| Date |
Text |
| 2003-05-15 00:00:00 | BUILDING DENIED |
| | |
| | 1) 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. |
| | |
| | 2) A RECORDED COPY OF THE NOTICE OF |
| | COMMENCEMENT MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. |
| | |
| | 3) SUBMIT A SOIL BORING TEST REPORT AS |
| | REQUIRED BY CITY AMEND. TO FBC 1804.2.2. |
| | |
| | 4) THE PRIVACY WALL FOOTING AT THE ZERO |
| | LOT LINE ENCROACHES ON THE ADJACENT |
| | PROPERTY. |
| | |
| | 5) THE FOUNDATION PLAN AND FLOOR PLAN |
| | SHEETS ARE NOT NUMBERED. |
| | |
| | 6) THE FLOOR PLAN REFERENCES DETAIL 2 ON |
| | A3 FOR THE WOOD FRAME BEARING WALL. THE |
| | CORRECT DETAIL IS 3 ON A3. |
| | |
| | 7) DETAIL 3 ON A3 REFRENCES THE SFBC. |
| | THE CURRENT CODE IS 2001 FBC. |
| | |
| | 8) DETAIL 1 ON A3 SPECIFIES R-11 |
| | INSULATION IN THE ATTIC. THE ENERGY |
| | CALCULATIONS REQUIRE R-19. |
| | |
| | 9) SPECIFY ON THE PLANS THAT THE BALCONY |
| | GUARDRAILS ARE REQUIRED TO HAVE |
| | INTERMEDIATE RAILS THAT SPACED TO REJECT |
| | A 4"SPHERE AND A BOTTOM RAIL THAT WILL |
| | REJECT A 2"SPHERE. SUBMIT SHOP DRAWINGS. |
| | FBC 1015.3 |
| | |
| | 10) FIREBLOCKING IS REQUIRED AT THE |
| | CONCEALED SPACES BETWEEN STAIR STRINGERS |
| | AT THE TOP AND BOTTOM OF THE RUN PER |
| | FBC 2305.1.4. |
| | |
| | 11) THE STUCCO ON METAL LATH AT THE |
| | EXTERIOR WALL SECTION ON A6 IS REQUIRED |
| | TO BE 7/8" THICK PER ASTM C 926. |
| | |
| | 12) SPECIFY ON THE PLANS THAT ADEQUATE |
| | SUBSTRATE WILL BE PROVIDED AT GLAZED |
| | OPENINGS IN THE WOOD FRAME WALLS FOR THE |
| | ATTACHMENT OF STORM PANELS. |
| | |
| | 13) DETAIL 12 ON A7 SPECIFIED ON SHEET |
| | A9 IS NOT THE CORRECT DETAIL FOR THE |
| | GIRDER TO WOOD BEARING WALL CONNECTION. |
| | |
| | 14) THERE IS NO DETAIL 12 ON A8 AS |
| | SPECIFIED ON SHEET A9AT THE COVERED |
| | BALCONY. |
| | |
| | 15) THE TRUSS CONNECTORS IN THE SCHEDULE |
| | ON A9, ARE ALL DESIGNED TO BE EMBEDDED |
| | IN CONCRETE. THESE ARE INCORRECTLY |
| | SPECIFIED AT THE WOOD FRAME WALLS AND |
| | WOOD GIRDERS AT THE BALCONY. |
| | |
| | 16)THE CONNECTOR SCHEDULE ON A9 CONTAINS |
| | INCORRECT INFORMATION. THE MANUFACTURER |
| | DOES NOT ALLOW AN INCREASE IN THE LOAD |
| | VALUES BY ADDING MORE NAILS THAN |
| | SPECIFIED IN THE CATALOG. YOU ARE |
| | ALLOWED TO SPECIFY LESS NAILS AND REDUCE |
| | THE LOADS BASED ON SHEAR VALUES OF THE |
| | NAILS. THE VALUES LISTED IN THE SCHEDULE |
| | INCLUDE THE ONE THIRD INCREASE ON STEEL |
| | ALLOWABLE STRESS DESIGN VALUES WHICH IS |
| | NO LONGER ALLOWED BY FBC 1609.4.3. SEE |
| | 2003 USP CATALOG. |
| | |
| | 17) THE STORM PANEL INFORMATION IS |
| | INCORRECT. THE WRONG ANCHOR TYPE IS |
| | LISTED IN THE SCHEDULE FOR OPENINGS #12, |
| | 13,14,15,18 AND 19, WHICH ARE IN WOOD |
| | FRAME WALLS. THE OPENINGS SIZES LISTED |
| | ARE INCORRECT FOR OPENINGS #14,18 & 19. |
| | THE ALLOWABLE PANEL SPANS ARE EXCEEDED |
| | AT SEVERAL OPENINGS BASED ON THE SPAN |
| | TABLES IN THE PRODUCT APPROVAL DRAWINGS. |
| | PLEASE CORRECT. |
| | |
| | 18) SEE HANDWRITTEN NOTATIONS ON THE |
| | REVIEWED PLAN. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)659-8096 EXT.8202 |
