Date |
Text |
2003-06-12 00:00:00 | BUILDING REVIEW CHECKLIST: |
| 1-PAY IMPACT FEES BRING BACK STAMPED |
| DRAWINGS AND PAID RECEIPT. |
| 2-NEED RECORDED NOTICE OF COMMENCEMENT. |
| 3-FOOTING PAD AT REAR PORCH COLUMN IS |
| ENCROACHING NEIGHBOR'S PROPERTY. |
| REVISE AS REQUIRED. |
| 4-AIR HANDLER UNIT: CLARIFY WHY IS THIS |
| UNIT ATTACHED TO THE SIDE WALL AND NOT |
| TO TOP OF TRUSSES AS TYPICALLY DONE. |
| IS THIS UNIT BUILT/REINFORCED ON THE |
| SIDE TO BE MOUNTED THIS WAY. AND, WHAT |
| ABOUT VIBRATION OF THE UNIT. SECTION |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| 5-PROVIDE DETAILS AND SPECIFICATIONS FOR |
| INSTALLATION OF CEILING AT FRONT AND |
| REAR PORCH. SPECIFY MATERIALS AND |
| FASTENER TYPE AND SPACING. SEE ASTM |
| C-926 AND ASTM C-1063. |
| 6-PROVIDE COMPLETE DETAIL FOR GABLE END. |
| SEE SEC. 2117 FBC 2001 FOR SPECIAL |
| WIND PROVISIONS FOR MASONRY. |
| 7-UPDATE TRUSS ANCHOR SCHEDULE AND ALL |
| DETAILS THAT ARE AFFECTED BY SECTION |
| 1609.4.3 FBC 2001, WHICH DOESN'T ALLOW |
| THE STREES INCREASE IN STEEL. SEE |
| CURRENT CONNECTOR CATALOGUES FOR |
| REVISED VALUES. |
| 8-REVISE DETAIL 1/4-8 FOR FOOTING AREA |
| AT GARAGE INTERIOR BEARING WALL. SHOW |
| FOOTING WITH 6" RECESS AND DIMENSIONS |
| SPECIFIED ON FOUNDATION PLAN.SEC. |
| 104.2.1.2 CITY AMENDMENTS TO FBC 2001. |
| 9-PROVIDE STRUCTURAL 2X BUCK DETAIL FOR |
| ENTRY DOORS AND FIXED WINDOWS AS REQ'D |
| ON THE PRODUCT APPROVALS. ALSO, SEE |
| SEC. 1707.4.4.2 FBC 2001 FOR SPECIFIC |
| BUCK INSTALLATION REQUIREMENTS. |
| 10-PROVIDE PRODUCT APPROVAL FOR: |
| A)FIXED WINDOW WITH SIZE AS SHOWN ABOVE |
| SLIDING GLASS DOORS AND ABOVE WINDOW |
| IN THE GREAT ROOM AREA. |
| B)WINDOW & DOOR MULLIONS. SEE PLANS. |
| C)GLASS BLOCK WITH LEGIBLE DRAWINGS. |
| D)UPDATED ROOF TILE. SBCCI REPORT THAT |
| WAS SUBMITTED WAS DELETED BY SBCCI. |
| E)COMPLETE REPORT FOR GARAGE DOORS. |
| F)UPDATED REPORT FOR ENTRY DOORS WITH |
| SIDELITE. REPORT TO HAVE DADE COUNTY |
| LOGO AT BOTTOM LEFT OF PAGE. ALSO, |
| NEED UPDATED LEGIBLE DRAWINGS WITH |
| RENEWAL STAMP BY DADE COUNTY. |
| |
| 11-STORM SHUTTERS: A)MEAN ROOF HEIGHT IS |
| +/-18'-0" REVISE AS REQUIRED. |
| B)SEE ENGINEERED DWGS FOR MAXIMUM AND |
| MINIMUM PANEL SPAN ALLOWED AND REVISE |
| INSTALLATION SCHEDULE AS REQUIRED. |
| C)SEE ENGINEERING DWGS FOR ANCHOR TYPE & |
| SPACING TO BE USED AND REVISE INSTALLA |
| TION SCHEDULE AS REQUIRED. |
| D)DWG 1 OF 1 OF ENGINEERED DWGS: REVISE |
| DESIGN PRESSURES ACCORDING TO THE MEAN |
| ROOF HEIGHT AND CLEARLY MARK ANCHOR |
| TYPE AND SPACING. |
| |
| 12-ENERGY CALCULATIONS BY EARTH SMART |
| AND ARCHITECT'S ENERGY CALCS DON'T |
| MATCH. REVISE AS REQUIRED. |
| 13-CONTRACTOR INSURANCE IS EXPIRED. |
| UPDATE AS REQUIRED. |
| 14-SHEET GN AND SHEET A-1: UPDATE CONC. |
| GENERAL NOTE. SEE SEC. 1901 FBC 2001 |
| AND COMMENTS ON DRAWINGS. |
| 15-SPECIFY SAFETY GLASS FOR GLASS BLOCK |
| AT TUB IF FACE THICKNESS IS LESS THAN |
| 0.25". SEC. 2405.2 FBC 2001. |
| 16-MEAN ROOF HEIGHT IS TAKEN FROM FINISH |
| GRADE, NOT FROM FINISH FLOOR. REVISE |
| ELEVATIONS AS REQUIRED. |
| 17-SHEET A-5A AND A-5B: |
| A)UPDATE DETAIL 1/A-5A. HUGHES IS OUT |
| OF BUSINESS. |
| B)CLARIFY CONSTRUCTION AT ENTRY TOWER. |
| IS THERE A LEDGER SUPPORTING TRUSSES |
| OR ARE TRUSSES RESTING ON THE WALL?. |
| DETAIL 3/A8 DOESN'T SHOW IT. |
| SEC. 104.2.1.2 CITY AMENDMENTS TO FBC. |
| C)THERE ARE SOME CONNECTORS MISSING. SEE |
| PLANS FOR COMMENTS. |
| D)REVISE ROOF NAILING DIAPHRAGM. ZONE |
| 3 TO BE INCLUDED. SEE FIGURE 1606.2(C) |
| |
| 18-OWES $104.10 FOR UPDATED VALUATION |
| AND RADON FEES. |