| Date |
Text |
| 2006-05-08 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 06031107 |
| | ADD: 345 30TH ST |
| | CONT: WILLIAM J. HOLTEC |
| | TEL: (954)731-2998 |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | /2004 EXISTING BUILDINGS- LEVEL 1 |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1)CHALAIRE & ASSOCIATES, INC. IS MISSING |
| | THEIR:471.023 F.S.CERTIFICATE OF |
| | AUTHORIZATION.THE TITLE BLOCK FOR ANY |
| | SHEET BEARING THE NAME OF AN ENGINEER |
| | PRACTICING UNDER A FICTITIOUS NAME, A |
| | CORPORATION, OR A PARTNERSHIP, OFFERING |
| | ENGINEERING SERVICES, SHALL INCLUDE THE |
| | CERTIFICATE OF AUTHORIZATION NUMBER. |
| | ADD THE NUMBER TO EACH SHEET.THIS MAY |
| | BE ADDED BY HAND. |
| | |
| | 2) 110.2* W. P. B. ADMINISTRATIVE CODE, |
| | INFORMATION THAT IS REQUIRED FOR RECORD |
| | KEEPING & FOR CERTIFICATE OF OCCUPANCY: |
| | A) THE EDITION OFTHE CODE UNDER WHICH |
| | THE PERMIT WAS ISSUED. |
| | B) THE USE AND OCCUPANCY, IN ACCORDANCE |
| | WITH THE PROVISIONS OF CHAPTER 3. |
| | C) THE TYPE OF CONSTRUCTION AS DEFINED |
| | IN CHAPTER 6, TABLE 601. |
| | |
| | 3) 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. |
| | |
| | 4) TABLE 1607.1 PROVIDE LIVE LOADS FOR |
| | FIRE ESCAPE. |
| | |
| | 5)1012.2 HEIGHT. |
| | GUARDS SHALL FORM A PROTECTIVE BARRIER |
| | NOT LESS THAN 42 INCHES (1067 MM) HIGH, |
| | MEASURED VERTICALLY ABOVE THE LEADING |
| | EDGE OF THE TREAD, ADJACENT WALKING |
| | SURFACE OR ADJACENT SEATBOARD. 38" FOR |
| | R-2 CAN ONLY BE USED FOR WITHIN R-2 |
| | DWELLING UNIT WHEN THE TOP RAIL OF THE |
| | GUARD ALSO SERVES AS A HANDRAIL. |
| | |
| | 6) 1009.11 HANDRAILS. |
| | STAIRWAYS SHALL HAVE HANDRAILS ON EACH |
| | SIDE. HANDRAILS SHALL BE ADEQUATE IN |
| | STRENGTH AND ATTACHMENT IN ACCORDANCE |
| | WITH SECTION 1607.7 . HANDRAILS FOR |
| | RAMPS, WHERE REQUIRED BY SECTION 1010.8 |
| | |
| | 7)HANDRAIL |
| | 1009.11.5 HANDRAIL EXTENSIONS. |
| | HANDRAILS SHALL RETURN TO A WALL, GUARD |
| | OR THE WALKING SURFACE OR SHALL BE |
| | CONTINUOUS TO THE HANDRAIL OF AN |
| | ADJACENT STAIR FLIGHT. WHERE HANDRAILS |
| | ARE NOT CONTINUOUS BETWEEN FLIGHTS, THE |
| | HANDRAILS SHALL EXTEND HORIZONTALLY AT |
| | LEAST 12 INCHES (305 MM) BEYOND THE TOP |
| | RISER AND CONTINUE TO SLOPE FOR THE |
| | DEPTH OF ONE TREAD BEYOND THE BOTTOM |
| | RISER. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
