| Date |
Text |
| 2007-02-07 07:41:40 | DENIED BY BUILDING |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT |
| | MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 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)SHEETS A5.1 AND A5.2 SPECIFY A MINIMUM SOIL BEARING |
| | CAPACITY OF 2500 PSF. THE SOIL REPORT AND STRUCTURAL |
| | PLANS SPECIFY THE MINIMUM SOIL BEARING CAPACITY AS 1500 |
| | PSF. PLEASE CORRECT. |
| | |
| | 4) SUBMIT A DRAINAGE PLAN FOR THE LOT SHOWING |
| | COMPLIANCE WITH R401.3. |
| | 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. |
| | |
| | 5)ON SHEET A1.1 UNDER DESIGN CRITERIA SPECIFY THE |
| | 2004 FBC. THE EXPOSURE CATEGORY OF B IS INCORRECTLY |
| | SPECIFIED AS WIND CLASSIFICATION. PLEASE CORRECT. UNDER |
| | GENERAL REQUIREMENTS, THE SOIL BEARING CAPACITY IS |
| | SPECIFIED AS 2500 PSF. PLEASE CORRECT. |
| | |
| | 6)SHOW COMPLIANCE WITH R320.7 PROTECTION AGAINST |
| | TERMITES AND DECAY. CONDENSATE LINES AND ROOF |
| | DOWNSPOUTS SHALL DISCHARGE AT LEAST 1 FOOT AWAY FROM |
| | THE STRUCTURE SIDEWALL, WHETHER BY UNDERGROUND PIPING, |
| | TAIL EXTENSIONS OR SPLASH BLOCKS. GUTTERS WITH DOWN |
| | SPOUTS ARE REQUIRED ON ALL BUILDINGS WITH EAVES OF LESS |
| | THAN 6 INCHES HORIZONTAL PROJECTION EXCEPT FOR GABLE |
| | END RAKES OR ON A ROOF ABOVE ANOTHER ROOF. |
| | |
| | 7) SHOW THE SCUPPERS AND DOWNSPOUTS ON THE |
| | ELEVATIONS.R903.4 ROOF DRAINAGE. |
| | UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, ROOF |
| | DRAINS SHALL BE INSTALLED AT EACH LOW POINT OF THE |
| | ROOF. WHERE REQUIRED FOR ROOF DRAINAGE, SCUPPERS SHALL |
| | BE PLACED LEVEL WITH THE ROOF SURFACE IN A WALL OR |
| | PARAPET. THE SCUPPER SHALL BE LOCATED AS DETERMINED BY |
| | THE ROOF SLOPE AND CONTRIBUTING ROOF AREA. R903.4.1 |
| | WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT |
| | PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR |
| | PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4 |
| | INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND |
| | SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED |
| | VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET |
| | SCUPPERS . AN OVERFLOW SCUPPER SHALL BE SIZED IN |
| | ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING . |
| | |
| | 8)THE EAST ELEVATION ON A3.2INDICATES GARAGE AT THE |
| | PORTE-COCHERE. PLEASE CORRECT. |
| | |
| | 9)THE 7.6" DIMENSION ON STAIR SECTION 4/A5 IS THE |
| | RISER HEIGHT NOT THE TREAD DEPTH AS INDICATED. PLEASE |
| | CORRECT. |
| | |
| | 10) SECTION5/S8 SPECIFIES THE (F1) FOOTER WIDTH AS |
| | 2'-0". THE SCHEDULE ON S10 SPECIFIES 2'-4" FOR THIS |
