| Date |
Text |
| 2001-01-08 00:00:00 | BUILDING REVIEW 12/15/2000 J. WITMER |
| | |
| | 1).503.3 GENERAL AREA MODIFICATION IN- |
| | CREASES TYPE 5 UNSPRINKLERED BLDG. |
| | ALLOWABLE AREA 8000 S.F. TOTAL FOOTAGE |
| | EXISTING STRUCTURE 5060 SQ.FT. ADDITION |
| | ANOTHER 598 S.F. TOTAL 5658 SQ. FT. |
| | ALLOWABLE AREA INCREASES NOT REQUIRED. |
| | |
| | 2). 104.2.2 ADMINISTRATIVE CODE: |
| | A).PLEASE PROVIDE ADD INFORMATION, PAGE |
| | 5 SHOWS A CROSS SECTION OF A 2ND |
| | STORY ADDITION. NO INFORMATION IS |
| | GIVEN ON THE 1ST FLOOR EXTERIOIR |
| | WALLS AND FOUNDATION FOR THE AREA |
| | WHERE THE ADDITION IS TO TAKE PLACE. |
| | B) TYPE 5 BUILDING, IS THIS BUILDING |
| | FIRE SPRINKLERED FULY OR PARTIALLY? |
| | C).DISCREPANCIES: SHEET 1 SHOWS THE 2ND |
| | FL. AS CLASSROOMS VS SHEET 4 AS |
| | MEETING ROOMS? CLASSROOMS AGE OF |
| | OCCUPANT? |
| | 3). TABLE 500: A-2 SMALL ASSEMBLY |
| | TABLE 500 FOR A UNSPRINKLERED BUILD- |
| | ING ALLOWS FOR A TYPE 5 BUILDING 2 |
| | STORIES. WOOD FRAME CAN ONLY BE A |
| | SINGLE STORY IF FRAME AND 5000 SF. |
| | 4). 1001.1.3 (NORTH STAIRWAY) MEANS OF |
| | EGRESS SHALL NOT BE PERMITTED |
| | THROUGH KITCHENS, CLOSETS, RESTROOMS |
| | & SIMILAR AREAS NOR THROUGH ADJACENT |
| | TENANT SPACES. |
| | 5). 1606.4/ 1707.4 MISSLE IMPACT RESIS- |
| | TANCE GLAZING. |
| | A).1606.4 GLAZING UNITS TO HAVE LARGE |
| | MISSLE IMPACT TESTING OR HAVE SHUT- |
| | TERS THAT HAVE BEEN TESTED & APPROVE |
| | B).1707.4 WINDOWS NEED TO BE TESTED 10 |
| | SECONDS TO 11/2 THEIR DESIGN PRES. |
| | 6).1606.2.6.2 COMPONENETS & CLADDING |
| | ROOFING SYSTEMS ARE TO BE TESTED FOR |
| | 110 MPH WIND ZONE. A SBCCI REPORT OR |
| | DADE COUNTY REPORT ARE REQUIRED. |
| | 7).ADM.CODE 104.2.2 ADDITIONAL INFO. |
| | REQUIRED, THE EAST WALL OF THE PASTORS |
| | OFFICE WILL REQUIRE SUPPORT (CBS CON). |
| | 8).2405.2.1.2 GLAZING IN HAZARDOUS LOCA- |
| | TIONS, SHOWER ENCLOSURES. |
| | 9).2309.6 ATTIC ACCESS REQUIRED, 22 X 36 |
| | WHEN MECHANICAL EQUIPMENT INSTALLED IN |
| | THE ATTIC, IT SHALL BE IN ACCORDANCE |
| | WITH 304.4 OF THE MECHANICAL CODE. |
| | 10).HURRICANE ANCHOR SCHEDULE FOR TRUSS |
| | SHOWING THE NATURE, LOCATION DIRECTION |
| | & MAGNITUDE OF LOADS TO BE RESISTED. |
| | 11).ASCERTAIN SPECIFIC WINDOW AND DOOR |
| | BUCK CONNECTIONS FOR WIND RESISTANCE. |
