| Date |
Text |
| 2008-04-17 17:57:03 | 2004 FBC W/2007 REVISIONS |
| | NEW GARAGE APARTMENT |
| | |
| | DENIED BY BUILDING |
| | |
| | 1)A RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL |
| | BE REQUIRED. |
| | |
| | 2) IMPACT FEES MUST BE PAID TO PALM |
| | BEACH COUNTY, PLANS STAMPED BY THEM AND |
| | COPY OF RECEIPT SUBMITTED TO CITY OF |
| | WEST PALM BEACH BUILDING DEPARTMENT, |
| | BEFORE A BUILDING PERMIT CAN BE ISSUED. |
| | |
| | 3) THE ADDRESS IN THE TITLE BLOCK IS FOR THE MAIN HOUSE |
| | THE ADDRESS FOR THE GARAGE APARTMENT IS 227- 10TH |
| | STREET. PLEASE CORRECT. |
| | |
| | 4) THE TYPE OF CONSTRUCTION SPECIFIED ON SHEET A1.1 IS |
| | V AND ON S3 IT IS SPECIFIED AS III-B WITH THE OCCUPANCY |
| | AS R2. THE CORRECT OCCUPANCY TYPE IS R3 AND |
| | CONSTRUCTION TYPE IS V-B UNSPRINKLERED. PLEASE REVISE. |
| | SEE FBC 602 AND 302. |
| | |
| | 5) SPECIFY THE HEIGHT OF THE GUARD RAILS AT THE |
| | BALCONIES ON THE PLANS. SEE FBC R312.1 |
| | |
| | 6) SUBMIT A DRAINAGE PLAN SHOWING COMPLIANCE WITH |
| | R401.3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO |
| | A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF |
| | COLLECTION SO AS TO NOT CREATE A HAZARD. LOTS SHALL BE |
| | GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM |
| | FOUNDATION WALLS. THE GRADE AWAY FROM FOUNDATION WALLS |
| | SHALL FALL A MINIMUM OF 6 INCHES (152 MM) WITHIN THE |
| | FIRST 10 FEET (3048 MM). |
| | EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER |
| | PHYSICAL BARRIERS PROHIBIT 6 INCHES (152 MM) OF FALL |
| | WITHIN 10 FEET (3048 MM), DRAINS OR SWALES SHALL BE |
| | PROVIDED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. |
| | |
| | 7) THE PLANS REFERENCE THE 2004 FBC WITH 2006 |
| | AMENDMENTS. THE CORRECT REFERENCE IS THE 2004 FBC WITH |
| | 2007 AMENDMENTS. |
| | |
| | 8)SHOW COMPLIANCE WITH R320.7 PROTECTION AGAINST |
| | DECAY AND TERMITES. |
| | CONDENSATE LINES AND ROOF DOWNSPOUTS SHALL DISCHARGE AT |
| | LEAST 1 FOOT (305 MM) AWAY FROM THE STRUCTURE SIDEWALL, |
| | WHETHER BY UNDERGROUND PIPING, TAIL EXTENSIONS OR |
| | SPLASH BLOCKS. GUTTERS WITH DOWNSPOUTS ARE REQUIRED ON |
| | ALL BUILDINGS WITH EAVES OF LESS THAN 6 INCHES (152 MM) |
| | HORIZONTAL PROJECTION EXCEPT FOR GABLE END RAKES OR ON |
| | A ROOF ABOVE ANOTHER ROOF. |
| | |
| | 9) THE OWNER/AGENT IS REQUIRED TO SIGN THE ENERGY |
| | CALCULATION FORM. ONE OF THEM HAS NOT BEEN SIGNED. SEE |
| | FBC 13-600.3ABC.2 |
| | |
| | 10) SUBMIT 2 COPIES OF THE PRODUCT APPROVALS FOR THE |
| | STRUCTURAL WINDOW MULLIONS AS REQUIRED BY DCA RULE |
| | 9B-72. NOTE: THEY ARE REQUIRED TO APPROVED IN WRITING |
| | BY THE DESIGNER OF RECORD. FBC 106.3.3* CITY |
| | AMENDMENTS |
| | |
| | 11) SPECIFY THE COMPONENT AND CLADDING PRESSURES FOR |
| | FLAT ROOF ZONES 1, 2 AND 3 FOR EXPOSURE CATEGORY C AND |
| | A 20' MEAN ROOF HEIGHT ON THE STRUCTURAL PLANS.SEE |
| | FBC TABLE R301.2(2) AND TABLE R 301.2(3). NOTE: THE |
| | UPLIFT FOR ROOF ZONE 3 (CORNERS) EXCEEDS THE MAXIMUM |
| | DESIGN PRESSURE OF -98.3 PSF FOR THE JOHNS MANVILLE BUR |
| | SYSTEM. |
| | |
| | 12) SPECIFY FIREBLOCKING AS REQUIRED BY FBC R602.1.2. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | [email protected] |
