Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/WWM
Permit Number - T04CM01189
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 05/06/2004 | David Witt | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T04CM01189 5/7/04 2800 E. OHIO ST. #2 PLAN REVIEW FOR THE ABOVE REFERENCED STRUCTURE HAS BEEN COMPLETED. THIS LETTER REFLECTS COMMENTS TO BE ADDRESSED. IN ORDER TO FACILITATE A SHORTER BACK CHECK TIME, WE REQUEST THAT YOU PLEASE PROVIDE REVISED PLANS AND CALCULATIONS, HIGHLIGHTING ANY CHANGES, ALONG WITH A WRITTEN RESPONSE TO EACH OF THE NOTED ITEMS INDICATING ACTION TAKEN. SCOPE OF REVIEW: THE SCOPE OF THIS PLAN REVIEW COVERS ARCHITECTURAL, PLUMBING, MECHANICAL, MODEL ENERGY AND ELECTRICAL CODES. ALL CODE REFERENCES ARE TO THE 2000 IRC AND STATE PLUMBING CODE. ALL FEATURES WERE CHECKED ONLY TO THE EXTENT ALLOWED BY THE SUBMITTALS PROVIDED. ALL PORTIONS OF THIS PROJECT ARE ASSUMED TO MEET OR WILL MEET OTHER DEPARTMENTAL REQUIREMENTS, CONDITIONS AND CONCERNS BEFORE PERMIT APPROVAL. GENERAL REQUIREMENTS: 1. ALL PLANS SHALL BE LEGIBLE AND A SCALE NO SMALLER THAN ¼ INCH = 1-FOOT SHALL BE USED FOR ALL FLOOR PLANS, FRAMING PLANS AND ELEVATIONS. DETAILS &CROSS SECTIONS AT A MINIMUM 3/8 INCH = 1-FOOT SCALE. 2. ALL CORRECTIONS AND REVISIONS SHALL BE MADE ON THE ORIGINAL TRACINGS AND TWO NEW SETS OF PRINTS OR (1) SEPIA & (1) BLUE LINE SHALL BE RETURNED ALONG WITH ALL REDLINE PRINTS. 3. PEN OR PENCIL CORRECTIONS ON FINAL PRINTS WILL NOT BE ACCEPTABLE. TO AVOID DELAYS ENSURE ALL CORRECTIONS HAVE BEEN MADE, ARE COMPLETE AND HAVE BEEN COORDINATED ON ALL APPLICABLE DETAILS AND NOTES. 4. ALL ENGINEERS AND ARCHITECTS INVOLVED IN THE DESIGN OF THE STRUCTURE ARE TO SEAL THE RELATED SHEETS OF PLANS, DETAILS AND CALCULATIONS. THIS IS IN ACCORDANCE WITH THE RULES OF THE STATE BOARD OF TECHNICAL REGISTRATION. SITE PLAN: 1. INDICATE THE LOCATION OF THE SEWER OR SEPTIC LINE ON THE PROPERTY, AND WHERE THEY ENTER THE BUILDING. FLOOR PLANS: 1. THE UNBRACED WALL LENGTH EXCEEDS THE EMPIRICAL LENGTH PERMITTED BY I.R.C.'s R606.8 . STRUCTURAL PLANS: 1. SPECIFY DESIGN CRITERIA ON PLANS. VALUES FOR ROOF DEAD LOAD AND LIVE LOAD. 2. SPECIFY LUMBER GRADE AND SPECIES. 3. PROVIDE MANUFACTURER'S CALCULATIONS AND DATA FOR PRE-FAB TRUSSES. TRUSS CALCULATIONS MUST BE SIGNED, DATED AND WET-SEALED BY AN ENGINEER WHO IS REGISTERED IN ARIZONA. 4. SPECIFY THE LINTELS. SECTIONS - DETAILS - MISC. NOTES: 1. SECTION A-A / 2 ; THE HEIGHT OF THE WALL EXCEEDS THE HEIGHT PERMITTED BY ZONING. SEE THE SITE PLAN. 2. SECTION A-A / 2 ; THE HEIGHT OF THE WALL EXCEEDS THE HEIGHT EMPIRICAL HEIGHT PERMITTED BY R606.2.1 . 3. SECTION A-A / 2 ; PROVIDE BOND BEAMS AT THE STRUCTURAL ROOF CONNECTIONS. 4. B-2 / 2 ; JUSTIFY THE ½"X8" LEDGER BOLTS @ 32" O.C.. ALSO CONSIDER THE 3X LEDGER. 5. SECTION A-A / 2 ; PROVIDE THE ROOF'S PITCH. 6. SECTION A-A / 2 ; PROVIDE FOOTING REINFORCEMENT. ELECTRICAL PLANS: 1. NOTE ON PLANS: ELECTRICAL WORK SHALL COMPLY WITH CHAPTERS 33 - 42, 2000 IRC. 2. PROVIDE AN EXTERIOR DISCONNECT AT THE MAIN SERVICE. 3. ALTHOUGH CIRCUIT 2/4 IS LISTED AS A SPARE, IT APPEARS TO BE USED. PLEASE IDENTIFY IT'S USE. 4. PROVIDE A SWITCHED EXTERIOR LIGHT FOR THE MAN DOORS. SEE E3803.3 . 5. READILY ACCESSIBLE RECEPTACLES ARE TO BE G.F.C.I. PROTECTED. 6. PROVIDE THE AMPACITY OF THE EXISTING DWELLING'S SERVICE AND SIZE THE FEEDERS FROM THE ELECTRIC METER TO THAT EXISTING LOCATION. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: DAVE WITT @ 791-5550 EXT. 1110 ADDITIONAL PLAN CHECK COMMENTS IF ZONING APPROVES THE ADDITIONAL HEIGHT, AN ENGINEER WILL BE REQUIRED TODESIGN THE FOOTINGS,WALLS, AND ROOF CONNECTIONS. |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 05/07/2004 | TAMI ACHONG | OUT TO CUSTOMER | Completed |
| 05/07/2004 | ANGIE SHOFFSTALL | REJECT SHELF | Completed |