| Date |
Text |
| 2007-07-23 14:31:38 | DENIED BY BUILDING |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT |
| | MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 2) ON THE FIRST FLOOR DEMOA PLAN THE PROPOSED GUEST |
| | ROOM APPEARS TO BE PART OF THE EXISTING GARAGE AND NOT |
| | LIVING SPACE. IF THIS AREA IS BEING COVERTED TO LIVING |
| | SPACE, THEN COUNTY IMPACTY FEES MAY BE DUE. PLEASE |
| | CLARIFY. 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) SHOW COMPLIANCE WITH R309.2 SEPARATION REQUIRED. THE |
| | GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS |
| | ATTIC AREA BY NOT LESS THAN 1/2 -INCH (12.7 MM) GYPSUM |
| | BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH |
| | HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE |
| | ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH (15.9 MM) TYPE |
| | X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A |
| | FLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE |
| | SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN |
| | 1/2-INCH (12.7 MM) GYPSUM BOARD OR EQUIVALENT. |
| | |
| | 4) SUBMIT ENERGY CALCULATIONS FOR THE REMODELED |
| | CARRIAGE HOUSEAS REQUIRED BY FBC CHAPTER 13. |
| | |
| | 5) THE PROPOSED STRUCTURE IS LESS THAN 6 FEET FROM THE |
| | PROPERTY LINE. SPECIFY ON THE SITE PLAN THAT THE |
| | DISTANCE TO ANY STRUCTURES ON THE ADJACENT LOT AT THIS |
| | LOCATION IS GREATER THAN 6 FEET. SEE FBC R302. |
| | |
| | 6) SHOW COMPLIANCE WITH FBC R320 PROTECTION AGAINST |
| | TERMITES. SPECIFY WHAT METHOD OF TERMITE PROTECTION |
| | WILL BE USED. |
| | |
| | 7) SHOW COMPLIANCE WITH R311.4.1 EXIT DOOR REQUIRED AND |
| | R311.4.2 DOOR TYPE AND SIZE. |
| | NOT LESS THAN ONE EXIT DOOR CONFORMING TO THIS SECTION |
| | SHALL BE PROVIDED FOR EACH DWELLING UNIT. THE REQUIRED |
| | EXIT DOOR SHALL PROVIDE FOR DIRECT ACCESS FROM THE |
| | HABITABLE PORTIONS OF THE DWELLING TO THE EXTERIOR |
| | WITHOUT REQUIRING TRAVEL THROUGH A GARAGE. ACCESS TO |
| | HABITABLE LEVELS NOT HAVING AN EXIT IN ACCORDANCE WITH |
| | THIS SECTION SHALL BE BY A RAMP IN ACCORDANCE WITH |
| | SECTION R311.6 OR A STAIRWAY IN ACCORDANCE WITH SECTION |
| | R311.5 . |
| | THE REQUIRED EXIT DOOR SHALL BE A SIDE-HINGED DOOR NOT |
| | LESS THAN 3 FEET (914 MM) IN WIDTH AND 6 FEET 8 INCHES |
| | (2032 MM) IN HEIGHT. OTHER DOORS SHALL NOT BE REQUIRED |
| | TO COMPLY WITH THESE MINIMUM DIMENSIONS. |
| | |
| | 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) SPECIFY THE WINDOW TYPES ON THE PLANS (IE. SINGLE |
| | HUNG, CASEMENT, ETC.). |
| | |
