| Date |
Text |
| 2002-09-07 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT: 02080924 |
| | ADD:******LIBERTY BAY***** |
| | ****MODEL "D"**** |
| | CONT: HOME DYNAMICS CONSTRUCTION |
| | TEL: (954)275-8569 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) SHEET A-2 NOTE: MONOLITHIC CONCRETE |
| | FOUNDATION WITHOUT HOOK BARS DESIGNED |
| | BY RATIONAL ANYLSIS PER ACI 318-89 |
| | THE PLAN DOES NOT INDICATE AS TO THE |
| | MINIMUM DEPTH REQUIRED? DETAI 3/1 GARAGE |
| | SLAB, DOES THE VERTICAL DOWELS REQUIRE |
| | ADDTIONAL LENGHT INTO THE CONCRETE TO |
| | GET THE REQUIRED COVERAGE SINCE THERE |
| | IS NO HOOK? |
| | ACI 530 8.5.2 EMBEDDMENT LENGHT MIN 12". |
| | |
| | 2105.1 SHEAR WALLS. WHERE THE STRUCTURE |
| | DEPENDS ON MASONARY WALLS FOR LATERAL |
| | STABILITY, SHEAR WALLS SHEAR WALLS SHALL |
| | BE PROVIDED TO THE DIRECTION OF THE |
| | LATERAL FORCES RESISTED. DEMONSTRATE HOW |
| | THE 2ND STORY FRAME WALLS WILL TRANSFER |
| | THE WIND LOADS IF WIND IS AT 90 DEGREES |
| | TO THE FRONT OR REAR OF BUILDING. THE |
| | FRONT OF THE BUILDING IS BEING HELD |
| | UP BY COLUMNS NO WALL SECTIONS TO TRANS- |
| | FER SHEAR. |
| | |
| | 3) NO FLOOR DIAPHRAM INDICATED, 2310.3.1 |
| | NOR IS THERE IN THE 2ND STORY FRAME |
| | WALLS, TABLE 2310.2B PROVIDE ADDITIONAL |
| | INFORMATION. |
| | |
| | 4) SHEET A-1 INDICATES WIND ZONE OF |
| | 130 MPH, CORRECT TO 140 MPH. |
| | |
| | 5) SHEET A-4 MEAN ROOF HEIGHT < 25'. |
| | ROOF SHEATHING NAILING REQUIREMENTS |
| | ZONE 1 & 2 8D COMMONS |
| | 6" EDGES & 6" INTERMEDIATES |
| | ZONE 38D COMMONS |
| | 4" EDGES & 6" INTERMEDIATES |
| | |
| | 6) PROVIDE KEY PLAN FOR INSTALLTION |
| | SCHEDULE/ STORM SHUTTERS. |
| | |
| | 7) 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. SEE |
| | DETAIL A-5. |
| | JIM WITMER |
| | PLAN REVIEW |
| | TEL(561)659-8096 X 8412 |
| | FAX(561)659-8026 |
