| Date |
Text |
| 2007-03-20 08:59:30 | DENIED BY BUILDING |
| | |
| | 1) THE NOC HAS EXPIRED BECAUSE WORK WAS NOT STARTED |
| | WITHIN 90 DAYS OF IT BEING RECORDED. THE NOC WILL HAVE |
| | TO BE RE-RECORDED. |
| | |
| | 2) SUBMIT A COPY OF THE PAID RECEIPT FOR THE IMPACT |
| | FEES. NOTE: BE SURE TO RESUBMIT THE OLD PLAN SHEETS |
| | THAT HAVE THE COUNTY IMPACT FEE STAMPS ON THEM WHEN |
| | THOSE SHEETS ARE REVISED. |
| | |
| | 3) SUBMIT A SIGNED AND SEALED SUBSURFACE SOIL REPORT |
| | FROM A FLORIDA LICENSED SOILS ENGINEER. SEE ITEM 3 OF |
| | 1ST REVIEW. |
| | |
| | 4) SPECIFY THE TRUSS BOTTOM CORD LIVE LOAD ON SHEET A1. |
| | SEE FBC TABLE 1607.1. |
| | |
| | 5) ON SHEET A1 THE ROOF LIVE LOAD IS SPECIFIED AS 30 |
| | PSF IN ONE PLACE AND 10 PSF IN ANOTHER. PLEASE |
| | CORRECT. |
| | |
| | 6) ON SHEET A1 THE ROOF DEAD LOAD IS SPECIFIED AS 15 |
| | PSF IN ONE PLACE AND 20 PSF IN ANOTHER. PLEASE |
| | CORRECT. |
| | |
| | 7) ON SHEET A1 THE ROOF SLOPE SHOULD READ GREATER THAN |
| | 10 DEGREES AND LESS THAN 30 DEGREES. PLEASE CORRECT. |
| | |
| | 8) ON SHEET A1 THE CODE SECTIONS SPECIFIED FOR THE |
| | EMERGENCY EGRESS WINDOWS ARE INCORRECT. THEY HAVE BEEN |
| | CHANGED IN THE 2004 FBC. PLEASE CORRECT. |
| | |
| | 9) THE WORD WIDTH HAS BEEN OMITTED FOR THE 20" |
| | DIMENSION REQUIREMENT FOR EGRESS OPENINGS. |
| | |
| | 10) ON A1 THE EGRESS NOTES INCORRECTLY SPECIFY THE |
| | MINIMUM TOTAL GLASS AREA. THIS SHOULD BE TOTAL NET |
| | CLEAR OPENING AREA. PLEASE CORRECT. |
| | |
| | 11)ON A1 THE FLOOR LIVE LOADS ARE INCORRECTLY |
| | SPECIFIED AS 10 PSF. THE CORRECT FLOOR LIVE LOADS ARE |
| | 30 PSF FOR SLEEPING ROOMS AND 40 PSF FOR OTHER AREAS. |
| | |
| | 12) PROVIDE A DETAIL OF THE ALUMINUM COLUMN CAP ON THE |
| | THE ALUMINUM COLUMN AT THE ENTRY PORCH. SPECIFY |
| | THICKNESS, WELDS, DIMENSIONS , UPLIFT CAPACITY, ETC. |
| | SEE ITEM #11 FROM FIRST REVIEW. |
| | |
| | 13) SPECIFY THE REQUIRED DEPTH OF EMBEDMENT INTO THE |
| | CONCRETE FOOTING FOR THE ALUMINUM COLUMN ON SHEET A2. |
| | |
| | 14) A STEEL COLUMN FOOTING DETAIL IS SHOWN ON SHEET A1. |
| | PLEASE CLARIFY WHERE THIS STEEL COLUMN WILL BE |
| | INSTALLED. |
| | |
| | 15) THE TRUSS DRAWINGS REFERENCE THE 2001 FBC. PLEASE |
| | CORRECT TO REFERENCE THE 2004 FBC. |
| | |
| | 16) THE DESIGNER OF RECORD FOR THE PROJECT IS REQUIRED |
| | TO REVIEW AND APPROVE THE TRUSS LAYOUT AND DRAWINGS IN |
| | WRITING. |
| | |
| | 17) SPECIFY THE CONNECTORS THAT WILL BE USED TO ANCHOR |
| | THE 2 X 12BEAM AT THE ENTRY TO THE STRUCTURE. |
| | |
| | 18) THE UPLIFT FOR THE SIMPSON MTSM 20 CONNECTORS IS |
| | SPECIFIED AS 1490. THE SIMPSON CATALOG SPECIFIES 1175. |
| | PLEASE CORRECT. |
| | |
| | 19) SUBMIT PRODUCT APPROVALS FOR THE EXTERIOR OUTSWING |
| | FRENCH DOOR. |
| | |
| | 20) SUBMIT PRODUCT APPROVALS FOR STORM PANELS IF |
| | GLAZING IS NOT IMPACT RESISTANT. |
| | |
| | 21) INDICATE WHICH ONE OF THE APPROVED ASSEMBLIES FROM |
| | THE TAMKO MODIFIED ROOF SYSTEM NOA WILL BE INSTALLED. |
| | SPECIFY THE FASTENING OPTION AND DESIGN PRESSURE THAT |
| | WILL BE USED TO INSTALL THE ASSEMBLY. CIRCLE THE |
| | APPROPRIATE ITEMS ON THE NOA. IF ENHANCED FASTENER |
| | SPACING IS REQUIRED TO INCREASE THE UPLIFT PRESSURES IN |
| | ROOF ZONES 2 AND 3, SUBMIT RAS 117 CALCULATIONS AS |
| | REQUIRED BY GENERAL LIMITATION #7 ON PAGE 19 OF THE |
| | NOA. |
| | |
| | NOTE: SEE RED MARKS AND NOTATIONS ONTHE PLAN. |
| | |
| | ROBERT MCDOUGAL |
| | BLDG. PLAN REVIEW |
| | (561)805-6714 |
| | |
| | |
