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Permit Number: T08CM01551
Parcel: 14044018C

Review Status: Completed

Review Details: RESUBMITTAL

Permit Number - T08CM01551
Review Name: RESUBMITTAL
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
11/20/2008 SREEVES1 FIRE REVIEW Denied For Buildings A and C

Please include the following design criteria to the plans.
1. Flow data (static pressure, residual pressure, GPM)
Available from the Fire Department (520) 791-3234
2. The standard to be used in development of sprinkler system. (NFPA 13, NFPA 13R, or NFPA 13D)
3. The hazard classification of the building, including any special hazards. THE FACT THAT 1500 GPM MUST BE ADDED AS A HOSE ALLOWANCE.
4. The density required of the water supply.
11/21/2008 ERIC NEWCOMB BUILDING-COMMERCIAL REVIEW Denied 1. 1/8" LETTERING IS REQUIRED ON ALL DRAWINGS UNLESS A WRITTEN APPEAL FOR 3/32" LETTERING IS APPROVED BY THE BUILDING OFFICIAL, JESSIE SANDERS. THIS APPROVED APPEAL MUST ACCOMPANY THE DRAWINGS SUBMITTED FOR CHECKING.
2. DEFERRED SUBMITTALS MUST BE APPROVED BY THE BUILDING OFFICIAL, JESSIE SANDERS.
3. SHEET S0.1; GENERAL NOTES (FOUNDATION AND SLAB ON GRADE): NOTE A INDICATES GEOTECHNICAL REPORT. PROVIDE FOR REVIEW.
4. CALCULATIONS: TYPICALLY INDICATE ON THE CALCULATIONS WHERE BEAMS, LINTELS, FOUNDATIONS, ETC. ARE LOCATED BY USING A CALCULATIONS REFERENCE PAGE TO ASSIST IN PLAN REVIEW.
5. SHEET S1.0 (FOUNDATION PLAN); CALCULATIONS PAGE 22: CALCULATIONS INDICATE1'-6" X 0'-8" MINIMUM FOOTING WHILE PLAN INDICATES 1'-4" FOOTING. CLARIFY.
6. SHEET S1.0 (FOUNDATION PLAN): INDICATE FOOTING SIZE ON SOUTH EXTERIOR SHEAR WALLS.
7. SHEET A8.0; ROOM FINISH SCHEDULE: WALLS IN TOILET ROOMS MUST MEET CRITERIA IN SECTION 1210.2 OF IBC 2006.
8. SHEET S0.1 (WOOD STUD WALL CONSTRUCTION); CALCULATIONS PAGE 35: CALCULATIONS INDICATE TYPICAL WALL STUD TO BE 2X6 AT 16" O.C. NOTE ON SHEET S0.1 DOES NOT AGREE. CLARIFY.
9. SHEET S2.1 (LINTEL SCHEDULE); CALCULATIONS PAGE 41: CALCULATIONS INDICATE 2-#6 TOP AND BOTTOM REINFORCEMENT IN LINTEL TYPE A, WHILE DRAWINGS INDICATE 2-#4 BOTTOM AND 2-#5 TOP. CLARIFY.
10. SHEET S2.3 (LINTEL SCHEDULE); CALCULATIONS PAGE 45: CALCULATIONS INDICATE 2-#5 TOP AND BOTTOM REINFORCEMENT IN LINTEL TYPE A, WHILE DRAWINGS INDICATE 2-#4 BOTTOM AND 2-#5 TOP. CLARIFY.
11. SHEET S2.4 (LINTEL SCHEDULE); CALCULATIONS PAGE 51: DID NOT LOCATE DESIGN FOR LINTEL BEAM A. CLARIFY.
12. SHEET S2.4 (FRAMING PLAN BUILDING F); CALCULATIONS PAGE 55: WHERE IS THE MICROLAM BEAM ON THE FRAMING PLAN? CLARIFY.
13. GENERAL: VERIFY THAT ALL FOUNDATION PLANS USE THE MINIMUM 1'-6" X 0'-8" FOOTING PER PAGE 22 OF THE CALCULATIONS, OR REVISE CALCULATIONS.
11/24/2008 TERRY STEVENS ZONING REVIEW Approved
11/25/2008 ROBERT SHERRY PLUMBING-COMMERCIAL REVIEW Denied 1. Revise the font size used on the drawings to a minimum of 1/8-inch (all upper case). Reference: Section 106.1.1, IBC 2006.
2. Comment not resolved; see Section 2902.2, IBC 2006. Provide the minimum plumbing facilities required by Table 2902.1 and Section 2902.2, IBC 2006, for business occupancy (e.g. a drinking fountain). Reference: Section 1109.5.1, IBC 2006.
3. Provide underground facility tracer wires per ARS 40-360.22.
11/26/2008 ROBERT SHERRY WATER REVIEW Approved
11/26/2008 RAY MAJUTA ELECTRICAL-COMMERCIAL REVIEW Approved
11/26/2008 ROBERT SHERRY MECHANICAL-COMMERCIAL REVIEW Denied 1. Comment not addressed. Revise the font size used on the drawings to a minimum of 1/8-inch (all upper case). Reference: Section 106.1.1, IBC 2006.
2. Comment not resolved. Show how the fan coil, AH-1, is being connected to the building structure. Reference: Section 302.1, IMC 2006.
3. Comment not addressed. Provide information on the sequence of operation for the exhaust for restroom 0102 to show that recirculation of the air from the restroom will not occur. Reference: Section 403.2.1, IMC 2006.
4. Provide level service platforms and guards for the A/C units located on roofs with slopes of 3:12 or greater. Reference: Section 306.5.1, IMC 2006.
12/03/2008 BIANCA RAMIREZ ENGINEERING REVIEW Approved
12/10/2008 CPIERCE1 WWM REVIEW Needs Review