| Date |
Text |
| 2005-01-06 00:00:00 | ****CORRECTIONS**** |
| | |
| | SAMANTHA HILL, BUILDING PLANS EXAMINER |
| | [email protected] |
| | CALCS FOR HOUSEKEEPING PAD AND 6TH |
| | STORY |
| | STEEL DECK |
| | |
| | 1.)THE ACI REFERENCE USED MUST BE IN |
| | ACCORDANCE WITH FBC CHAPTER 35, WHICH |
| | REFERENCES ACI 318-02.THE INFORMATION |
| | SUBMITTED WAS FROM ACI 318-93. |
| | |
| | 2.)THE CALCS STILL SHOW 4.22% |
| | OVERSTRESS (WAS 2% PREVIOUSLY), WITH |
| | THE |
| | WATER AS A DEAD LOAD.THE CALCS |
| | SUBMITTED MUST BE COMPLIANT WITH |
| | FBC1601.2.1.IF THE CONCRETE WAS |
| | STRONGER THAN DESIGN SPECIFIED, AND |
| | THIS |
| | IS YOUR JUSTIFICATION, PLEASE INCLUDE |
| | IT |
| | IN THE CALCS TO SHOW CODE COMPLIANCE. |
| | |
| | 3.)WHY WILL THE HOT WATER TANK NOT BE |
| | FULL 99% OF THE TIME?DOES THIS TANK |
| | WORK DIFFERENTLY FROM OTHER TANKS, |
| | WHICH |
| | REFILL AS HOT WATER LEAVES THE TANK, SO |
| | ARE ALWAYS FULL?IF THE WATER LEVEL |
| | CHANGES WITHIN THE TANK, HOW DOES THE |
| | TANK ADDRESS THE VACUUM CREATED? |
| | PLEASE |
| | SUBMIT PRODUCT DATA FOR CLARIFICATION. |
| | THE CALCS WERE RUN AT 90% FULL; PROVIDE |
| | SOME DOCUMENTATION FOR THIS ASSUMPTION. |
| | |
| | 4.)PLEASE NOTE THAT THE ORIGINAL CALCS |
| | SUBMITTED (WITH A MATH ERROR, AND TANK |
| | AS A DEAD LOAD) WHEN RUN WITHOUT THE |
| | MATH ERROR AND THE TANK AS A LIVE LOAD |
| | APPEARS TO SHOW A 28% OVERSTRESS. |
| | |
| | 5.)IN ADDRESSING THE COMMENT |
| | REGARDING |
| | THE STEEL DECK, I BELIEVE YOU ARE |
| | STATING THAT THE DENSGLASS CAN ACT WITH |
| | THE STEEL DECK AS THE MWFRS.THE CALCS |
| | CANNOT SHOW AN OVERSTRESS, FBC1601.2.1. |
| | ALSO YOUR NOTE STATES THAT THE |
| | DENSGLASS |
| | AT 3.5PSF WILL ACCOUNT FOR THE 2% |
| | INADEQUACY, BUT ISN'T THE STEEL DECK |
| | 3.5% OVERSTRESSED?PLEASE RERUN THE |
| | CALCULATIONS INCLUDING THE DENSGLASS IF |
| | THAT IS HOW YOU ARE SHOWING CODE |
| | COMPLIANCE. |
| | |
| | |
| | |
| | SENT VIA FAX TO PAUL KING, PE AND TO |
| | WHITING TURNER |
