Structural Subcommittee
CODE ADVISORY COMMITTEE
Regular Meeting of the
Structural Subcommittee
DATE: |
April 8, 2008 (Tuesday) |
TIME: |
9:00 a.m. to 11:00 a.m. |
LOCATION: |
1660 Mission St., Room 2031 |
This Subcommittee meets regularly on the second Tuesday of each month at 1660 Mission St., Room 2031. (DBI Office). If you wish to be placed on a mailing list for agendas, please call (415) 558-6205.
Note: |
Public comment is welcome and will be heard during each agenda item. Reference documents relating to agenda are available for review at the 1660 Mission Street, 2/F. For information, please call David Leung at (415) 558-6033. |
Draft MINUTES
Present: William Heijn, Berline & Associates David Leung, DBI
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Absent: |
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1.0 |
Call to Order and Roll Call Meeting was called to order at 9:00 a.m. Quorum established with 3 members present.
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2.0 |
Approval of the minutes of the Structural Subcommittee regular meeting of March 11, 2008. A motion to approve the minutes. Seconded and approved.
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3.0 |
Discussion and possible action on surcharge on retaining wall.
“Soil retained at an angle of repose not steeper than 1 vertical to 5 horizontal is not a surcharge and this exemption is applicable. This exemption shall not apply to retaining walls of any height built on slopes steeper than 1 vertical to 5 horizontal (20% slope).”
It is noted that all code interpretations should be reviewed prior to the next code amendment cycle for possible inclusion in the code amendments.
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4.0 |
Discussion and possible action on AB-023: Tower Crane Site safety Plans.
CAL/OHSA will issue operational permit after verifying that crane meets ANSI requirement and load lest.
Certification of operators requires training by CAL/OHSA.
Possible areas for improvement in Crane procedues were noted and include, crane foundations, concrete core strength prior to placing of tie-back anchor bolts(caution to avoid cutting tendons in PC slab), testing/inspection, tieback, anchor bolts in concrete and additional special inspection requirements, co-ordination between design of tower crane tie-in and EOR, continuity of high level CAL/OHSA oversight., separation of traffic from crane, auditing for engineering of crane structure including connection, AB-023 not addressing mobile crane are discussed. AB-023 will be updated to incorporate CAL/OHSA recommendations and input from DBI Special Inspection Group.
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5. |
Discussion and possible action on 2007 SFBC Section 1604.11.3 to incorporate applicable provisions of 2001 SFBC Section 1605.4.3. It is noted that a SEAONC special repair committee has been formed to discuss the level of damage that triggers seismic upgrade and DBI policy.
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6. |
Discussion and possible action on 2007 SFBC Section 3403.2 to incorporateapplicable provisions of 2001 SFBC Section 3403.2.1.1, exception 1. It is noted that when the lateral force story shear for type V Group R vertical addition is not increased by 5%, retrofit retrofit is not required per 2001 SFBC. Now removal of wall for opening, increasing the seismic force in any structural element by 10% per 2007 SFBC, would trigger seismic retrofit of entire building.
Whether conversion of non-occupiable to occupiable attic or penthouse should trigger seismic retrofit of entire building is discussed.
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7.0 |
No new agenda item. Items 4.0 thru 6.0 are continued in next meeting.
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8.0 |
Public Comment |
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9.0 |
Adjournment. |
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