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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL TI
Permit Number - T09CM02632
Review Name: COMMERCIAL TI
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 10/01/2009 | DAVE MANN | FIRE | REVIEW | Approved | |
| 10/05/2009 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Denied | 1. SHEET G1.1; CODE INFORMATION: THE ACCESSIBILITY CODE IS ICC/ANSI A1171.-2003. REVISE. 2. SHEET A2.1; FITTING ROOMS: THE CLEARANCE ON THE PULL SIDE INTO THE ACCESSIBLE FITTING ROOM IS REQUIRED TO BE 18" MINIMUM PER ANSI FIGURE 404.2.3.1(a). VERIFY. 3. SHEET A8.4; SECTIONS A AND J: PROVIDE A SECTION ON THE DRAWINGS AT THE EXISTING STRUCTURE ABOVE, INCLUDING CONNECTOR SIZE AND QUANTITIES FOR THE NEW UNISTRUT MEMBERS TO THE EXISTING STRUCTURE. 4. SHEET A8.4; SECTIONS A AND J: EXPLAIN THE NOTE ON THESE SECTIONS: "LANDLORD'S STRUCTURE SHALL ONLY BE USED FOR LATERAL SUPPORT-NOT TO EXCEED MAXIMUM LIVE LOAD AND LATERAL SUPPORT". THE EXISTING STRUCTURE IS PICKING UP A SMALL AMOUNT OF NEW VERTICAL LOAD, AND WHO IS TO DETERMINE IF THE MAXIMUM LIVE LOAD AND LATERAL LOAD ARE EXCEEDED? PROVIDE A STRUCTURAL ANALYSIS (VERTICAL AND LATERAL) TO DETERMINE THE EFFECTS OF THE NEW STOREFRONT ON THE EXISTING STRUCTURE. 5. SHEET A8.5; SECTIONS A AND J: PROVIDE A SECTION ON THE DRAWINGS AT THE EXISTING STRUCTURE ABOVE, INCLUDING CONNECTOR SIZE AND QUANTITIES FOR THE NEW UNISTRUT MEMBERS TO THE EXISTING STRUCTURE. 6. SHEET A8.5; SECTIONS A AND J: EXPLAIN THE NOTE ON THESE SECTIONS: "LANDLORD'S STRUCTURE SHALL ONLY BE USED FOR LATERAL SUPPORT-NOT TO EXCEED MAXIMUM LIVE LOAD AND LATERAL SUPPORT". THE EXISTING STRUCTURE IS PICKING UP A SMALL AMOUNT OF NEW VERTICAL LOAD, AND WHO IS TO DETERMINE IF THE MAXIMUM LIVE LOAD AND LATERAL LOAD ARE EXCEEDED? PROVIDE A STRUCTURAL ANALYSIS (VERTICAL AND LATERAL) TO DETERMINE THE EFFECTS OF THE NEW STOREFRONT ON THE EXISTING STRUCTURE. 7. SHEET A10.1; FITTING ROOM PLAN DETAIL A: REWORK THE ACCESSIBLE FITTING ROOM TO MATCH THE CONSTRUCTION PLAN ON SHEET A2.1. THE DOOR SWING DIFFERS AND THE INSIDE DIMENSIONS DO NOT VARY. REMOVE THE NOTE THAT "THESE DETAILS ARE FOR REFERENCE ONLY". 8. SHEET A10.2; DETAIL C: PROVIDE A CONNECTION DETAIL AT THE DIAGONAL BRACING TO THE STRUCTURE ABOVE, INCLUDING CONNECTOR SIZE AND QUANTITY. 9. SHEET A10.2; DETAIL A: THE REFERENCED DETAIL AT THE TOP OF THE WALL (D2/A10.2) IS VOID. CLARIFY. 10. SHEET A10.3; SECTION S: PROVIDE THE SIZE OF THE ANGLE BRACE AND A DETAIL OF ITS CONNECTIONS TO THE STRUCTURE AND THE COLUMN. 11. SHEET A11.1; SECTION A: PROVIDE A SECTION ON THE DRAWINGS AT THE EXISTING STRUCTURE ABOVE, INCLUDING CONNECTOR SIZE AND QUANTITIES FOR THE NEW UNISTRUT MEMBERS TO THE EXISTING STRUCTURE. 12. SHEET A11.1a; SECTION A: PROVIDE A SECTION ON THE DRAWINGS AT THE EXISTING STRUCTURE ABOVE, INCLUDING CONNECTOR SIZE AND QUANTITIES FOR THE NEW UNISTRUT MEMBERS TO THE EXISTING STRUCTURE. 13. SHEET A11.2; SECTIONS A AND E: PROVIDE A SECTION ON THE DRAWINGS AT THE EXISTING STRUCTURE ABOVE, INCLUDING CONNECTOR SIZE AND QUANTITIES FOR THE NEW UNISTRUT MEMBERS TO THE EXISTING STRUCTURE. 14. SHEET A11.5; SECTION A: PROVIDE A SECTION ON THE DRAWINGS AT THE EXISTING STRUCTURE ABOVE, INCLUDING CONNECTOR SIZE AND QUANTITIES FOR THE NEW UNISTRUT MEMBERS TO THE EXISTING STRUCTURE. 15. SHEET A12.1; DETAIL J: PROVIDE A STRUCTURAL DESIGN OF THE STORAGE DECK ABOVE THE RESTROOM, INCLUDING THE ANALYSIS OF THE NEW LOADING ONTO THE EXISTING FLOOR. 16. SHEET A12.1; DETAIL J: GUARD RAILS ARE REQUIRED AT THE STORAGE DECK ABOVE THE RESTROOM PER IBC SECTION 1013.1. 17. SHEET A12.1; DETAIL A: THESE DETAILS SHOULD NOT BE FOR REFERENCE ONLY. VERIFY. 18. GENERAL: TYPICALLY CALL OUT CONNECTOR SIZES, SPACING, AND QUANTITIES FOR THE NEW METAL STUD SUPPORTS AND BRACING. 19. GENERAL: DEFERRED SUBMITTALS MUST BE APPROVED BY LEERAY HANLY AND REVIEWED BEFORE A PERMIT WILL BE ISSUED. 20. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL BUILDING COMMENTS. |
| 10/07/2009 | ERIC NEWCOMB | ZONING HC | REVIEW | Denied | 1. SEE BUILDING COMMENTS. |
| 10/09/2009 | GERRY KOZIOL | WWM | REVIEW | Approved | |
| 10/14/2009 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Provide a design for the mounting shelf for the water heater along with structural calculations to show that the water heater is safely supported. Reference: Sections 310.0 and 314.5, UPC 2006. 2. Revise the design of the "heat traps" shown in detail D/M3.0 to effectively prevent thermosiphoning or specify integral heat traps provided by the water heater manufacturer. Reference: Section 504.4, IECC 2006. 3. Show how the temperature of the hot water supply to the public lavatory is limited to 110 degrees Fahrenheit. Reference: Section 413.1, UPC 2006 and Section 504.3, IECC 2006. |
| 10/14/2009 | ROBERT SHERRY | WATER | REVIEW | Approved | |
| 10/14/2009 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Approved | |
| 10/22/2009 | RAY MAJUTA | ELECTRICAL-COMMERCIAL | REVIEW | Approved |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 11/12/2009 | DELMA ROBEY | OUT TO CUSTOMER | Completed |
| 11/12/2009 | SUE REEVES | REJECT SHELF | Completed |