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Permit Review Detail
Review Status: Completed
Review Details: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Permit Number - T14CM02889
Review Name: COMMERCIAL - BLDG/FIRE/ZONING/ENG
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 05/23/2014 | MARTIN BROWN | FIRE | REVIEW | Approv-Cond | Projects at charter schools involving issues covered by the International Fire Code should also be reviewed by the office of the Arizona State Fire Marshal |
| 06/04/2014 | ERIC NEWCOMB | BUILDING-COMMERCIAL | REVIEW | Reqs Change | 1. SHEET S1 (SITE PLAN); SHEET S2 (RM ROOF MOUNT PLAN): SHEET S1 INDICATES 178 BALLAST SYSTEMS, WHILE SHEET S2 INDICATES 177. CLARIFY. 2. SHEET S2; DETAIL-A: THE CALL-OUT FOR THE HOLD DOWN MEMBER AND WASHER IS NOT INDICATED ON THE DRAWING. PROVIDE. 3. SHEET S3: IT APPEARS ON THE DRAWING THAT THE THREE AREAS SHOWN ALL USE A BALLAST SYSTEM, WHEREAS THE CALCULATIONS (AREA 1 ROOF BUILDING AND AREA 3 ROOF BUILDING) INDICATE THE BOLT AND WASHER HOLD DOWN. CLARIFY. 4. GENERAL; ROOF MOUNTED UNITS: IS THE WEIGHT OF THE BALLAST INCLUDED IN THE DETERMINATION OF THE EXISTING ROOF ADEQUACY TO SUPPORT THE UNITS? VERIFY. 5. SHEET S1.2 (FRAMING PLANS); DETAIL 3/S1.4: IS THIS DETAIL TYPICAL AT ALL LOCATIONS WHERE THE PURLIN IS SUPPORTED AT THE BEAM, OR ONLY AT THE LOCATIONS SHOWN ON THE PLANS ON S1.2? VERIFY. 6. SHEET S1.4; DETAIL 3: THE PURLIN CALL-OUT REFERENCES DETAIL(S) 4/S1.3 AND 5/S1.3. REVISE THE REFERENCES. 7. STRUCTURAL CALCULATIONS: CALCULATIONS WERE NOT FOUND IN THIS SUBMITTAL FOR PARKING STRUCTURE 1. PROVIDE. 8. STRUCTURAL CALCULATIONS; PARKING STRUCTURE #2: THE CALCULATIONS INDICATE 6-#12 SCREWS FOR CONNECTIONG THE PURLIN TO THE BEAM, WHILE THE DETAILS (4/S1.4 AND 5/S1.4) INDICATE 2-#12 SCREWS. CLARIFY. 9. STRUCTURAL CALCULATIONS; PARKING STRUCTURE #2: THE FIRST FOUNDATION CALCULATION INDICATES A 24" DIAMETER CAISSON THAT IS 13.625 FEET DEEP. THE SECOND FOUNDATION CALCULATION INDICATES A 24" DIAMETER CAISSON THAT IS 10.25 FEET DEEP. THE DRAWING (1/S1.4) INDICATES A 24" DIAMETER CAISSON THAT IS 11'-0" DEEP. CLARIFY. 10. STRUCTURAL CALCULATIONS; PARKING STRUCTURE #4: THE CALCULATIONS INDICATE 6-#12 SCREWS FOR CONNECTIONG THE PURLIN TO THE BEAM, WHILE THE DETAILS (4/S1.4 AND 5/S1.4) INDICATE 2-#12 SCREWS. CLARIFY. 11. GENERAL; PARKING STRUCTURES: ON THE DRAWINGS, PROVIDE A DETAIL OF THE SUPER PURLIN, INCLUDING PHYSICAL DIMENSIONS AND SECTION PROPERTIES. 12. GENERAL: PARKING STRUCTURES: ON THE DRAWINGS ((SHEET S1.2 OR S1.3), PROVIDE A DIMENSION FOR THE W12X26 BEAM FROM THE CENTERLINE OF THE COLUMN TO EACH END OF THE BEAM. 13. GENERAL: PROVIDE WRITTEN RESPONSES TO ALL REVIEW COMMENTS. |
| 06/09/2014 | CPIERCE1 | ELECTRICAL-COMMERCIAL | REVIEW | Needs Review |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 06/09/2014 | CPIERCE1 | OUT TO CUSTOMER | Completed |