| Date |
Text |
| 2002-01-19 00:00:00 | SUBMITTAL CHECKLIST: |
| | 1-PROVIDE REVISED ENERGY CALCULATIONS. |
| | THEY ARE REQUIRED FOR BUILDING PLAN |
| | REVIEW ALSO. NOT ONLY FOR MECH. REVIEW |
| | 2-PROVIDE PRODUCT APPROVAL FOR ENTRY |
| | DOORS. PRODUCT APPROVAL SUBMITTED IS |
| | GOOD FOR WOOD FRAMED BUILDINGS ONLY, |
| | NOT FOR MASONRY CONSTRUCTION. SEE |
| | PRODUCT APPROVAL. |
| | -PROVIDE PRODUCT APPROVAL WITH LEGIBLE |
| | DRAWINGS AS WELL. |
| | 3-TRUSS DRAWINGS 2ND REVIEW: |
| | A)THERE ARE SEVERAL CODES MIXED IN THE |
| | TRUSS DRAWINGS: SFBC, ASCE 7-98 AND |
| | SBC 1997. REVISE AS REQUIRED. |
| | B)ENGINEERED TRUSSES AREN'T FOLLOWING |
| | NOTE SPECIFIED BY ENGINEER OF RECORD |
| | ON SHEET 3A REGARDING 3 1/2" MINIMUM |
| | BEARING AT MID POINT OF TRUSS. SEE |
| | NOTE ON FRAMING PLAN AT REAR PORCH. |
| | C)ENGINEERED TRUSSES CALL FOR 14 FT |
| | ABOVE GROUND LEVEL. THIS APPLIES TO A |
| | FLAT ROOF. SLOPED ROOF IS DESIGNED |
| | ACCORDING TO THE MEAN ROOF HEIGHT, |
| | WHICH IN THIS CASE IS 15'. SEE DWGS |
| | BY DESIGNER OF RECORD AND REVISE AS |
| | REQUIRED. |
| | D)TRUSS LAYOUT USES ASCE 7-95. CLARIFY. |
| | 4-ENGINEER OF RECORD TO SPECIFY |
| | CONNECTOR THAT RESIST THE UPLIFT LOADS |
| | CALCULATED FOR TRUSS HG3. |
