| Date |
Text |
| 2008-04-16 16:50:31 | PROJECT: 1910 PALM BEACH LAKES BLVD. / LAQUINTA HOTEL |
| | |
| | PROJECT DETAIL: SUBMITTAL FOR 6TH FLOOR ARCH WINDOW |
| | FRAMING MITIGATION |
| | |
| | CODE REVIEW: |
| | |
| | CODE REVIEW: |
| | 2004 FLORIDA EXISTING BUILDING CODE W/2006 REVISIONS |
| | 2004 FLORIDA BUILDING CODE W/ 2006 REVISIONS |
| | CITY OF WEST PALM BEACH AMENDMENTS 2004 EDITION |
| | |
| | STATUS: FAILED |
| | |
| | COMMENTS: |
| | |
| | 1) PLEASE SUBMIT WIND LOAD DESIGN CALCULATIONS AS PER |
| | THE FOLLOWING: |
| | |
| | 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, IW, 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/M2) TO BE USED FOR THE SELECTION OF |
| | EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT |
| | SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN |
| | PROFESSIONAL. |
| | |
| | 2) PLEASE INDICATE THE EXISTING CONCRETE DESIGN |
| | STRENGTH FOR THE USE OF THE POWDER ACTUATED FASTENERS |
| | IF PAF'S ARE TO BE USED. |
| | |
| | 3) PLEASE NOTE ON DRAWING: " 6TH FLOOR WINDOW |
| | ELEVATION" AND ADDRESS OF PROJECT WITHIN THE TITLE |
| | BLOCK. |
| | |
| | |
| | PLAN REVIEW: KEN CONRAD |
| | PHONE: 561.805.6666 |
| | E-MAIL: KCONRAD @WPB.ORG |
| | |
