| Date |
Text |
| 2005-02-15 00:00:00 | BUILDING PLAN REVIEW |
| | *******DENIED******* |
| | ROBERT BROWN(561) 805 6716 |
| | E-MAIL: [email protected] |
| | |
| | BUTLER MANUFACTURING METAL BUILDING |
| | SHOP DRAWINGS SUBMITTED ON 2/2/05 AND |
| | RE-SUBMITTED ON 2/14/05. |
| | |
| | FBC = FLORIDA BUILDING CODE 2001 |
| | FBC*= FLORIDA BUILD'G CODE (CITY AMEND) |
| | F.S.= FLORIDA (STATE) STATUTE |
| | |
| | 1) FBC 1804.4FOOTING DESIGN.THE |
| | FOUNDATION REACTION TABLE FOR THE FRAME |
| | AT SIDEWALL GRIDS 2 & 4 (BUTLER DRAWING |
| | NO. D05-124126-01A) GIVES A MAXIMUM |
| | POSITIVE REACTION OF 46.2 KIPS FOR THE |
| | COLUMNS AT GRIDS A AND E.STRUCTURAL |
| | SHEET S-1 SPECIFIES A 4'-0" X 4'-0" PAD |
| | FOOTING AT EACH OF THESE FOUR COLUMN |
| | LOCATIONS.THE GROUND BEARING PRESSURE |
| | WILL EXCEED THE SOIL BEARING CAPACITY OF |
| | 2500 PSF, STATED ON SHEET A-1.AMEND |
| | THE PLANS OR SUBMIT CALCULATIONS TO |
| | DEMONSTRATE COMPLIANCE. |
| | |
| | 2) FBC 1804.4FOOTING DESIGN.SIMILAR |
| | TO THE ABOVE COMMENT, THE FOUNDATION |
| | REACTION TABLE FOR THE ENDWALL FRAME AT |
| | SIDEWALL GRID 6 (BUTLER DRAWING NO. |
| | D05-124126-01A) GIVES A MAXIMUM POSITIVE |
| | REACTION OF 11.6 KIPS FOR THE COLUMN AT |
| | GRID E.STRUCTURAL SHEET S-1 SPECIFIES |
| | A 2'-0" X 2'-0" PAD FOOTING FOR THIS |
| | COLUMN LOCATION.THE GROUND BEARING |
| | PRESSURE WILL EXCEED THE SOIL BEARING |
| | CAPACITY OF 2500 PSF, STATED ON SHEET |
| | A-1.AMEND THE PLANS OR SUBMIT |
| | CALCULATIONS TO DEMONSTRATE COMPLIANCE. |
| | |
| | **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| | |
| | END OF REVIEW COMMENTS |
| | THE CODE REFERENCES GIVE ADDITIONAL INFO |
| | TELEPHONE: (561) 805 6716ROBERT BROWN |
| | E-MAIL: [email protected] |
