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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - NEW
Permit Number - T12CM00405
Review Name: COMMERCIAL - NEW
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 02/24/2012 | MARTIN BROWN | FIRE | REVIEW | Approved | |
| 02/27/2012 | RAY MAJUTA | ELECTRICAL-COMMERCIAL | REVIEW | Approved | |
| 02/29/2012 | RONALD BROWN | BUILDING-COMMERCIAL | REVIEW | Denied | SHEET G1.2 1. Please recalculate your Occupancy Tabulation Grand Total. The 38 occupants total is not correct. a. As per the 2006 IBC, Section 2902, the minimum number of plumbing fixtures shall be determined by this code i.e. Table 1004.1 2. If the plumbing fixture load is based on anything but comment 1a above (in reference to note on plans: Plumbing fixture load is based upon 25 students per classroom) an appeal to the building official is required. 3. An appeal to the building official is also required not to consider the assembly space for plumbing fixture load as noted on the plans. 4. Please recalculate the plumbing fixture count to the grand total indicated in the Occupancy Tabulation chart. I believe the occupancy load sum 645. 5. Door 115 may not be used as a required exit as doors 111B (s/b 114A) and 114 (s/b 114B) are lockable. An exit access shall not pass through a room that can be locked to prevent passage; 2006 IBC, Section 1014.2 (3). SHEET X 1.0 6. The detectable warnings are located in the wrong location in the sidewalk accessible route for the marked crossing. As per ICC A 117.1, Section 406.12, 13 and 14. Marked crossing shall be preceded by a 2' deep detectable warning extending to the full width of the marked crossing and shall be in the direction of travel. 7. At the most Northerly marked crossing, if flared sides are to be used they must have a slope of not less than 1:10; ICC A 117.1, Section 406.3. Flared sides are not required in this situation. Return curbs might be a better solution. 8. Please provide an accessible route connection to the Belvedere right of way. 9. Please provide an accessible route connection to all ancillary outdoor functions such as the volleyball courts and school garden as per 2006 IBC, Section 1109.14 SHEET X 1.1 and X 1.2 10. Please provide a "Van Accessible" sign at details 18 and 19. 11. As per details 1, 2/X1.1 and 3/X1.2, Please provide structural calculations for all fencing and site walls above 6'-0" in height. SHEETS C2 AND C3 12. Ditto Comments 6 through 9 above SHEET C6 13. Detail "M": a. As per the 2006 IBC, Section 1106.5 and ICC A 117.1, Section 502, 1 of every 6 accessible parking spaces shall be "Van Accessible" with width dimensions of 11' with a 5' aisle or 8' with an 8'n aisle. b. Please identify which space is to be "Van Accessible" and provide appropriate dimensions as per code. c. Please relocate the detectable warning to the face of the depressed curb at the marked crossing as per ICC A 117.1, Sections 406.12 and 406.13. d. Please provide a "Van Accessible" sign on the accessible parking sign post. SHEET S1.1 14. Please provide special inspection Certification as listed SHEET A1.1 15. The partition reference markers do not coincide with the partition types referenced to and shown on sheet A9. Please reconcile the confusion. SHEET A1.1 AND A1.2 16. As per Table 2902.1, the number of required drinking fountains as per 1/100 occupants, is 7. Five are shown on the drawings. Perhaps two additional ones would be appropriate at the business offices. SHEET A 1.2 17. Door Nos. 100B and 117 do not meet jamb clearances as required by Figures 404.2.3.1 (a) and (b). 18. Ditto Review Comment 5 above. SHEET A 7.1 19. Detail 3: a. As per the 2006 IBC, Section 1109.2.2, where 6 or more water closets are provide at least 1 shall be ambulatory and compliant with ICC A 1171, Section 604.2. b. Please provide all required accessible dimensions, clearances, accessories and fixtures on the floor plan. 20. Please provide a reference detail number for the typical heights detail so it can be referenced to from other sheets and details. 21. Please provide elevation of drinking fountain to be mounted outside and how it complies with accessible requirements. SHEET E2.0 22. Please provide structural calculations for the light pole foundation. STRUCTURAL DESIGN REVIEW 23. STRUCTURAL CALCULATIONS: PROVIDE A KEY PLAN INDICATING FRAME NUMBERS, BEAM NUMBERS, AND COLUMN NUMBERS. PAGE 87 INDICATES A FRAM #0 AT THE HIGH ROOF, WITH VARIOUS BEAM AND COLUMN NUMBERS, BUT PROVIDES NO PLAN FOR THE REVIEWER TO UNDERSTAND WHERE THIS FRAME IS, OR ITS MEMBER LOCATIONS. END OF REVIEW |
| 03/01/2012 | GERRY KOZIOL | WWM | REVIEW | Denied | DOES NOT MATCH REVISED RDTN DIAG |
| 03/02/2012 | ROBERT SHERRY | MECHANICAL-COMMERCIAL | REVIEW | Denied | 1. Provide specifications for the three 10-foot diameter ceiling fans along with structural details showing how the fans are to be attached to the building structure. Reference: Sections 301.4, 302.1, and 304.1, IMC 2006. 2. Clarify how the termination of the exhaust duct for FH-1 complies with Section 501.2.1, IMC 2006. 3. Provide smoke detectors in the return air duct, upstream of any outside air connections, for heat pumps HP-A and HP-B. Reference: Section 606.1, IMC 2006 4. Provide sufficient detail on the drawings to evaluate the energy compliance of the building envelope. The information shall, as a minimum, include U-factors and solar heat gain coefficients (SHGC) of the envelope systems and fenestration components, along with the R-values of the insulation. Note the locations of the continuous insulation for the roof and exterior walls on the drawings. Reference: Section 104.2, IECC 2006. |
| 03/02/2012 | ROBERT SHERRY | PLUMBING-COMMERCIAL | REVIEW | Denied | 1. Provide a connection to the drainage system of the building for the emergency eyewash/shower, P-9. Reference: Section 304.0, UPC 2006. 2. Provide structural details showing how the mounting shelf for water heater WH-3 is to be connected to the building structure. Reference: Sections 310.0 and 314.5, UPC 2006. 3. Provide listing information for the acid neutralization tanks that clarifies the installation requirements of the tanks with respect to venting as well as information for the air admittance valves that shows the proposed installation conforms to their listing. Reference: Sections 103.2.3 and 310.4, UPC 2006. 4. Provide a key plan correlating the roof drainage areas (A through K) with the roof plan. Reference: Section 103.2.3, UPC 2006. |
| 03/02/2012 | ELIZABETH LEIBOLD | ENGINEERING | REVIEW | Approved | |
| 03/02/2012 | ROBERT SHERRY | WATER | REVIEW | Approved | |
| 03/07/2012 | BETH GRANT | COMMERCIAL IMPACT FEE | COMMERCIAL IMPACT FEE PROCESSING | Needs Review |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 03/07/2012 | CPIERCE1 | OUT TO CUSTOMER | Completed |