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Permit Number: T12CM00339
Parcel: 105110700

Address:
4356 N ORACLE RD

Review Status: Completed

Review Details: COMMERCIAL - BLDG/FIRE/ZONING/ENG

Permit Number - T12CM00339
Review Name: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
02/23/2012 RONALD BROWN BUILDING-COMMERCIAL REVIEW Denied SHEET S3.0
1. The trellis/patio cover shown on the west side of the building is shown on the East side of the calculation roof framing key plan.
a. A corner roof framing element (reference note 11) of TS 2x1x1x1/8 at a 45 degree angle is not shown in the calculations key plan at all.
b. The DB4's calculated as TS 8x6x3/16 are shown on the West side of the roof framing plan are shown on the East side of detail 1/S3.0 Roof framing plan as W 16 x 26's.
c. Something has not been coordinated here, please reconcile.
2. On the Roof framing plan at detail section reference 217, custom steel tube trusses are indicated whereas detail 217 shows a steel tube trellis with no steel tube trusses. The size of the steel tubes is not indicated. Please reconcile.
3. On the South side of the building, at the middle framing walkway roof structure at section reference 217 and 217A, the structural calculations Key Framing Plan indicates a trellis design where as the Roof Framing Plan Detail 1/S3.0 shows a custom tube steel truss design. Which one is correct? Please reconcile.
4. Ditto comment 3 for North side at section reference 217B. The roof trellis elements shown in the calculations are not show on the plans. Please reconcile.
5. DJ1, DJ3 and DJ4 in calculations are not shown on the roof framing plan.
6. The calculations do not include ledger designs.
SHEET S2.0
7. Please explain the requirement for DC2s and DF3s in the calculations when not shown on the Foundation Plan.
8. Please explain the calculation Foundation Key Plan requirement for DC4/DF5 on East angled wall when the foundation plan show these as existing.
9. There are two isolated footings shown on the West side of the foundation plan and none shown on the calculation foundation Key Plan. Please reconcile.
10. There are two foundation footings and columns shown in the grade beam of the 4' high wall as indicated in the calculation foundation Key Plan. These are not evident in the Foundation Plan on sheet S2.0. Please reconcile.
11. At the footing schedule F3 is shown to be 5' square with 7#5 e.w. The calculations call for 6' square with 6#5s e.w. Please reconcile.
12. There is a large footing shown in the middle of the west wall. This is not shown in the calculations.
13. The footing schedule for F$ indicates size as per detail 106 and 107. Detail 106 and 107 do not provide the size. The calculations call for a 4.5' square foundation with 5#5s e.w. Please reconcile.
END OF REVIEW

Final Status

Task End Date Reviewer's Name Type of Review Description
02/28/2012 CANDERS2 OUT TO CUSTOMER Completed