| Date |
Text |
| 2006-11-08 18:34:29 | BUILDING PLAN REVIEW |
| | PERMIT: 06090766 |
| | ADD: 615 MONROE DR |
| | CONT:MTC REMODELING INC. |
| | TEL: (561)655-5956 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | REVIEW2ND |
| | ACTION: DENIED |
| | |
| | 1) 2004 FL. BLD CODE 1603.1.4 THE |
| | FOLLOWING INFORMATION RELATED TO WIND |
| | SHALL BE SHOWN ON THE CONSTRUCTION |
| | DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | |
| | 2)FBC. 1609.1.4STRUCTURAL MEMBERS AND SYSTEMS AND |
| | COMPONENTS AND CLADDING IN A BUILDING OR STRUCTURE |
| | SHALL BE ANCHORED TO RESIST WIND-INDUCED OVERTURNING, |
| | UPLIFT AND SLIDING AND TO PROVIDE CONTINOUS LOAD PATHS |
| | FOR THESE FORCES TO THE FOUNDATION.HOW WILL THE |
| | PRECAST CONCRETE BE ANCHORED IN THE GROUND?IF THE |
| | PRECAST CONCRETE WILL BE PLACE ON GRADE PROVIDE THE |
| | ENGINEERING DRAWINGS WHIC STATE THAT THIS DESIGW WILL |
| | MEET THE 140MPH 3SEC WIND GUST. |
| | |
| | 3)ONCEAGAIN THE DRAWINGS SUBMITTED ARE NOT CLEAR. |
| | CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY |
| | TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK |
| | PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE |
| | PROVISIONS OF THIS CODE AND RELEVENT LAWS, ORDINANCES, |
| | RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING |
| | OFFICIAL. FBC. 106.1.1 |
| | |
| | 4)SHOW THE FRONT/ LEFT AND RIGHT ELEVATIONS OF THE |
| | PROJECT. THE DRAWINGS PROVIDEDARE NOT DRAWN TO THE |
| | SCALE SPECIFIED. THE DETAIL DRAWINGS ON THE SHEET ARE |
| | INSUFFICIENT. INDICATE THE LOAD OF THE DECK ACCORDING |
| | TO TABLE 1607.1 |
| | |
| | MYRON JACOBS |
| | BUILDING PLAN REVIEWER |
| | 805-6726 |
| | |
| | |
| | |
