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Permit Review Detail

Permit Number: T14CM05174
Parcel: 12620001C

Address:
3400 E ZOO CT

Review Status: Completed

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

Permit Number - T14CM05174
Review Name: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
09/02/2014 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Reqs Change 1. SHEET S1.1; GENERAL STRUCTURAL NOTES (STRUCTURAL STEEL); STRUCTURAL CALCULATIONS (PAGE 1): THE CALCULATIONS INDICATE BOLTS TO BE ASTM A325, WHILE SHEET S1.1 INDICATES ASTM A-307 BOLTS. CLARIFY.
2. SHEET S5.0 (DETAIL 1); STRUCTURAL CALCULATIONS: NO CALCULATIONS WERE LOCATED FOR THE UPPER OR LOWER CONNECTOR PLATES OR THEIR ANCHORAGE TO THE CAST IN PLACE CONCRETE. PROVIDE.
3. SHEET S5.0 (CONNECTION DETAIL 2); STRUCTURAL CALCULATIONS (PAGE 11): THE CALCULATIONS INDICATE A 14' X 4" X 1/2" PLATE. WHICH CONNECTION PLATE IS THIS FOR? THE CALCULATIONS INDICATE IT IS FOR THE NEW COLUMN CONNECTION TO THE EXISTING CONCRETE. CLARIFY.
4. SHEET S5.0; DETAIL 1: INDICATE ON THE DETAIL THE WELD REQUIRED FOR THE TUBE COLUMN TO THE CONNECTOR PLATES (UPPER AND LOWER). PROVIDE A CALCULATION FOR THAT WELD AT EACH PLATE.
5. SHEET S5.0; DETAIL 1: THE LOWER CONNECTOR PLATE INDICATES (2) 4" X 4" X 1/2". SHOULD THIS BE A SINGLE PLATE? VERIFY.
6. SHEET S5.0; CONNECTION DETAIL 2: THE BRACKET ELEVATION INDICATES A 11" X 1'-7" PLATE, WHILE THE WALL SECTION INDICATES A 17" X 11" PLATE. WHICH CONNECTION PLATE IS THIS FOR? THE CALCULATIONS INDICATE IT IS FOR THE NEW COLUMN CONNECTION TO THE EXISTING CONCRETE. CLARIFY.
7. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS.

Final Status

Task End Date Reviewer's Name Type of Review Description
09/11/2014 CPIERCE1 REJECT SHELF Completed