Date |
Text |
2002-04-02 00:00:00 | BUILDING PLAN REVIEW |
| PERMIT # 01121731-REVISION |
| 6211 EATON STREET |
| CONTINENTAL HOMES |
| (954)428-4854 ROBIN |
| |
| SBC=1997 STANDARD BUILDING CODE |
| |
| 1- THE CONVERSION FROM GARAGE TO SALES |
| OFFICE SHALL REQUIRE ADDITIONAL |
| PRODUCT APPROVAL FOR THE DOUBLE FRENCH |
| DOORS. SINCE THEY ARE GLAZED OPENINGS |
| INDICATE ALSO THE HURRICANE PROTECTION |
| REQUIRED FORTHESE OPENINGS. |
| 2)- THE GARAGE ENETRY SHOWS A 6" DROP, |
| IF THIS WAS TO BE A GARAGE WOULDN'T IT |
| BE A 11/2" DEPRESSION FOR THE GARAGE |
| DOOR? THERE MAY BE A CHANGE OF GRADE NOT |
| GREATER THAN 1/2" FL HANDICAPPED CODE |
| 4.3.8. THIS CONDITION ALSOSHALL EXIST |
| AT THE FRONT DOOR. REMEMBER RAMPS ARE TO |
| LANDINGS AT TOP AND BOTTOM OF RAMP. |
| RAMPS GREATER THAN 6" REQUIRES HANDRAILS |
| 4.8.5. |
| 3)- 4.5.1 GROUND AND FLOOR SURFACES |
| ALONG ACCESSIBLE ROUTES AND IN ACCESS- |
| IBLE ROOMS INCLUDING FLOORS, WALKS, AND |
| RAMPS, SHALL BE STABLE, FIRM, SLIP |
| RESISANT, ADDAAG A-5 A STATIC COEFFIC- |
| IENT OF FRICTION OF 0.6 FOR ACCESSIBLE |
| ROUTES AND 0.8 FORRAMPS. |
| 4)- THE POWDER ROOM, INSWING DOOR ACCESS |
| CODE 4.22.2 ALL DOORS TO ACCESSIBLE |
| TOILET ROOMS SHALL NOT SWING INTO THE |
| CLEAR FLOOR SPACE REQUIRED FOR ANY |
| FIXTURE. |
| 5)- STRUCTURAL STRENGTH 4.26.3.(1) |
| BENDING STRESS IN A GRAB BAR INDUCED BY |
| THE BENDING MOMENT FROM THE APPLICATION |
| OF 250 LBF. |
| BUILDING PLAN REVIEW |
| JIM WITMER |
| (651)659-8096 X8412 |