| Date |
Text |
| 2006-02-08 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 05120172 |
| | ADD: 2800 N FLAGLER (ROOF) |
| | CONT: J COMPTON ELEC. |
| | TEL: (954)219-9011 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 1STREVIEW |
| | ACTION: DENIED |
| | |
| | |
| | 1) PLANS DO NOT INDICATE HOW THE |
| | GENERATOR WILL RESIST MOMENT OF |
| | OVERTURNING.106.1.2 ADDITIONAL |
| | DATA. THE BUILDING OFFICIAL MAY REQUIRE |
| | DETAILS, COMPUTATIONS, STRESS DIAGRAMS, |
| | AND OTHER DATA NECESSARY TO DESCRIBE THE |
| | CONSTRUCTION OR INSTALLATION AND THE |
| | BASIS OF CALCULATION. ALL DRAWINGS, |
| | SPECIFICATIONS AND ACCOMPANYING DATA |
| | REQUIRED BY THE BUILDING OFFICIAL TO BE |
| | PREPARED BY AN ARCHITECT OR ENGINEER |
| | SHALL BE AFFIXED WITH THIER OFFICIAL |
| | SEAL, SIGNATURE AND DATE AS STATE LAW |
| | REQUIRES. |
| | 1604.4 ANALYSIS. |
| | LOAD EFFECTS ON STRUCTURAL MEMBERS AND |
| | THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE |
| | INTO ACCOUNT EQUILIBRIUM, GENERAL |
| | STABILITY, GEOMETRIC COMPATIBILITY AND |
| | BOTH SHORT- AND LONG-TERM MATERIAL |
| | PROPERTIES. |
| | MEMBERS THAT TEND TO ACCUMULATE RESIDUAL |
| | DEFORMATIONS UNDER REPEATED SERVICE |
| | LOADS SHALL HAVE INCLUDED IN THEIR |
| | ANALYSIS THE ADDED ECCENTRICITIES |
| | EXPECTED TO OCCUR DURING THEIR SERVICE |
| | LIFE. |
| | ANY SYSTEM OR METHOD OF CONSTRUCTION TO |
| | BE USED SHALL BE BASED ON A RATIONAL |
| | ANALYSIS IN ACCORDANCE WITH |
| | WELL-ESTABLISHED PRINCIPLES OF |
| | MECHANICS. SUCH ANALYSIS SHALL RESULT IN |
| | A SYSTEM THAT PROVIDES A COMPLETE LOAD |
| | PATH CAPABLE OF TRANSFERRING LOADS FROM |
| | THEIR POINT OF ORIGIN TO THE |
| | LOAD-RESISTING ELEMENTS. |
| | THE TOTAL LATERAL FORCE SHALL BE |
| | DISTRIBUTED TO THE VARIOUS VERTICAL |
| | ELEMENTS OF THE LATERAL-FORCE-RESISTING |
| | SYSTEM IN PROPORTION TO THEIR RIGIDITIES |
| | CONSIDERING THE RIGIDITY OF THE |
| | HORIZONTAL BRACING SYSTEM OR DIAPHRAGM. |
| | RIGID ELEMENTS THAT ARE ASSUMED NOT TO |
| | BE A PART OF THE LATERAL-FORCE-RESISTING |
| | SYSTEM SHALL BE PERMITTED TO BE |
| | INCORPORATED INTO BUILDINGS PROVIDED |
| | THAT THEIR EFFECT ON THE ACTION OF THE |
| | SYSTEM IS CONSIDERED AND PROVIDED FOR IN |
| | DESIGN. PROVISIONS SHALL BE MADE FOR THE |
| | INCREASED FORCES INDUCED ON RESISTING |
| | ELEMENTS OF THE STRUCTURAL SYSTEM |
| | RESULTING FROM TORSION DUE TO |
| | ECCENTRICITY BETWEEN THE CENTER OF |
| | APPLICATION OF THE LATERAL FORCES AND |
| | THE CENTER OF RIGIDITY OF THE |
| | LATERAL-FORCE-RESISTING SYSTEM. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO |
| | RESIST THE OVERTURNING EFFECTS CAUSED BY |
| | THE LATERAL FORCES SPECIFIED IN THIS |
| | CHAPTER. SEE SECTION 1609 FOR WIND AND |
| | SECTION 1610 FOR LATERAL SOIL LOADS. |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | TEL: (561)805-6715 |
| | FAX: (561)659-8026 |
| | |
| | |
