Date |
Text |
2001-08-02 00:00:00 | SHEET S1 OF THE PUBLIX PLANS DESIGN |
| CRITERIA CALLS OUT CONFLICTING |
| INFORMATION FOR THE WIND.SEE SBC |
| 1606.1.2.1 RE: MIXING OF WINDLOADS. |
| THE ENTIRE BUILDING, INCLUDING THE |
| RETAIL WINGS, MUST BE DESIGNED TO ONE |
| STANDARD.EITHER ASCE 7-95 OR SBC |
| 1606.2.WEST PALM BEACH IS IN THE 140 |
| MPH VELOCITY ZONE FOR ASCE 7-95 AND 110 |
| MPH FOR SBC 1606.2. NOT THE 100 MPH |
| DECLARED. |
| |
| PLEASE INCLUDE CALCULATIONS |
| DEMONSTRATING COMPLIANCE WITH ONE OF |
| THE ABOVE.ALSO WHICH IS THE DESIRED |
| SOIL BEARING PRESSURE,2000 PSF OR 2500 |
| PSF? |
| |
| THE FP1 HAS A STATEMENT THAT SAYS SEE |
| THE ARCHITECTURAL PLANS FOR THE CANOPY |
| SPRINKLER DESIGN.THE ARCHITECTURAL |
| PLANS DO NOT SHOW ANY FIRE SPRINKLER |
| DESIGN. |
| |
| NFPA 13 SS 4-5.7.1 REQUIRES SPRINKLERS |
| FOR THIS APPLICATION AND CHP. |
| 61G15-32.003 COMMON REQUIREMENTS TO ALL |
| FIRE PROTECTION ENGINEERING DOCUMENTS |
| FBPE,SET OUT SPECIFIC INFORMATION FOR |
| DOCUMENT SUBMITTAL.PLEASE REVISE AS |
| NECESSARY. |
| |
| PLEASE INDICATE THE PORTIONS OF THE |
| BILDING THAT WILL HAVE HURRICANE |
| SHUTTERS AND WHICH WILL HAVE IMPACT |
| RESISTANT GLASS? |
| |
| SEE THE PREVIOUS CHECKLISTS REGARDING |
| IMPACT FEES AND A RESIDENT INSPECTOR. |