Date |
Text |
2003-07-07 00:00:00 | BUILDING DENIED |
| |
| 1) THE STRUCTURE IS LOCATED IN AN "AO" |
| FLOOD ZONE AN ELEVATION CERTIFICATE WILL |
| BE REQUIRED. |
| |
| 2) ONE HOUR FIRE RATED GLASS BLOCK IS |
| REQUIRED ON THE ZERO LOT LINE. PLEASE |
| REVISE ON PLAN AND SUBMIT MANUFACTURER'S |
| SPECIFICATIONS AND LISTING INFORMATION |
| FOR ONE HOUR FIRE RATED GLASS BLOCK. |
| |
| 3) THE DOUBLE FRONT DOOR DOES NOT COMPLY |
| WITH EGRESS REQUIREMENTS. EXIT DOOR MUST |
| BE OF THE SIDE SWINGING TYPE WITH A MIN. |
| CLEAR OPENING OF 32". SEE FBC TABLE 1004 |
| AND SECTIONS 1003.2.3.1 AND 1012.1. |
| |
| 4) AN EGRESS EASEMENT TO AND FROM THE |
| EMERGENCY ESCAPE AND RESCUE OPENING |
| THROUGH THE ADJOINING PROPERTY TO THE |
| PUBLIC WAY ON THE ZERO LOT LINE SIDE IS |
| REQUIRED AND SHALL BE RECORDED IN THE |
| COUNTY RECORDS. THIS EASEMENT SHALL BE A |
| MINIMUM OF 3 FEET WIDE AND NOTHING SHALL |
| BE PLACED WITHIN THE EASEMENT AREA WHICH |
| WOULD BLOCK ACCESS TO THE EASEMENT AND/ |
| OR IMPEDE EGRESS TO AND FROM THE ESCAPE |
| AND RESCUE OPENING. NO LANDSCAPING, |
| FENCES OR OTHER IMPEDIMENTS SHALL BE |
| INSTALLED IN THIS EASEMENT. |
| |
| 5) PLEASE REVISE DETAIL 1 ON A3.01, |
| WHICH SPECIFIES THE DRYWALL ON THE |
| CEILING ATTACHED WITH NAILS TO METAL |
| FURRING. IT ALSO STATES THAT ROOF |
| SHEATHING BE SECURED 4" O.C. AT LEDGES. |
| THIS SHOULD BE THIS BE EDGES. |
| |
| 6) PLEASE REVISE DETAIL 5 ON A3.01, OPEN |
| VALLEY LINING SHALL BE AT LEAST 11" WIDE |
| PER FBC 1507.4.9 OR MANUFACTURER'S |
| SPECIFICATIONS. |
| |
| 7) PLEASE REVISE DETAIL 4 ON S4, WHICH |
| SPECIFIES A 3/4" WEDGE ANCHOR INTO THE |
| TRUSS WERE A THROUGH BOLT SHOULD BE. |
| |
| 8) PLEASE REVISE THE ENERGY CALCULATION |
| FORM. THE CONDITIONED FLOOR AREA ON THE |
| FORM DOES NOT MATCH THE A/C AREA LISTED |
| ON THE PLANS. THE JURISDICTION # ON THE |
| FORM IS INCORRECT. THE NUMBER IS 604700 |
| FOR THE CITY OF WPB. |
| |
| 9) THE PRODUCT APPROVAL FOR THE |
| HORIZONTAL SLIDING WINDOW IS EXPIRED. |
| |
| 10) SUBMIT A KEY PLAN FOR THE STORM |
| PANELS. THE STORM PANEL SCHEDULE THAT |
| WAS SUBMITTED CONTAINS ERRORS. THE |
| MINIMUM PANEL LENGTH FOR DIRECT MOUNT AT |
| THE TOP AND BOTTOM IS 46" PER TABLE 5 ON |
| THE PRODUCT APPROVAL. CALK-IN ANCHORS |
| CAN NOT BE USED IN HOLLOW CONCRETE BLOCK |
| FOR C1 TYPE CONNECTIONS. SEE ANCHOR |
| SCHEDULE ON SHEET 8 OF PROD. APP. NOTE: |
| THE ANCHORS ARE REQUIRED TO BE IN 2500 |
| PSI CONCRETE AND NOT IN THE STUCCO OR |
| THE BLOCK. |
| |
| 11) THE ATRIUM DOOR (L),WHICH IS LISTED |
| ON THE DOOR SCHEDULE AS WOOD AND GLASS, |
| EXCEEDS THE MAXIMUM DESIGN PRESSURE OF |
| THE PRODUCT APPROVAL FOR THE METAL AND |
| GLASS DOOR THAT WAS SUBMITTED. |
| |
| ROBERT MCDOUGAL |
| BLDG. PLAN REVIEW |
| (561)805-6714 |