| Date |
Text |
| 2002-09-08 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 02081322 |
| | ADD: *****LIBERTY ISLES***** |
| | ****MODEL "A"***** |
| | CONT: HOME DYNAMICS |
| | TEL: (954)275-8569 VICTOR GONZALEZ |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1)SHEET A-2 NOTE: MONOLITHIC CONCRETE |
| | FOUNDATION WITHOUT HOOKBARS DESIGN BY RA |
| | TIONAL ANAYLSIS, WHAT IS THE MINIMUM |
| | DOWEL EMBEDDMENT DEPTH WITH NO HOOK? |
| | GARAGE SECTION STEMWALL CONST. DO |
| | THE DOWELS REQUIRE EXTRA EMBEDMENT TO |
| | REACH THE FOUNDATION PORTION OF THE |
| | STEMWALL DESIGN? |
| | |
| | 2)2105.1 SHEARWALLS. WHERE THE STRUC- |
| | TURE DEPENDS UPON MASONARY WALLS FOR |
| | LATERAL STABILITY, SHEAR WALLS SHALL BE |
| | PROVIDED PARALLEL TO THE DIRECTION OF |
| | THE LATERAL FORCESRESISTED. |
| | 2105.1.2 IN EACH DIRECTION IN WHICH |
| | SHEAR WALLS ARE REQUIRED FOR LATERAL |
| | STABILITY, THE MINIMUM CUMULATIVE LENGTH |
| | OF SHEAR WALLS PROVIDED SHALL BE 0.4 |
| | TIMES THE LONG DIMENSION OF THE BUILD- |
| | ING. CUMULATIVE LENGTH OF SHEAR WALLS |
| | SHALL NOT INCLUDE OPENINGS. |
| | |
| | 3) DESIGN NOTES SHEET A-3 INDICATE 130 |
| | MPH, WE ARE LOCATED IN 140 WIND ZONE. |
| | ALSO WIND LOADS AS PER CHAP 16 NOT 6, |
| | AND ASCE 7-98. |
| | |
| | SHEET A-4 MEAN ROOF HEIGHT < 25' |
| | ROOF SHEATHING NAILING REQUIREMENTS |
| | PALM BEACH COUNTY AMENDMENTS!!!! |
| | TABLE 2306.1 |
| | ZONES 1 & 28D COMMON |
| | 6" EDGES & 6" INTERMEDIATES |
| | ZONE 3 8D COMMON |
| | 4" EDGES & 6" INTERMEDIATES |
| | |
| | 5) PROVIDE KEY PLAN FOR INSTALLATION |
| | SCHEDULE/ STORM SHUTTERS. |
| | JIM WITMER |
| | PLAN REVIEW |
| | (561) 659-8096 X 8412 |