| | 10) SPECIFY THE DOOR TYPE OF THE SIDE SWING DOOR AT THE |
| | GARAGE ON THE FIRST FLOOR PLAN ON CH.2. SUBMIT PRODUCT |
| | APPROVALS FOR THIS DOOR. THE DOOR IS NOT SHOWN ON THE |
| | PROPOSED EAST ELEVATION ONCH.4. |
| | |
| | 11) SHOW COMPLIANCE WITH R322.1.1 FOR BATHROOM DOOR |
| | WITH A 29" CLEAR OPENING. |
| | |
| | 12) ON SHEET S.1 THE NOTES REFERENCE ASCE 7-98. PLEASE |
| | UPDATE THIS TO REFERENCE ASCE 7-02 PER CHAPTER 43 OF |
| | THE 2004 FBC RESIDENTIAL. |
| | |
| | 13) ALSO ON SHEET S.1, PLEASE UPDATE ASCE 530-99 TO |
| | ASCE 530-05. SEE FBC R CHAPTER 43. |
| | |
| | 14) ON SHEET S.1 THE NOTES SPECIFY REQUIRED SOIL |
| | BEARING PRESSURE AS 3000 PSF. THE NOTE ON S.2 SPECIFIES |
| | THE REQUIRED SOIL BEARING PRESSURE AS 2500 PSF. PLEASE |
| | CORRECT. NOTE: THE SOIL ENGINEER'S REPORT IS FOR A SOIL |
| | BEARING CAPACITY OF 2500 PSF. |
| | |
| | 15) SPECIFY THE SPACING AND LOCATIONS OF THE VERTICAL |
| | REINFORCEMENT FOR THE CONCRETE BLOCK WALLS AND |
| | PARAPET. |
| | |
| | 16) SPECIFY THE HORIZONTAL REINFORCEMENT FOR THE U |
| | BLOCK AT THE TOP OF THE PARAPET. |
| | |
| | 17) SPECIFY THE EMBED DEPTH OF THE 18" REBAR THAT IS |
| | DOWELED AND EPOXIEDINTO THE EXISTING SLAB. |
| | |
| | 18) PROVIDE A DETAIL SHOWING HOW THE NEW BLOCK WALL AND |
| | TIE BEAMS WILL BE ATTACHED TO THE EXISTNG BLOCK WALL |
| | AND BEAMS. |
| | |
| | 19) SPECIFY THE CONNECTORS THAT WILL BE USED TO SECURE |
| | THE TOPS OF THE 8 X 8 WOOD COLUMNS TO THE 4- 2 X 12 |
| | WOOD BEAM. |
| | |
| | 20) SPECIFY THE ATTACMENT OF THE 4-2 X 12 WOOD BEAM |
| | WITH THE EXTERIOR WALLS. |
| | |
| | 21) PROVIDE A BUCK DETAIL FOR THE OVERHEAD GARAGE |
| | DOOR. |
| | |
| | 22) PROVIDE A BUCK DETAIL FOR THE SIDE SWING DOORS. |
| | |
| | 23)WPB ADMIN CODE 106.3* PRODUCT |
| | APPROVALS. THOSE PRODUCT WHICH ARE |
| | REGULATED BY DCA RULE 9B-72 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE |
| | DESIGNER OF RECORD PRIOR TO SUBMITTAL |
| | FOR JURISDICTIONAL APPROVAL. |
| | |
| | 24) THE NOA FOR THE AMARR GARAGE DOOR IS EXPIRED. |
| | SUBMIT NOA NO. 07-0425.02, WHICH IS THE CURRENT NOA FOR |
| | THIS PRODUCT. |
| | |
| | 25) SUBMIT RAS 117 CALCULATIONS FOR ENHANCED FASTENING |
| | OF THE GAF ROOFING MATERIAL AS ALLOWED BY LIMITATION |
| | NUMBER 7 ON PAGE 32 OF THE NOA. THE DESIGN PRESSURE FOR |
| | THE SPECIFIED SYSTEM AND FASTENING OPTION IS - 45 PSF. |
| | THE COMPONENT AND CLADDING TABLE IN THE 2004 FBC |
| | SPECIFIES UPLIFTS OF -59.2 PSF IN ROOF ZONE 2 AND -89 |
| | PSF IN ZONE 3. |
| | |
| | - ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | |
| | |
