Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/WWM
Permit Number - T07CM04524
Review Name: RESIDENTIAL BLDG/WWM
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 01/03/2008 | DAVE WITT | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T07CM04524 1/8/08 390 S. BROWN ST. 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 2006 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. SITE PLAN: 1. PLEASE PROVIDE THE SIZE OF THE EXISTING WATER SERVICE LINE, FROM THE WATER METER TO THE "T" THAT BRANCHES THE LINE TO THE GUEST QUARTERS. FOUNDATION PLANS: 1. PLEASE PROVIDE A SOIL REPORT FOR THE 3 FEET OF FILL AT THE SITE OF THE GUEST QUARTERS OR EXTEND THE FOOTINGS TO UNDISTURBED NATURAL SOIL. SEE R403.1 2. THE PLAN SPECIFIES 21-#4s CONTINUOUS……..TYPO? FLOOR PLANS: 1. PLEASE NOTE THAT THE "HD2A"s REQUIRE A DOUBLE STUD OR A 3X STUD TO ACHIEVE THE 1800# REQUIRED FOR HOLD DOWN. SEE SIMPSON. 2. THE "PAHD42" ISN'T RATED FOR 1800# UNTIL IT'S 8" FROM THE EDGE OF THE CONCRETE. SEE SIMPSON AND R602.10.6 . DID YOU MEAN "HPAHD22"? 3. THE "MAS" ISN'T RATED AT 1800# TENSILE. SEE SIMPSON AND R602.10.6 . 4. PROVIDE A BRACED WALL PANEL IN THE CARPORT WITHIN 12'-6" OF THE END OF THE WALL NEAR THE GREAT ROOM. THE BACK WALL IS OVER 4' AWAY AND CONSIDERED ANOTHER WALL LINE. SEE R602.10.1 . STRUCTURAL PLANS: 1. THE HOUSE APPEARS TO BE BUILT ON 3 FEET OF FILL. PLEASE PROVIDE A SOIL REPORT. SEE R403.1 . 2. PROVIDE MANUFACTURER'S DATA FOR PRE-FAB TRUSSES. TRUSS DATA MUST BE SIGNED, DATED AND WET-SEALED BY AN ENGINEER WHO IS REGISTERED IN ARIZONA. TRUSS DATA SHALL BE CROSS-REFERENCED TO THE FLOOR PLANS. 3. PLEASE ILLUSTRATE THE VENT LOCATIONS ON THE CRICKETS. ELEVATIONS: 1. ELEVATION NOTE #9 CONFLICTS WITH THE DIMENSIONS SHOWN TO THE HEADERS IN THE ELEVATIONS. SECTIONS - DETAILS - MISC. NOTES: 1. TYPICAL COLUMN FOOTING / A3.0 ; HOW IS THE LATERAL STABILITY OF THE COLUMNS ACHIEVED? IS THERE OSB UNDER THE STUCCO? ALSO, THE DETAILS ON SHEET NO, A4.0 . 2. PLEASE SPECIFY THE STUDS, 2X6, IN THE DETAILS. 3. TYP. TRUSS END / A4.0 ; PLEASE INCLUDE THE VENT DETAIL VENTING THE CRICKET AND THROUGH THE ROOF SHEATHING. PLUMBING PLANS: 1. PLEASE INCLUDE THE EXISTING DWELLING'S WATER FIXTURE UNITS IN THE WATER CALCS TO CHECK THE ADEQUACY OF THE EXISTING WATER SERVICE LINE TO CARRY THE EXISTING WATER FIXTURE UNITS AND THE ADDITIONAL FIXTURE UNITS OF THE GUEST QUARTERS. SEE '06 UPC TABLE 6-6 . 2. THE SITE PLAN SHOWS A DEVELOPED LENGTH, WATER METER TO MOST REMOTE PLUMBING APPLIANCE, ONER 150'. PLEASE RECHECK. ALSO, RECHECK THE SIZING OF THE GUEST HOUSES WATER DISTRIBUTION SYSTEM. SEE 2006 UPC SECTION 610.7 AND TABLE 6-6 . 3. PLEASE SPECIFY THE SIZE OF THE VENT FOR THE BATH TUB. SEE TABLE 7-5 . 4. PLUMBING NOTES GENERAL / P1.0 ; PLEASE SPECIFY ONE CODE. THESE PLANS APPEAR TO CONFORM MAINLY TO THE 2006 U.P.C. ELECTRICAL PLANS: 1. PROVIDE ELECTRICAL LOAD CALCULATIONS FOR THE MAIN PANEL TO JUSTIFY THE ADEQUACY OF THE PANEL TO SUPPLY BOTH THE MAIN HOUSE AND THE GUEST QUARTERS. SEE E3502.2 . 2. RISER DIAGRAM / E1.0 ; PLEASE PROVIDE THE SIZE OF THE SUB-PANEL'S FEEDERS AND CONDUIT. SEE E3503 AND E3804.6 . 3. ELECTRICAL PANEL SCHEDULE / E1.0 ; "SUB-PANEL50 AMPS EXISTING CIRCUITS 38 &40", PLEASE CLARIFY. WHAT IS 50 AMPS? DOES IT CONFLICT WITH THE 77.8 AMP CALCULATED LOAD? 4. PROVIDE RECEPTACLES LOCATED PER E3801.2 . 5. ELECTRICAL NOTE #9 / E1.0 ; PLEASE NOTE THAT THE LIGHT FIXTURE OVER THE BATHTUB IS REQUIRED TO BE LISTED AS APPROVED FOR USE IN WET AREAS. SEE E3903.8 . 6. ELECTRICAL NOTE #11 / E1.0 ; PLEASE SPECIFY COMBINATION TYPE ARC-FAULT PROTECTION FOR THE BED ROOMS. THE COMBINATION TYPE IS REQUIRED AFTER I/I/08. SEE EE3802.12 . 7. DOES THE MAIN SERVICE AT THE EXISTING HOUSE EXIST AT 200 AMPS OR WILL IT HAVE TO BE UPGRADED? IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: DAVE WITT @ 837-4910 |
| 12/14/2007 | GERRY KOZIOL | WWM | REVIEW | Approved |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 01/09/2008 | DELMA ROBEY | OUT TO CUSTOMER | Completed |
| 01/09/2008 | SHANAE POWELL | REJECT SHELF | Completed |