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Permit Review Detail

Permit Number: T02CM04244
Parcel: 13405116C

Review Status: Completed

Review Details: COMMERCIAL NEW

Permit Number - T02CM04244
Review Name: COMMERCIAL NEW
Review Status: Completed
Review Date Reviewer's Name Type of Review Description Status Comments
09/10/2002 JIM EGAN FIRE REVIEW Approved
09/10/2002 DAN CASTRO ZONING REVIEW Denied See Notice concerning billboard.
09/10/2002 DOUG WILLIAMS FLOODPLAIN REVIEW Approved
09/23/2002 HOLLY PEARCE PLUMBING-COMMERCIAL REVIEW Denied Plumbing 1.Provide a civil site utility plan with FFE, UP and DOWN stream MH Rim Elev., size and slope of sewer and water line and size of same. 2. Roof and overflow drains can not be connected together detail 3/S.4 .
09/23/2002 RANDY SCHULER ELECTRICAL-COMMERCIAL REVIEW Approved 1
09/23/2002 HOLLY PEARCE WATER REVIEW Denied See Plumbing comments.
09/23/2002 HOLLY PEARCE MECHANICAL-COMMERCIAL REVIEW Denied Mechanical 1. Architectural plans do not reflect MEC calc's. 2. A one hour ceiling is required over and 18" beyond all sides of the hood. Architect is required to provide a complete detail of the one hour shaft and the support of the shaft. NOTE: Size of exaust duct and a 6" air space on each side will exceed the 24"o.c. trusses.
10/10/2002 DOUG LAAKSO BUILDING-COMMERCIAL REVIEW Denied T20CM04244-----990 S. HARRISON ROAD -------DGL----------- S1) PROVIDE PREMISES IDENTIFICATION PER IBC SEC. 501.2, REF. DWG. #A-3. ................................................ . S2) PROVIDE ADDRESSING PER PIMA COUNTY ADDRESSING ORDINANCE, REF. DWG. #A-3, SITE PLAN AND #T-1,SEE ATTACHMENT. ................................... ... S3) POST OCCUPANT LOAD = 30 AT DINING, OCCUPANT LOAD = 15 AT EACH PATIO PER IBC SEC 1003.2.2.5, REF. DWG. #A-2, #A-4, SHOW SIGN LOCATION, etc. ........... .. . S4) CLARIFY CONFORMANCE WITH EXIT ELEVATION CHANGE REQUIREMENTS BY SHOWING ADEQUATE SPOT ELEVATIONS ON DWGS. REF. #A-1, #T-1, GRADING /PAVING PLAN, PER IBC SEC. 1003.2.7, 1003.3.1. ...... . ... S5) DESIGNATE DOOR HARDWARE/ LOCK/LATCH AT DOORS #1 AND #3 AND WROUGHT IRON GATES AT PATIOS REF. DWG. #A1.1, PER IBC SEC. 1003.3.1.8. ..... .. S6) CLARIFY EXTENSION OF ACCESSIBILE ROUTE TO LOCATION OF " FUTURE SIDEWALK" IN R.O.W., REF. DWG. #T-1, AND SITE PLAN. PROVIDE ADEQUATE SPOT ELEVATIONS PER IBC SEC. 1104. ......... .......... . .......... .. S7) CLARIFY AND SHOW ON DRAWINGS ACCESSIBILE SEATING FOR DINING AREAS PER IBC SEC. 1107.2.5., 1108.10, REF. DWG.#A-2. ............. ............... .. ........... . S8) PROVIDE ACCESSIBILE COUNTERS, FOOD SERVICE LINES, etc>, PER IBC SEC. 1108.12, REF. DWG. #A-2, LOCATE ON DWGS.. ..................... ................... ........ S9) PROVIDE SPECIFICATIONS FOR ROOF HATCH W/ MANUFACTURERS NAME AND MODEL NUMBER, REF. DWG. #A-8. . ............. .............. ................. ....... ...... S10) PROVIDE ICBO NUMBER, MANUFACTURERS NAME AND MODEL FOR THE ONE-COAT STUCCO SYSTEM REF. DWG. #A-3. . ................................................ ............. S11) ROOF FLASHING REQUIRED THICKNESS 26 GAGE MINIMUM PER IBC SEC. 1503 vs DWG. 3A-10, DIV. 7, ITEM H, SPECIFYING 28 GAGE. ................. .................. ... S12) PROVIDE COPING AT PARAPETS PER IBC SEC. 1503.3, SHOW ON DWGS.. ....... ................... ...... ........ . S13) PROVIDE ROOF DRAINAGE PER IBC SEC. 1503.4 PER STATE PLUMBING CODE, REF. DWG.#A-8, 3/S-4. ... ...... .. S14) SHOW ROOF CLASSIFICATION ON DRAWINGS, REF. #A-8 AND A-10, CLASS 'C' MINIMUM PER IBC TABLE 1505.1. . .............. ... ....................... ......... .... ... S15) SHOW ACTUAL WEIGHTS OF MATERIAL USED IN CALCULATIONS FOR DEAD LOADS, PER PG 1 OF CALCS. AND IBC SEC. 1606. ........................ ................... ...... . . S16) jUSTIFY USE OF EXPOSURE 'B' FOR WIND vs EXPOSURE 'C' ,REF. CALC PG 1, IBC SEC. 1609.4. ....... .. . S17) PROVIDE BOND BEAM AT TOP OF 6" CMU OR PROVIDE CALCULATIONS AND DETAILS FOR ATTACHMENT OF METAL STUDS REF. 4/S-3 AND S-1. ...... S18) WHAT IS DETAIL 2/S-1, REF. DWG. S-1? . ................ ALSO, DETAIL 8/S-4 DOES NOT LOOK APPROPRIATE PER DWG. S-1? .................................. .............. ................. .. LOCATE 13/S4 ON FLOOR PLAN. . ........................... ... .. S19) PROVIDE STRUCTURAL DETAILS FOR : .............. ..... .......1. CONNECTION OF WINDOWWALL/ STOREFRONT TO MASONRY ie: BOND BEAM, etc. ........................ . ...... ........2. GLASS BLOCK HOW IS IT CONSTRUCTED AND HOW DOES STRUCTURE CONNECT TO IT AND SUPPORT IT? FULLY DETAIL ON DRAWINGS. . ....................... ..... .. .......3. EXTERIOR WALL BETWEEN FRONT PORCH AND DINING, REF. DWG S-1. ..................................... ............ .......4.METAL STUDS TO STEEL FRAME SEC D/A-5 AND C/A-5. .............. .......................... ............. ... ............ S20) DIMENSIONALLY LOCATE MECHANICAL EQUIPMENT AND ROOF HATCH ON ROOF PLAN ON DWG. A-8, FROM TWO ADJACENT WALLS. ................. .................... ...... S21) PROVIDE STRUCTURAL DESIGN AND DETAILS FOR THE EXHAUST HOOD AND ASSOCIATED DUCTWORK SUPPORT SYSTEM TO JOISTS. . ..................... ......... .... S22) PROVIDE INSPECTION PROGRAM PER U.A.C. 1994 ed SEC. 302.5... ............................................................. ... . S23) SPECIAL INSPECTION REQUIRED FOR: ................... .......1. HIGH STRENGTH BOLTING ................................. .......2. STRUCTURAL MASONRY ..................................... .......3. FIELD WELDING ................................................. .......4. SHOP WELDING .................................................. S24) SUBMIT TWO SETS OF SHOP DRAWINGS PER STAMP FOR: ................................................................... .......1. ROOF TRUSSES ................................................... .......2. METAL ROOF SYSTEM.
10/11/2002 GERRY KOZIOL WWM REVIEW Approved

Final Status

Task End Date Reviewer's Name Type of Review Description
10/14/2002 TAMI ACHONG OUT TO CUSTOMER Completed