| Date |
Text |
| 2003-01-31 00:00:00 | THERE IS NO HANDICAP PARKING SPACE |
| | SHOWN IN THE GARAGE AS REQUIRED BY FBC |
| | 11-4.1.2 (5) |
| | |
| | THE AREA OF THE OPENINGS ON THE EAST |
| | SIDE EXCEEDS THE 10% PERMITTED BY FBC |
| | TABLE 600 FOR EXTERIOR BEARING WALLS 3' |
| | - 10'FROM A PROPERTY LINE.THE BOARD |
| | OF APPEALS VARIANCE WAS FOR |
| | "PROTECTION" OF THE OPENINGS NOT THE |
| | AREA.PLEASE REVISE AS NECESSARY. |
| | |
| | THE STAIR SHAFT DOORS ARE REQUIRED TO BE |
| | 1 HR RATED DOORS AS PROVIDED FOR IN |
| | FBC TABLE 705.1.2. |
| | |
| | SHEET A6 CALLS OUT VARIOUS PRECAST STONE |
| | AND CONCRETE ARCHITECTURAL DETAILS. |
| | SHOW A SPECIFIC ATTACHMENT DETAIL.SEE |
| | FBC 104.2. |
| | |
| | SHEET S6 REFERENCES THE STANDARD |
| | BUILDING CODE AND SECTION 1205.2 FOR |
| | "LOW RISE BUILDINGS"THE STATE OF |
| | FLORIDA IS UNDER THE 2001 FLORIDA |
| | BUILDING CODE AND THE STANDARD BUILDING |
| | CODE LAST HAD STRUCTURAL INFORMATION IN |
| | CHAPTER 12 IN 1991. |
| | WHAT IS THIS ARCHITECT USING FOR DESIGN? |
| | |
| | THE STRUCTURAL SHEETS CALL OUT 7500 PSF |
| | SOIL AND 2500 PSF IS DECLARED ON S6 |
| | UNDER FOUNDATION DESIGN. CLEARLY DEFINE |
| | THE EXTENT OF THE DIFFERENT BEARING |
| | VALUES. |
| | |
| | SHEETS S3 & S4.DEFINE THE TRANSITION |
| | OF BEAM TYPES 7 TO 8 AND 8-10-9 AS |
| | SHOWN ON THE PLANS FOR THE VARYING |
| | DEPTHS OF 24" 13" AND 29" AND DIFFERENT |
| | STEEL SIZE.CLARIFY THE DESIGN DEPTH |
| | OF MARKS 6, 10 AND 14. |
| | |
| | HOW WILL THE MINIMUM 3" SPANCRETE |
| | BEARING BE MAINTAINED ON THE |
| | LONGITUDINAL INTERIOR BEARING WALL WITH |
| | BEAMS SHOWN AS 6, 10 AND 14? REFERENCE |
| | SECTION 2/S8 OF THE PLANS. |
| | |
| | DETAIL 6/S9 AND 7/S9.CLARIFY HOW THE |
| | 2'LONG #4 BAR WILL BE GROUTED INTO THE |
| | SPANCRETE SLAB JOINT. |
| | |
| | SHEET S8.WHAT EXACTLY COMPRISES AN |
| | "APPLIED WATERPROOFING AGENT" ?SEE |
| | FBC 2111.1.9 AS AMENDED BY THE CITY. |
| | |
| | IS THE ARCHITECT YECKE THE STRUCTURAL |
| | ENGINEER OF RECORD?WHERE ARE THE |
| | PREVIOUSLY REQUESTED CALCULATIONS? |
| | |
| | THE CALCULATIONS PREPARED BY GINSBURG |
| | ENGINEERING, LLC INDICATE A HIPPED ROOF |
| | BUILDING.THE MASONRY INVESTIGATION |
| | USED ASCE 7-93.(THE FBC INVOKES ASCE |
| | 7-98) |
