Date |
Text |
2007-09-23 13:26:57 | BUILDING PLAN REVIEW |
| *******DENIED******* |
| ROBERT BROWN(561) 805 6652 |
| E-MAIL: [email protected] |
| |
| SUBMITTAL ON 7/20/07 FOR CALCULATIONS, SHOP DRAWINGS, |
| AND PRODUCT APPROVALS FOR STOREFRONT |
| |
| FBC = FLORIDA BUILDING CODE 2001 |
| FBC*= FLORIDA BUILD'G CODE (CITY AMEND) |
| F.S.= FLORIDA (STATE) STATUTE |
| |
| 1) AS STATED IN THE PREVIOUS REVIEW OF THESE DOCUMENTS |
| ON 6/26/07, THE PRODUCT APPROVALS THAT ARE FOR PRODUCTS |
| DIFFERENT FROM THE THOSE THAT HAVE ALREADY BEEN |
| REVIEWED/STAMPED FOR THIS PROJECT ARE CONSIDERED |
| REVISIONS AND A REVISION FEE IS DUE.THE PACKET WAS |
| AGAIN INCORRECTLY SUBMITTED AS A ZERO FEE SUBMITTAL. |
| IT IS A REVISION AND THE APPROPRIATE REVISION FEE OF |
| $50 PLUS $10 FOR EACH NEW PRODUCT HAS NOW BEEN APPLIED |
| ONCE FOR THE ORIGINAL REVISION SUBMITTAL AND AGAIN FOR |
| THIS RE-SUBMITTAL OF THE REVISION.THE OUTSTANDING FEE |
| IS $200 [CALCULATED AS 2X(50 + 5X10)]. |
| |
| 2) FBC* 1606.1THE CONTINENTAL GLASS SYSTEM SERIES |
| 3000 ALUMINUM WINDOW WALL SYSTEM PRODUCT APPROVAL NOA# |
| 05-1220.18 STATES THAT THE MAXIMUM NEGATIVE DESIGN |
| PRESSURE SHALL NOT EXCEED -110 PSF.HOWEVER, SHEET 5 |
| OF THE THE SUBMITTED ENGINEERING EXPRESS (FRANK |
| BENNARDO, P.E.) SHOP DRAWINGS SHOWS THE A REQUIREMENT |
| FOR NEGATIVE PRESSURE OF -130 PSF, AND REFERS TO |
| RATIONAL ANALYSIS TO JUSTIFY EXCEEDING THE -110 PSF |
| NEGATIVE DESIGN PRESSURE LIMIT OF THE PROPOSED PRODUCT. |
| NO RATIONAL ANALYSIS WAS SUBMITTED.SUBMIT ORIGINAL |
| SIGNED AND SEALED RATIONAL ANALYSIS CALCULATION |
| SHEETS. |
| BECAUSE THE REVIEW OF THE SHOP DRAWINGS CANNOT BE |
| COMPLETED WITHOUT THE REFERENCE ATIONAL ANALYSIS |
| CALCULATIONS, ALL COPIES OF THE STAMPED PRODUCT |
| APPROVALS HAVE BEEN RETURNED.NO COPIES HAVE BEEN |
| RETAINED, SO THEY WILL ALL NEED TO BE RE-SUBMITTED AS A |
| COMPLETE PACKAGE WHEN THE RATIONAL ANALYSIS |
| CALCULATIONS AND THE SHOP DRAWINGS ARE SUBMITTED. |
| BECAUSE THEY HAVE ALL BEEN REVIEWED ALREADY THEY MAY |
| ALL BE BROUGHT IN AS ZERO FEE SUBMITTALS. |
| |
| 3) THE PURPOSE OF THE SUBMITTED "TUBE STEEL |
| CALCULATIONS" FROM ENGINEERING EXPRESS (FRANK BENNARDO, |
| P.E.) COULD NOT BE DETERMINED.HOWEVER IT IS NOTED |
| THAT THESE CALCULATIONS MAKE REPEATED REFERENCE TO A |
| WIND PRESSURE OF 49 PSF.ACCORDING TO THE RWDI WIND |
| TUNNEL TEST REPORT THERE IS NO LOCATION ON THIS |
| BUILDING WITH A WIND PRESSURE AS LOW AS 49 PSF.ALL |
| SUBMITTED COPIES OF THESE CALCULATIONS ARE BEING |
| RETURNED TO THE CONTRACTOR. |
| |
| **QUOTE PERMIT# ON ALL CORRESPONDENCE** |
| |
| END OF REVIEW COMMENTS |
| THE CODE REFERENCES GIVE ADDITIONAL INFO |
| TELEPHONE: (561) 805 6652ROBERT BROWN |
| E-MAIL: [email protected] |