| Date |
Text |
| 2007-03-08 19:01:59 | DENIED BY BUILDING |
| | |
| | 2004 FLORIDA BUILDING CODE |
| | 4 STORY OFFICE BUILDING (SHELL) |
| | TYPE II-B (SPRINKLERED) |
| | BUSINESS OCCUPANCY |
| | FLOOD ZONE A9 BFE 13' (+6" CITY REQ) |
| | REQUIRED SOIL BEARING CAPACITY 2500 AND |
| | 8000 PSF |
| | |
| | NOTE: STRUCTURE IS LOCATED IN AN A9 FLOOD |
| | ZONE. AN ELEVATION CERTIFICATE WILL BE |
| | REQUIRED. |
| | |
| | 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT |
| | MUST BE SUBMITTED BEFORE A |
| | PERMIT CAN BE ISSUED. WORK MUST COMMENCE WITHIN 90 DAYS |
| | OF RECORDING DATE. THE ONE SUBMITTED WILL NEED TO BE |
| | RE-RECORDED. |
| | |
| | 2)A PAID IN FULL RECEIPT IS REQUIRED BEFORE PERMIT |
| | CAN BE ISSUED. |
| | |
| | 3) THE MAXIMUM DESIGN PRESSURE FROM THE MODIFIED |
| | ROOFING PRODUCT APPROVAL IS TOO LOW BASED ON THE ROOF |
| | PRESSURES ON PAGE S12 OF PLANS. THE PRODUCT APPROVAL |
| | ALLOWS FOR INCREASED PRESSURES THROUGH ENHANCED |
| | FASTENING (SEE LIMITATION #7 ON NOA) WITH SIGNED AND |
| | SEALED RAS 117 CALCULATIONS.PLEASE SUBMIT THE SIGNED |
| | AND SEALED RAS 117 CALCULATIONS. |
| | PER YOUR RESPONSE THIS WILL BE A PROVISO ITEM, UNTIL |
| | AFTER A PULL TEST IS COMPLETED ON THE LIGHT WEIGHT ROOF |
| | INSULATION. |
| | |
| | 4)FBC 1406.2.2REQUIRES ARCHITECTURAL TRIM THAT |
| | EXCEEDS 40 FEET (12 192 MM) IN HEIGHT ABOVE GRADE PLANE |
| | SHALL BE CONSTRUCTED OF APPROVED NONCOMBUSTIBLE |
| | MATERIALS AND SHALL BE SECURED TO THE WALL WITH METAL |
| | OR OTHER APPROVED NONCOMBUSTIBLE BRACKETS. FOAM BANDING |
| | AT PARAPET AND MEDALLIONS AS SHOWN ON A3.1.1 ARE |
| | NON-COMPLIANT. DETAIL 19 ON 5.1.1 IS LABELED TYPICAL |
| | FOAM BANDING. |
| | |
| | 5) ONE OF THE PLANS IS MISSING SHEETS A9.1.2 AND |
| | A3.2.1. |
| | |
| | 6) THE DOOR SCHEDULE SPECIFIES A 20 MINUTE FIRE RATED |
| | DOOR AT THE ROOF FOR DOOR # 525. THIS IS A 2 HOUR RATED |
| | STAIR SHAFT. A 90 MINUTE RATED DOOR IS REQUIRED. |
| | |
| | 7) SHEET A2.1.2IS TITLED SECOND-FOURTH FLOOR PLANS. |
| | THE DRAWING INDEX SPECIFIES SECOND -THIRD FLOOR FOR |
| | A2.1.2. THE DOOR SCHEDULE ON A8.1.1 LISTS DOORS FOR THE |
| | FORTH FLOOR. PLEASE CLARIFY. |
| | |
| | 8) THE PRODUCT APPROVAL FROM YKK AP AMERICA, INC. FOR |
| | THE YHS-50 STOREFRONT (NOA 02-0215.17 HAS MULLION |
| | CAPACITY PRESSURES TOO LOW FOR WINDOWS A & E (+45.5 / |
| | -45.6 PSF)AND WINDOWS B AND F (+65 / - 65 PSF). SEE |
| | REQUIRED PRESSURES ON SHEET S12. |
| | |
| | 9) THE PRODUCT APPROVAL FROM MILLER GLASS AND GLAZING |
| | FOR THE STOREFRONTS HAS PRESSURES THAT ARE TOO LOW FOR |
| | SOME OF THE PRESSURE ZONES SPECIFIED ON THE PLANS. |
| | THERE ARE TWO DRAWINGS FOR LARGE MISSILE IMPACT, ONE |
| | WITH MAXIMUM FRAME HEIGHT OF 86-1/2"WITH A HORIZONTAL |
| | MULLION (+58 /-65 PSF)AND ONE WITH MAXIMUM FRAME |
| | HEIGHT OF 108" WITH HORIZONTAL MULLION ( + 60 / - 65). |
| | THE FRAME HEIGHT FOR WINDOWS A AND E IS 116". THE OTHER |
| | DRAWING IS FOR SMALL MISSILE IMPACT WITH MAXIMUM FRAME |
| | HEIGHT OF 86-1/2" FRAME HEIGHT (+60 / -67). |
| | |
| | 10) THE SECTION OF EXTERIOR WALL ON THE EAST ELEVATION |
| | THAT IS LESS THAN 10 FEET FROM THE CONDO PROPERTY LINE |
| | (FIRE SEPARATION DISTANCE) IS REQUIRED BY FBC TABLE 602 |
| | TO HAVE A ONE HOUR FIRE RATING FOR TYPE II-B |
| | CONSTRUCTION. IN ADDITION, FBC TABLE 704.8 LIMITS THE |
| | ALLOWABLE AREA OF UNPROTECTED OPENINGS TO 10% OF THE |
| | WALL AREA. PER YOUR COMMENTS, FBC 704.8.1 DOES ALLOW |
| | UNPROTECTED WALL OPENINGS OF 25% OF THE WALL AREA |
| | BECAUSE THE BUILDING IS FULLY SPRINKLERED IN ACCORDANCE |
| | WITH FBC 903.3.1.1.HOWEVER, YOUR CALCULATIONS OF WALL |
| | AREA APPEAR TO HAVE INCLUDED THE AREA OF THE PARAPET |
| | WALL, WHICH SHOULD NOT BE INCLUDED. SEE FBC CHAPTER 2 |
| | FOR DEFINITIONS OF STORY. THAT PORTION OF A BUILDING |
| | INCLUDED BETWEEN THE UPPER SURFACE OF A FLOOR AND THE |
| | UPPER SURFACE OF THE FLOOR OR ROOF NEXT ABOVE (ALSO SEE |
| | "BASEMENT," "MEZZANINE" AND SECTION 502.1 ). IT IS |
| | MEASURED AS THE VERTICAL DISTANCE FROM TOP TO TOP OF |
| | TWO SUCCESSIVE TIERS OF BEAMS OR FINISHED FLOOR |
| | SURFACES AND, FOR THE TOPMOST STORY, FROM THE TOP OF |
| | THE FLOOR FINISH TO THE TOP OF THE CEILING JOISTS OR, |
| | WHERE THERE IS NOT A CEILING, TO THE TOP OF THE ROOF |
| | RAFTERS. 52' X 60' 5-1/2" = 3,143.92 SQFT X 25% = |
| | 785.98 SQFT OF OPENINGS ALLOWED. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
