Date |
Text |
2008-06-30 15:31:17 | 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 |
| |
| 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) FEUL STORAGE TANK IS BEING LOCATED TO THE EXTERIOR |
| OF THE BUILDING AS PER M-1, PLEASE PROVIDE ATTACHMENT |
| FOR MOMENT OF OVERTURNING, UPLIFT AND SLIPPAGE. |
| 1609.3.1. |
| |
| 3) 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) 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) E-SHEETS ENGINEER MELQUIADES GARCIA IS MISSING IN |
| THIER TITLEBLOCK: |
| 61G15-23.002(2) FL. ADMIN. CODE. PLANS SIGNED & SEALED |
| BY A PROFESSIONAL ENGINEER SHALL INCLUDE EITHER THE: |
| NAME, ADDRESS AND LICENSE NUMBER OF THE ENGINEER OR, |
| THE NAME AND LICENSE NUMBER OF THE ENGINEER AND THE |
| NAME, ADDRESS AND CERTIFICATE OF AUTHORIZATION NUMBER |
| OF THE ENGINEERING BUSINESS THROUGH WHICH THE ENGINEER |
| IS PRACTICING (471.025 F.S. AND 471.023 F.S.). |
| |
| 6) P-1 SHEET ENGINEER ROBERTO BETANCOURT ALSO IS |
| MISSING INFORMATION IN THEIR TITLE BLOCK: |
| 61G15-23.002(2) FL. ADMIN. CODE. PLANS SIGNED & SEALED |
| BY A PROFESSIONAL ENGINEER SHALL INCLUDE EITHER THE: |
| NAME, ADDRESS AND LICENSE NUMBER OF THE ENGINEER OR, |
| THE NAME AND LICENSE NUMBER OF THE ENGINEER AND THE |
| NAME, ADDRESS AND CERTIFICATE OF AUTHORIZATION NUMBER |
| OF THE ENGINEERING BUSINESS THROUGH WHICH THE ENGINEER |
| IS PRACTICING (471.025 F.S. AND 471.023 F.S.). |
| |
| |
| 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. |