| | FOOTER. PLEASE CLARIFY. |
| | |
| | 11) ON SHEETS S1, S2, AND S3 THERE ARE TAGS FOR |
| | SECTIONS ON S9A, HOWEVER, THERE IS NO SHEET S9A IN THE |
| | PLANS. PLEASE CORRECT. |
| | |
| | 12) ON SHEET A0.0 THE DRAWING LIST IS INCORRECT FOR THE |
| | STRUCTURAL SHEETS. PLEASE CORRECT. |
| | |
| | 13) SECTION 5/S5 SHOWS ONE 2 XLEDGER FOR L3 AND THE |
| | SCHEDULE ON S10 SPECIFIES TWO 2 X 12. PLEASE CLARIFY. |
| | |
| | 14) INDICATE HOW THE RAIN WATER WILL BE DRAINED FROM |
| | THE SECOND FLOOR TERRACES WHICH APPEAR TO HAVE WALLS ON |
| | THEIR PERIMETERS. |
| | |
| | 15) ON SECTION 4/S4 FIREBLOCKING IS REQUIRED BETWEEN |
| | THE FLOOR AND WALL CONCEALED SPACES. SEE R602.8. |
| | |
| | 16) ON SECTION 6/S8 THE FOOTER HEIGHT IS ILLEGIBLE. |
| | |
| | 17) THE CONNECTOR SCHEDULE ON S10 HAS NO ID NUMBERS TO |
| | CORRESPOND WITH THE NUMBERS ABOVE THE UPLIFTS ON THE |
| | ROOF FRAMING PLAN ON S3. PLEASE CLARIFY. |
| | |
| | 18) ON SHEET S15 UNDER DESIGN DATAITEM 10 GIVES THE |
| | DESIGN LIVE LOADS FOR RETAIL AND THIS PROJECT IS |
| | RESIDENTIAL. PLEASE CORRECT. |
| | |
| | 19)THE PRODUCT APPROVALS FOR THE PGT WINDOWS AND |
| | FRENCH DOORS ARE EXPIRED. PLEASE SUBMIT CURRECT PRODUCT |
| | APPROVAL WITH CURRENT FL COVERSHEETS. |
| | |
| | 20) SUBMIT PRODUCT APPROVALS FOR THE ARCH TOP DOORS AND |
| | SINGLE HUNG ARCH TOP WINDOWS. |
| | |
| | 21) SUBMIT PRODUCT APPROVALS FOR STRUCTURAL MULLIONS. |
| | |
| | 22) SUBMIT PRODUCT APPROVALS FOR TRUSS CONNECTORS, |
| | STRAPS, HANGERS AND OTHER STRUCTURAL ANCHORS. |
| | |
| | 23) ON THE PRODUCT APPROVAL FOR THE GAF MODIFIED ROOF |
| | SYSTEM, SPECIFY THE APPROVED SYSTEM THAT WILL BE |
| | INSTALLED. SPECIFY THE FASTENING OPTION AND MAXIMUM |
| | DESIGN PRESSURE THAT WILL BE USED. CIRCLE THE |
| | APPROPRIATE ITEMS ON THE NOA. IF ENHANCED FASTENING IS |
| | REQUIRED FOR THE PERIMETER AND CORNER AREAS,SUBMIT |
| | RAS 117 CALCULATIONS AS REQUIRED BY LIMITATION NUMBER |
| | 7. |
| | |
| | 24)SPECIFY WHICH ATTACHMENT METHOD WILL BE USED TO |
| | INSTALL THE CLAY ROOF TILES. CIRCLE THE APPROPRIATE |
| | ITEM ON THE NOA. |
| | |
| | 25) SUBMIT A KEY PLAN AND INSTALLATION SCHEDULE FOR THE |
| | STORM PANELS. INDICATE THE OPENINGS ON WHICH THEY WILL |
| | BE INSTALLED. SPECIFY THE FASTENER TYPE AND SPACING, |
| | THE CONNECTION TYPE,THE SPANS, THE PRESSURES, ETC. |
| | |
| | 26)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. |
| | |
| | NOTE: PLEASE REMOVE OLD SHEETS FROM THE PLANS AND |
| | INSERT THE NEW ONES. SUBMIT ONE SET OF THE OLD PLANS |
| | FOR REFERENCE TO HELP EXPEDITE REVIEWS. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
