| Date |
Text |
| 2002-09-07 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02080925 |
| | ADD:*****LIBERTY BAY***** |
| | ****MODEL"E"**** |
| | CONT: HOME DYNAMICS CONSTRUCTION |
| | TEL: (954)275-8569 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) SHEET A-2, NOTE: MONOLITHIC CONCRETE |
| | FOUNDATION WITHOUT HOOKBAR DESIGN BY |
| | RATIONAL ANALYSIS, WHAT IS THE MINIMUM |
| | LENGHT DOWEL ALLOWABLE, EMBEDDMENT DEPTH |
| | |
| | 2) SHEAR WALLS WHERE THE STRUCTURE |
| | DEPENDS ON MASONARY WALLS FOR LATERAL |
| | STABILITY, SHEAR WALLS SHALL BE PROVIDED |
| | INDICATE COMPLIANCE, TRANSITION FROM |
| | 2ND STORY FRAME WALLS, WIND 90 DEGREES |
| | TO THE FRONT OF THE STRUCTURE, FRONT |
| | ENTRY AREA? INDICATE HOW FLOOR ACTS AS |
| | A DIAPHRAM, TO TIE IN 1ST TO 2ND FLOOR |
| | FRAMING? TABLE 2310.2B |
| | |
| | 3) SHEET A-3 INDICATES 130 MPH, WE ARE |
| | LOCATED IN A 140 MPH WIND ZONE. ALSO |
| | DESIGN LOADS, WIND LOADS AS PER CHAP 16 |
| | NOT 6, AND ASCE 7-98. |
| | |
| | 4) SHEET A-4 MEAN ROOF HEIGHT < 25' |
| | ROOF SHEATHING NAILING REQUIREMENTS |
| | ZONES 1 & 28D COMMONS |
| | 6" EDGES & 6" INTERMEDIATES |
| | ZONE 38D COMMONS |
| | 4"EDGES & 6" INTERMEDIATES |
| | |
| | 5) PROVIDE KEY PLAN FOR INSTALLATION |
| | SCHEDULE/ STORM SHUTTERS |
| | |
| | 6)1007.8.1 WINDERS SHALL HAVE A |
| | MINIMUM TREAD DEPTH OF 6" AT THE NARROW- |
| | EST EDGE & SHALL HAVE A MINIMUM TREAD |
| | DEPTH OF 11" AT A POINT 12" FROM THE |
| | NARROW EDGE. WINDERS SHALL BE PERMITTED |
| | TO BE USED AS A COMPONENT IN MEANS OF |
| | EGRESS WITHIN A DWELLING UNIT. |
| | |
| | JIM WITMER |
| | PLAN REVIEW |
| | (561)659-8096 X 8412 |
