| Date |
Text |
| 2003-06-27 00:00:00 | BUILDING DENIED |
| | |
| | 1) SUBMIT SOIL BORING TEST REPORT AS |
| | REQUIRED BY CITY AMEND. TO FBC 1804.2.2. |
| | THE ONE SUBMITTED IS FOR THE WRONG |
| | PARCEL. |
| | |
| | 2) THE STRUCTURE IS LOCATED IN AN "AO" |
| | FLOOD ZONE AN ELEVATION CERTIFICATE |
| | WILL BE REQUIRED PRIOR TO C.O. |
| | |
| | 3) ONE HOUR FIRE RATED GLASS BLOCK IS |
| | REQUIRED AT THE ZERO LOT LINE. FBC |
| | TABLE600 REQUIRES ONE HOUR RATED WALL |
| | WITH NOOPENINGS WITHIN 3' OF PROPERTY |
| | LINE. GLASS BLOCK IS CONSIDER A WALL |
| | COMPONENT AND NOT AN OPENING IF IT HAS |
| | A MIN. ONE HOUR FIRE RATING. SUBMIT |
| | MANUFACTURER'S SPECIFICATIONS & LISTING |
| | INFORMATION FOR ONE HOUR RATED GLASS |
| | BLOCK. |
| | |
| | 4) FBC 1606.1.7 REQUIRES SPECIFIC DESIGN |
| | WINDLOAD INFORMATION ON THE PLANS. |
| | PLEASE INDICATE THE INTERNAL PRESSURE |
| | COEFFICENT ON S-3. |
| | |
| | 5) 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. |
| | |
| | 6) INDICATE THE LOCATIONS AND MATERIALS |
| | FOR THE DRAFTSTOPPING THAT IS REQUIRED |
| | AT THE FLOOR/CEILING ASSEMBLY. SEE FBC |
| | 2305.2.2. |
| | |
| | 7) DETAIL 2 ON S-5 AND SECTION D-D ON |
| | S-5 FOR THE GIRDER HANGER APPEAR TO BE |
| | IN ERROR. THE CEILING HEIGHT (BOTTOM OF |
| | GIRDER) IS 10' THE TOP OF THE BOND BEAM |
| | IS AT 10'-8". THE TOP ANCHOR HOLE IS AT |
| | 11',WHICH WILL BE ABOVE THE BOND BEAM. |
| | SHEET S-1 INDICATES FILLED CELLS BELOW |
| | THE BOND BEAM BUT NOT ABOVE IT. PLEASE |
| | CORRECT. |
| | |
| | 8) FBC 1609.4 NO LONGER ALLOWS THE ONE- |
| | THIRD INCREASE ON STEEL CALCULATIONS. |
| | PLEASE REVISE THE CONNECTOR SCHEDULE ON |
| | SHEET S-3. THE VALUES FOR THE SIMPSON |
| | H-16, HETAL20, META16, AND USP RT24T ARE |
| | INCORRECT. SEE THE 2003 USP AND 2002 |
| | SIMPSON HIGH-WIND RESISTANT CONSTRUCTION |
| | CATALOGS. |
| | |
| | 9)PROVIDE (2) CURRENT AND COMPLETE |
| | COPIES OF SBCCI OR METRO-DADE PRODUCT |
| | APPROVALS FOR: |
| | - THE FIXED GLASS TOMBSTONE (K) AND |
| | ROUND (N) WINDOWS. |
| | - HORIZONTAL SLIDING WINDOW (EXPIRED ON |
| | 3-17-03) |
| | - GARAGE DOOR (THE REQUIRED NEGATIVE |
| | PRESSURE LISTED ON THE PLANS EXCEEDS |
| | THE DESIGN PRESSURE ON THE PRODUCT |
| | APPROVAL) |
| | - THE DOUBLE FRONT DOOR (THE REQUIRED |
| | NEG. PRESSURE EXCEEDS THE PRODUCT |
| | DESIGN PRESSURE) |
| | |
| | 10) SUBMIT AN INSTALLATION SCHEDULE AND |
| | A KEY PLAN FOR THE STORM PANELS. SPECIFY |
| | THE CONNECTION TYPE. NOTE: HOLLOW |
| | CONCRETE BLOCK WITH POWERS CALK-IN |
| | ANCHORS ARE NOT ALLOWED FOR SOME |
| | CONNECTION TYPES. SEE SHEET 8 OF THE |
| | PRODUCT APPROVAL. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
