| Date |
Text |
| 2002-01-23 00:00:00 | THE HARMONY CANOPY DRAWING CS-1C SHEET 1 |
| | OF 7 SIGNED AND SEALED BY ROGER |
| | LINGERFELTER, PE DECLARES WIND DESIGN |
| | TO ASCE 7-95, 140 MPH, EXPOSURE C. |
| | |
| | THE CALCULATIONS FROM COMPUTERIZED |
| | STRUCTURAL DESIGN, SC ARE NOT SIGNED |
| | AND SEALED BY A FL REGISTERED ENGINEER |
| | AND CITE DESIGN TO THE 1994 S. FL |
| | BUILDING CODE AND ASCE 7-88. FURTHER |
| | THE CALCULATIONS SPECIFICALLY EXCLUDE |
| | GLAZING,SOLAR PANELS AND FASCIA. |
| | ONLY THE ALUMINUM FRAME WORK IS COVERED. |
| | |
| | PROVIDE STRUCTURAL CALCULATIONS BY A FL |
| | REGISTERED PE, IN ACCORDANCE WITH ASCE |
| | 7-95 THAT INCLUDES ALL OF THE |
| | COMPONENTS THAT WILL BE USED IN THE |
| | CANOPY.WHERE DESIGN IS BY A DELEGATED |
| | ENGINEER, THE DESIGN MUST BE REVIWED BY |
| | THE ENGINEER OF RECORD FOR CONFORMANCE |
| | WITH THE ORIGINAL DESIGN.SEE CHAPTER |
| | 61G15-30, RESPONSIBILITY RULES COMMON |
| | TOALL ENGINEERS, OF THE FL |
| | ADMINISTRATIVE CODE. |
| | |
| | THE FASTENING METHOD FOR THE STEEL |
| | STORMPANELS ON NOA 99-0517.07 FOR |
| | ATTACHMENT TO CONCRETE IS ACCEPTABLE. |
| | THE ATTACHEDSHEETS COPIED FROM THE BP |
| | AMOCO DRAWINGS DEPICT ATTACHMENT TO |
| | SOMETHING OTHER THAN CONCRETE WITH AN |
| | UNDESIGNATED FASTENER SHOWING NEITHER |
| | LOCATION OR NUMBER.THIS IS NOT |
| | ACCEPTABLE.PLEASE PROVIDE A SIGNED |
| | AND SEALED METHOD DESIGNED IN |
| | ACCORDANCE WITH GOOD ENGINEERING |
| | PRACTICES IF THE ATTACHMENT IS TO |
| | DEVIATE FROM THAT SHOWN IN THE NOA. |
