| Date |
Text |
| 2001-12-14 00:00:00 | THIS BUILDING WILL BE A TWO STORY |
| | STRUCTURE INSIDE THE DESIGNATED FIRE |
| | DISTRICT AND IS REQUIRED BY SBC |
| | F102.2.5 TO BE 1 HOUR PROTECTED. |
| | (APPENDIX F) |
| | |
| | THE PARKING AREA IS A PARKING GARAGE |
| | AND BEING PROPOSED TO BE ZERO LOT LINE, |
| | IS REQUIRED BY SBC TABLE 600 TO HAVE 1 |
| | HOUR FIRE RATED WALLS WITH NO OPENINGS. |
| | |
| | |
| | GIVEN THE ABOVE REQUIREMENTS, THE GARAGE |
| | MUST COMPLY WITH SBC 411.4, MECHANICAL |
| | VENTILATION SYSTEMS. |
| | |
| | AT TIME OF PERMIT APPLICATION INCLUDE A |
| | LIFE SAFETY PLAN FOR THE EXISTING |
| | BUILDING SHOWING THE EXIT DISCHARGE, |
| | SBC 1010, FOR THE REAR EXITS, (EAST |
| | SIDE).SEE ALSO SBC 1001.1.3 AS IT |
| | APPEARS THAT THEY WILL DISCHARGE INTO |
| | THE GARAGE. |
| | |
| | AT TIME OF PERMIT APPLICATION SHOW HOW |
| | THE EXTERIOR GLAZED PORTIONS OF THE |
| | BUILDING WILL COMPLY WITH THE CITY'S |
| | HURRICANE MISSILE IMPACT REQUIREMENTS. |
| | SEE ATTACHED INFORMATION. |
| | |
| | BEFORE A PERMIT TO CONSTRUCT MAY BE |
| | ISSUED IMPACT FEES MUST BE PAID TO THE |
| | COUNTY FOR THE CITY, THE PERMIT PLANS |
| | STAMPED BY THAT OFFICE, AND A COPY OF |
| | THE PAID RECEIPT ATTACHED TO THE PERMIT |
| | APPLICATION.CALL 561-233-5025 FOR |
| | MORE INFORMATION. |
| | |
| | AT TIME OF PERMIT APPLICATION TEST |
| | REPORTS OR NOTICE OF ACCEPTANCE REPORTS |
| | MUST BE PROVIDED FOR THE WINDOWS, DOORS |
| | AND ROOF COVERINGS. |
| | |
| | SHEET A6.02 SHOWS THE EMERGENCY OVERFLOW |
| | SCUPPER LEVEL WITH THE ROOF.SEE SBC |
| | 1517.6.4. |
| | |
| | SHEET A7 SHOWS PLYWOOD ROOF SHEATHING |
| | PROPOSED.THE USE OF COMBUSTIBLE |
| | COMPONENTS WILL MAKE THIS A TYPE V |
| | BUILDING NOT A TYPE IV. SBC TABLE 600 |
| | REQUIRES A HIGHER HOURLY FIRE RATING |
| | FOREXTERIOR WALLS OF TYPE V |
| | CONSTRUCTIONTHAN TYPE IV. REVISE |
| | ACCORDINGLY PRIOR |
| | TO PERMIT APPLICATION. |
| | |
| | THE REQUIREMENTS OF SBC 1803.2 MUST BE |
| | COMPLIED WITH REGARDING FOUNDATION |
| | CONSTRUCTION. |
| | |
| | THE FIRE DOOR RATING FOR THE STAIR |
| | ENCLOSURES MUST COMPLY WITH SBC |
| | 705.1.3.4. |
| | |
| | SHOW THE DETAILS FOR THE EXTERIOR BRICK |
| | VENEER IN ACCORDANCE WITH SBC 1403.2. |
| | |
| | SHEET S-8 CITES ASCE 7-93 AS THE DESIGN |
| | STANDARD.SBC 1997 INVOKES ASCE 7-95. |
| | PLEASE REVISE AS NECESSARY AND |
| | DEMOMNSTRATE COMPLIANCE WITH SAME. SEE |
| | SBC 1606.1. |
| | |
| | THE PLANS DO NOT CLEARLY INDICATE THE |
| | DESIGN AND LOADINGS FOR THE VARIOUS |
| | HAND AND GUARD RAILS.SEE SBC 1007.5, |
| | 1015 AND 1608.2. |
| | |
| | THE STRUCTURAL PLANS DO NOT DECLARE THE |
| | PILING DESIGN LOADS. SEE SBC 1806. |
| | |
| | NOTE, THIS IS A PAID PLAN REVIEW AND NOT |
| | A PERMIT APPLICATION.AT THE PRESENT |
| | TIME IT IS LIKELY THAT THE NEW FORIDA |
| | BUILDING CODE WILL TAKE EFFECT MARCH 1, |
| | 2002. |
