| Date |
Text |
| 2009-06-19 10:59:23 | BUILDING PLAN REVIEW |
| | PERMIT: 09020290 |
| | ADD: 1515 N FLAGLER DR 7TH FLOOR |
| | CONT: LEIGHTON MCGINN |
| | TEL: (561)951-0946 MARK ANDREWS |
| | FL BLD CODE= 2004 FLORIDA BUILDING CODE |
| | W/ 2007 FBC REVISIONS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | |
| | PROVISO: |
| | LEVEL 1 ALTERATION |
| | |
| | 1) PLANS SUBMITTED FOR PERMIT (FIRST TIME REVIEW) AFTER |
| | JULY 1ST, 2007 SHALL BE REVIEWED TO THE 2004 FBC |
| | BUILDING WITH THE 2007 SUPPLEMENTS. THE ORIGINAL |
| | BUILDING WAS DESIGNED UNDER A WIND ZONE OF 110 MPH, |
| | FASTEST MILE, UNDER THE 2004 FBC THIS BUILDING IS |
| | LOCATED IN A 140 MPH WIND ZONE, 3 SECOND GUST. THE 2007 |
| | SUPPLEMENTS TAKES THE BUILDINGS EXPOSURE CATEGORY FROM |
| | A ???B??? ZONE TO A ???C??? ZONE. THIS IS WHY WE HAVE |
| | REQUEST THE FOLLOWING INFORMATION. |
| | |
| | |
| | 2) MISSING WIND DESIGN INFORMATION. |
| | 603.1.4 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. |
| | |
| | 3) SINCE THE INTENT IS TO REUSE THE EXISTING GLAZING |
| | SYSTEM AND THE LOCATION OF THE GLAZING IS 60 FEET ABOVE |
| | GRADE ONLY WIND PRESSURE NEEDS TO BE MET. THE ENGINEER |
| | OF RECORD SHALL USE RATIONAL ANALYSIS TO VERIFY THAT |
| | THE GLAZING SYSTEM CAPABILITY TO WITHSTAND THE HIGHER |
| | WIND PRESSURES BOTH POSITIVE AND NEGATIVE BEFORE THE |
| | FIRST INSPECTION. |
| | |
| | |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | 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. |
| | |
