned framed wall.
JOB NAME: Pacific Park Plaza CITY OF TIGARD
JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT
DATE: September 12, 2006 13125 HALL BOULEVARD
MCE Project No.: 051333 TIGARD, OR 97223
SHEET 3 OF 5 Tigard Building Permit BUP-2004-00297
STRUCTURAL PLAN REVIEW#7
Engineering Dated 8/31/06
Corr. Item Page No. Comments Code Section
Made No.
5/26/06 12 Calculations Submit calculations and details for the snow drifting at Section 1614
the parapet along the perimeter per the code
requirements.
5/26/06 13 Revised Clarify the wind loading requirements as the Section 106.3.3.1
Calculations calculations indicate the 100 mph exposure 'B'
whereas the drawings indicate 80 mph exposure 'A'.
5/26/06 14 Revised Clarify the elevations of the building as the Section 1621.3
Calculations calculations indicate the overall building height as 29',
but the drawings indicate the height to be 31'tall.
7/13/06 15 Revised Submit calculations and details for the seismic Section 1612.1
Calculations calculations including partition loading and storage
loading per the code requirements. In addition, show
calculations comparing the wind load in comparison
to the seismic load of sections "A"and"B".
The submittal is incomplete. Submit calculations and
details to address the item.
5/26/06 16 Revised Submit calculations and details for the floor to floor Section 1612.1
Calculations holdowns in line with the capacities as listed by
Simpson Manufacturing.
5/26/06 17 Calculations Submit calculations and details for the uplift capacity Section 1612.1
Detail 8/2 & 3 of typical anchor bolts used as holdowns and the
allowable tension on the top of the thickened footing.
5/26/06 18 Calculations Clarify the use of the holdowns spaced at 4' o.c. and Section 106.3.3.1
Detail 8/2, 3 why they are used for negative tension.
& 10/3
9/12/06 19 Calculations Submit calculations and details for the in-plane and Section 1612.1
Detail 9/2 & 3 out-of-plane load transfer at the roof and floor
11/3 &4 diaphragms per the code requirements.
Detail 12/4 is inadequate to transfer in-plane loads as
required by code. Submit calculations and details to
properly account for the in-plane loading
requirements.
8/8/06 20 Calculations Submit calculations and details for the guardrails so Section 509
Detail 12/3 & as to comply with the code requirements. Table 16-B
4 = . . . _ _• (Items 9 & 11)
Submit calculations and details to account for the out-
of-plane loading requirements on the hand rail.
JOB NAME: Pacific Park Plaza CITY OF TIGARD
JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT
DATE: September 12, 2006 13125 HALL BOULEVARD
MCE Project No.: 051333 TIGARD, OR 97223
SHEET 4 OF 5 Tigard Building Permit BUP-2004-00297
STRUCTURAL PLAN REVIEW#7
Engineering Dated 8/31106
Corr. Item Page No. Comments Code Section
Made No.
21 Plans Submit calculations and details for the trash Section 106.3.3.1
(Deferred enclosure per the code requirements.
Submittal) Clarify whether the trash enclosure is a deferred
submittal or not to be constructed.
Submit one set of trash enclosure shop drawings,
which have been reviewed and initialed by the project
engineer, to be filed with the City of Tigard before
placement.
5/26/06 22 Plans Section 11/2 indicates a floor throughout the section, Section 106.3.3.1
whereas Sheet 9 indicates a clearstory volume.
Clarify and ensure the drawings are consistent.
5/26/06 23 Sheet 9 Submit calculations and details for the in-plane and Section 106.3.3.1
out-of-plane load transfer at the joist transition
between TJW and TJI joists.
9/12/06 24 Sheet 10 and Submit calculations for the joist connections at the Section 106.3.3.1
Detail 12/1 beams to comply with the code requirements.
If the item is a deferred submittal, remove the call-
outs from the plans to avoid conflicts.
Submit calculations and details for the beam to post
connections as noted in Detail 13/1.
7/13/06 25 Sheet 17 Clarify the shear wall locations as compared to the Section 106.3.3.1
wall locations as indicated in the wall elevations. In
addition, wall elevations 18/3 and 19/8 do not exist.
Provide information for each wall as required.
The submittal is incomplete. Submit calculations and
details to address the item.
7/13/06 26 Sheet 17 Submit calculations and details for the load transfer Section 1612.1
between the full height shear wall and the two story
shear walls as indicated in the plans.
The submittal is incomplete. Submit calculations and
details to address the item.
27 General Submit one set of manufactured floor and roof joist Section 106.3.4.2
(Deferred shop drawings, which have been reviewed and
Submittal) initialed by the project engineer, to be filed with the
City of Tigard before placement.
28 General Submit one set of stairway shop drawings, which Section 106.3.4.2
(Deferred have been reviewed and initialed by the project
Submittal) engineer, to be filed with the City of Tigard before
placement.
29 General Submit one set of suspended ceiling shop drawings, Section 106.3.4.2
(Deferred which have been reviewed and initialed by the project
Submittal) engineer, to be filed with the City of Tigard before
placement.
JOB NAME: Pacific Park Plaza CITY OF TIGARD
JOB ADDRESS: 9975 SW Frewing, Tigard, OR BUILDING DEPARTMENT
DATE: September 12, 2006 13125 HALL BOULEVARD
MCE Project No.: 051333 TIGARD, OR 97223
SHEET 5 OF 5 Tigard Building Permit BUP-2004-00297
STRUCTURAL PLAN REVIEW#7
Engineering Dated 8/31/06
Corr. Item Page No. Comments Code Section
Made No.
30 Special Special inspection is required for adhesive and
Inspection expansion anchor installation.
31 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 our
office for review.
/IS