| 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 |