Permit Review Detail
Review Status: Completed
Review Details: RESIDENTIAL BLDG/ZONING/FLOOD
Permit Number - T02CM00983
Review Name: RESIDENTIAL BLDG/ZONING/FLOOD
Review Status: Completed
| Review Date | Reviewer's Name | Type of Review | Description | Status | Comments |
|---|---|---|---|---|---|
| 06/25/2002 | PETER MCLAUGHLIN | ZONING | REVIEW | Approved | |
| 06/25/2002 | ANY | FLOODPLAIN | REVIEW | Approved | |
| 06/25/2002 | PETER MCLAUGHLIN | NPPO | REVIEW | Passed | |
| 07/18/2002 | DAVE WITT | BUILDING-RESIDENTIAL | REVIEW | Denied | PLAN CHECK COMMENTS - PROJECT #T02CM00983 7/18/02 7144 E. ELBOW BAY DR. 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 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. 2. 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. FOUNDATION PLANS: 1. DIMENSION THE FOOTING WIDTH, THICKNESS, AND DEPTH INTO UNDISTURBED SOIL FOR EACH FOOTING TYPE AND CONDITION PER TABLE R403.1. 2. NOTE AND DETAIL MINIMUM REINFORCING, OR PROVIDE CODE JUSTIFICATION OF ALTERNATE: - MONOLITHIC - ONE (1) #5 OR TWO (2) #4 REBARS IN THE MIDDLE OF THE FOOTING. - STEMWALL - ONE (1) #4 REBAR IN THE BOTTOM OF THE FOOTING AND ONE (1) #4 REBAR IN THE TOP OF THE STEM ON BRACED WALLS PER R602.10.6 3. FOOTING WIDTHS FOR ONE-STORY, PER TABLE R403.1: - 16" MINIMUM; WOOD FRAME - 19" MINIMUM; HOLLOW CONCRETE/MASONRY - 22" MINIMUM; SOLID FULLY GROUTED/MASONRY 4. SHOW THE LANDING AT THE GLASS DOOR. FLOOR PLANS: 1. LABEL THE ROOM CREATED BY THE PORCH ENCLOSURE (I.E. DEN, DINING, ETC.) 2. A ONE HOUR FIRE WALL IS REQUIRED WHERE THE CARPORT IS LESS THAN 3 FEET FROM THE PROPERTY LINE. 3. THE PLAN APPEARS TO BE FOR A CARPORT BUT THE PERMIT IS FOR A GARAGE. A CARPORT IS COMPLETELY OPEN ON TWO SIDES. IS IT A CARPORT? 4. HOW WIDE IS THE SLIDING GLASS DOOR? STRUCTURAL PLANS: 1. SPECIFY LUMBER GRADE AND SPECIES. 2. IDENTIFY THE PROPOSED JOIST HANGERS AND FRAMING ANCHORS. 3. DESCRIBE THE ROOFING SYSTEM FOR THE CARPORT. 4. THE CARPORT BEAMS APPEAR TO LIGHT. 5.WHAT IS THE SPACING OF THE RAFTERS OVER THE CARPORT AND OVER THE PORCH? SECTIONS - DETAILS - MISC. NOTES: 1. DETAIL AND NOTE ALL MASONRY WALL REINFORCEMENT PER R606.11.2.2.3. 2. MASONRY WALLS SHALL BE ANCHORED TO FLOORS AND ROOFS WHICH PROVIDE LATERAL SUPPORT FOR THE WALL. DETAIL A POSITIVE DIRECT CONNECTION CAPABLE OF RESISTING THE HORIZONTAL FORCES. SEE R606.11.2.2.1. 3. THE 6" BRICK APPEARS TO BE NARROWER THAN THE 8" MINIMUM WIDTH REQUIRED BY THE INTERNATIONAL BUILDING CODE FOR THE PORCH ENCLOSURE. ELECTRICAL PLANS: 1. AT LEAST ONE WALL SWITCH CONTROLLED LIGHT OR OUTLET MUST BE PROVIDED IN OUTDOOR ENTRANCES OR EXITS AND ALL HABITABLE ROOMS PER E3801. (SEE THE SLIDING GLASS DOOR) 2.PROVIDE AN EXTERIOR RECEPTACLE ON THE OUTSIDE OF THE PORCH ENCLOSURE IF THERE WON'T BE ONE AFTER THE WORK IS COMPLETE. IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT YOUR ASSIGNED PLANS EXAMINER: DAVE WITT @ 791-5550 EXT. 1110 |
Final Status
| Task End Date | Reviewer's Name | Type of Review | Description |
|---|---|---|---|
| 08/08/2002 | TAMI ACHONG | OUT TO CUSTOMER | Completed |