Date |
Text |
2008-12-01 15:03:17 | BUILDING PLAN REVIEW |
| PERMIT: 08060051 |
| ADD: 300 N DIXIE HWY |
| CONT: KNIGHT ELECTRIC |
| TEL: (561)689- 3500 |
| |
| FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| W/ 2007 FBC REVISIONS |
| * WEST PALM BEACH AMENDMENTS |
| |
| 2ND REVIEW |
| ACTION: DENIED |
| |
| 1A) INFORMATIONAL: WHEN RESUBMITTING PLANS PLEASE |
| INDICATE THE REVISION & REMOVE & REPLACE ANY PAGES AS |
| NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL |
| REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE |
| REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION |
| PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO |
| EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED |
| COOPERATION. |
| |
| 1B) INFORMATIONAL: PLANS SUBMITTED FOR PERMIT (FIRST |
| TIME REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO |
| THE 2004 FBC BUILDING WITH THE 2007 SUPPLEMENTS. |
| |
| 2) 2ND REQUEST, FEUL STORAGE TANK IS BEING LOCATED TO |
| THE EXTERIOR OF THE BUILDING AS PER M-1,( OPEN PARKING |
| GARAGE) PLEASE PROVIDE ATTACHMENT FOR MOMENT OF |
| OVERTURNING, UPLIFT AND SLIPPAGE. 1609.3.1. |
| VISITED JOBSITE PARKING GAGARE CONSIDERED OPEN! |
| |
| 3 )2ND REQUEST, PLEASE PROVIDE WIND INFORMATION: |
| 1603.1.4 WIND DESIGN DATA. |
| THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL |
| BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE |
| DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE |
| BUILDING: |
| 1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR |
| (KM/HR). |
| 2. WIND IMPORTANCE FACTOR, I W , AND BUILDING |
| CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7 |
| AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7. 3. |
| WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS |
| UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND |
| DIRECTION SHALL BE INDICATED. |
| 4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF |
| DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT. |
| 5. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES |
| IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE SELECTION |
| OF EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT |
| SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN |
| PROFESSIONAL. |
| |
| 4) 2ND REQUEST, SHEET E-3 GENERATOR DETAIL INDICATES TO |
| SEE STRUCTURAL SHEET FOR SLAB DETAILS, ALSO INCLUDE |
| ANCHOR DETAILS FOR THE NEW GENERATOR. 1609.3.1 |
| ANCHORAGE AGAINST OVERTURNING, UPLIFT AND SLIDDING. |
| MISSING ARCHITECURAL AND STRUCTURAL SHEETS. |
| |
| 5-6) COMPLIED. |
| |
| 7) NEW COMMENT, VISITED JOBSITE AND THE SOUTH WALL OF |
| THE PARKING GARAGE IS OPEN TO TTHE WEATHER, A WING WALL |
| APPROXIMATELY 42" TALL. SHEET M-1 NEW GENERATOR AREA |
| INDICATES A LOUVER IN THE WALL, IS THERE GOING TO BE A |
| NEW WALL INSTALLED BETWEEN COLUMNS? |
| |
| JIM WITMER C. B. O. |
| BUILDING PLAN REVIEW II |
| |
| TEL: (561)805-6715 |
| FAX: (561)659-8026 |
| E-MAIL: [email protected] |
| |
| PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS |
| LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS |
| REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO |
| THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE |
| THEREFORE SUBJECT TO PUBLIC DISCLOSURE. |