| Date |
Text |
| 2010-01-14 16:14:35 | BUILDING PLAN REVIEW |
| | PERMIT: 10010072 |
| | ADD: 4572 PALMBROOKE CIRCLE |
| | CONT: ARMENTI CONSTRUCTION |
| | TEL: (561)386-6826 |
| | BLD CODE= 2007 FLORIDA BUILDING CODE |
| | W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | JAN. 14/ 2009 |
| | |
| | 1604.4 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY LATERAL FORCES SPECIFIED |
| | IN THIS CHAPTER. SEE SECTION 1609 FOR WIND AND SECTION |
| | 1610 FOR LATERAL SOIL LOADS. |
| | |
| | 1) PLANS FAIL TO PROVIDE COMPLIANCE WITH USING APPROVED |
| | RETAINING WALL MATERIALS, PLANS ALSO LACK SOILS DESIGN |
| | LOADS AS WELL. |
| | |
| | 1806.1 GENERAL. WALLS BUILT TO RETAIN OR SUPPORT THE |
| | LATERAL PRESSURE OF EARTH OR WATER OR OTHER |
| | SUPERIMPOSED LOADS SHALL BE DESIGNED AND CONSTRUCTED OF |
| | MASONRY, CONCRETE, STEEL SHEET PILING OR OTHER APPROVED |
| | MATERIALS. |
| | |
| | 1806.2 DESIGN. RETAINING WALLS SHALL BE DESIGNED TO |
| | RESIST THE DESIGN LATERAL SOIL LOADS IN SECTION 1610, |
| | INCLUDING BOTH DEAD AND LIVE LOAD SURCHARGES TO WHICH |
| | SUCH WALLS ARE SUBJECTED, AND TO ENSURE STABILITY |
| | AGAINST OVERTURNING, SLIDING, EXCESSIVE FOUNDATION |
| | PRESSURE AND WATER UPLIFT. |
| | |
| | 1610.1 GENERAL. BASEMENT, FOUNDATION AND RETAINING |
| | WALLS SHALL BE DESIGNED TO RESIST LATERAL SOIL LOADS. |
| | SOIL LOADS SPECIFIED IN TABLE 1610.1 SHALL BE USED AS |
| | THE MINIMUM DESIGN LATERAL SOIL LOADS UNLESS SPECIFIED |
| | OTHERWISE IN A SOIL INVESTIGATION REPORT APPROVED BY |
| | THE BUILDING OFFICIAL. RETAINING WALLS FREE TO MOVE AND |
| | ROTATE AT THE TOP ARE PERMITTED TO BE DESIGNED FOR |
| | ACTIVE PRESSURE. DESIGN LATERAL PRESSURE FROM SURCHARGE |
| | LOADS SHALL BE ADDED TO THE LATERAL EARTH PRESSURE |
| | LOAD. DESIGN LATERAL PRESSURE SHALL BE INCREASED IF |
| | SOILS WITH EXPANSION POTENTIAL ARE PRESENT AT THE SITE. |
| | |
| | 2) PLANS ALSO FAIL TO PROVIDE WIND DESIN CRITERIA FOR |
| | THE VARIOUS ELEMENTS TO BE PERMITTED.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: |
| | 2.1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR |
| | (KM/HR). |
| | |
| | 2.2. 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. |
| | |
| | 2.3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS |
| | UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND |
| | DIRECTION SHALL BE INDICATED. |
| | |
| | 2.4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF |
| | DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT. |
| | |
| | 2.5. 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. |
| | |
| | JIM WITMER C. B. O. |
| | BUILDING PLAN REVIEW II |
| | |
| | TEL: (561)805-6715 |
| | FAX: (561)805-6731 |
| | E-MAIL: [email protected] |
| | |
| | PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE |
| | CUSTOMER SERVICE SURVEY AT: |
| | WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES |
| | |
| | CONSTRUCTION SERVICES HOME PAGE |
| | HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP |
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