| Date |
Text |
| 2002-05-03 00:00:00 | REVIEW NOTES STRUCTURAL 5/03/02 WILLIAM |
| | STAPLES 561-659-8096 EXT. 8315. |
| | |
| | 1. STRUCTURAL INSPECTION PLAN IS A |
| | FAX.NOT COMPLETELY FILLED OUT AND NOT |
| | SIGNED AND SEALED. |
| | |
| | 2. SPECIAL INSPECTOR FORMS SUBMITTED IS |
| | A FAX. AND NOT SIGNED AN SEALED AS |
| | REQUIRED BY FS 553. |
| | 3. SHEET S1.0 REVISE STRUCTURAL NOTE TO |
| | REQUIRE TERMITE PROTECTION OF SOIL. |
| | 4.SHEET S-3.1 DETAILS A&B PROVIDE STRUC |
| | TURAL CONNECTION DETAIL FOR TRUSS TO |
| | BEAMS. |
| | 5. SHEET S-4.0 |
| | SECTION A PROVIDE FLASHING DETAIL FOR |
| | ROOF TO WALL CONNECTION. |
| | SECTION B PROVIDE FLASHING DETAIL FOR |
| | METAL DECK AND TRUSS TO BEAM CONNECTION. |
| | |
| | SECTION C PROVIDE DETAIL FOR WOOD ROOF |
| | SHEATING CONNECTION AND FLASHING TO |
| | BLOCK WALL. PROVIDE FLASHING DETAIL FOR |
| | STEEL DECK TO BLOCK WALL AT BOTH ENDS. |
| | PROVIDE CONNECTION DETAIL FOR STEEL |
| | TRUSSES TO BEAMS. |
| | 6. SHEET S-5.0 |
| | SECTION D INDICATE CONNECTION DETAIL FOR |
| | ROOF SHEATING TO THE WALL FOR WOOD AND |
| | STEEL DECKING, PROVIDE FLASHING DETAILS. |
| | SECTIONS E, F AND G INDICATE THE |
| | CONNECTOR TO BE USED FOR TRUSS TO BEAM |
| | CONNECTION. |
| | 7. PROVIDE THE FOLLOWING: |
| | A. DESIGN LOADS FOR ALL WOOD AND STEEL |
| | TRUSSES. |
| | B. DESIGN PRESSURES FOR ALL OPENINGS, |
| | DOOORS AND WINDOWS, PROVIDE ELEVATIONS |
| | INDICATING DESIGN PRESSURES. |
| | C. PROVIDE STRUCTURAL INFORMATION ON |
| | LADDERS TO THREE MEZZANINE'S. |
| | D. SUBMIT STRUCTURAL CALCULATIONS. |
| | E. PROVIDE STRUCTURAL DESIGN FOR METAL |
| | AND BUILT UP ROOF SYSTEMS. |
| | 8. SEE REVIEW #1 FOR ADDITIONAL ITEMS |
| | NEEDING CLARIFICATION, FOR ITEMS NOT |
| | DUPLICATED TO REDUCE CONFUSION. |
| | 9. REVISE PLUMBING DRAWINGS IN |
| | COMFORMITY WITH CUT SHEET SECTION C ON |
| | 6.3 DATED 4/26/02. |
