| Date |
Text |
| 2002-08-23 00:00:00 | BUILDING PLAN REVIEW |
| | *******DENIED******* |
| | ROBERT BROWN(561) 659 8096 EXT 8499 |
| | |
| | FBC = FLORIDA BUILDING CODE 2001 |
| | FBC*= FLORIDA BUILD'G CODE (CITY AMEND) |
| | |
| | 1) STATE THE PROPOSED OCCUPANCY OF THE |
| | FIRST FLOOR ON THE PLANS. |
| | WHAT IS THE EXISTING OCCUPANCY OF THE |
| | SECOND FLOOR? |
| | |
| | 2) FBC* 1606.1.6DRAWING SHEET 4, 'WIND |
| | LOAD DESIGN CRITERIA'.THE BASIC WIND |
| | SPEED FOR THE CITY OF WEST PALM BEACH IS |
| | 140 MPH NOT 130 MPH.REVISE THE STATED |
| | DESIGN WIND PRESSURE ACCORDINGLY. |
| | |
| | 3) FBC 1606DRAWING SHEET 4, ORNAMENTAL |
| | METAL FASCIA ROOF.PROVIDE A CHECK |
| | CALCULATION FOR THE 1/4" BOLTS, THROUGH |
| | THE SUPPORT STRUTS, ACTING IN DOUBLE |
| | SHEAR WHEN SUBJECT TO THE UPLIFT |
| | COMPONENT OF THE WIND LOAD.NOTE THAT |
| | THE UPLIFT LOAD IS NOT SHARED EQUALLY, |
| | THE SUPPORT ADJACENT THE LOWER EDGE OF |
| | THE ROOF RECEIVES MORE LOAD DUE TO THE |
| | CANTILEVER ARRANGEMENT. |
| | |
| | 4) SUBMIT A PRODUCT APPROVAL FOR THE |
| | 'CORRUGATED ENAMELED METAL ROOF PANELS' |
| | |
| | 5) HORIZONTAL SLIDING WINDOW PRODUCT |
| | APPROVAL, NOA 02-0305.02.THE ANCHOR |
| | SPACING NOTES ON DRAWING SHEET 1 OF 3 |
| | ARE NOT CLEAR DUE TO COPY/FAX QUALITY. |
| | SUBMIT TWO LEGIBLE COPIES OF THE PRODUCT |
| | APPROVAL. |
| | |
| | **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| | |
| | END OF REVIEW COMMENTS |
| | THE CODE REFERENCES GIVE ADDITIONAL INFO |
| | IF YOU HAVE ANY QUESTIONS PLEASE CALL: |
| | ROBERT BROWN(561) 659 8096 EXT 8499 |
