| Date |
Text |
| 2003-06-04 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT: 02060714 |
| | ADD: 1600 PRESIDENTIAL WAY |
| | CONT: AVS |
| | TEL: (561)712-9222 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | TRUSS SHOP DRAWINGS |
| | ACTION: DENIED |
| | |
| | 1) ALPINE TRUSS SHEET, THE SEAL DATE ON |
| | THE INDIVIDUAL TRUSS COMPONET DRAWINGS |
| | MUST MATCH THE SEAL DATE ON THIS INDEX |
| | SHEET. DOESN'T MATCH. ALSO NO INDEX |
| | SHEET! |
| | |
| | 2) SHEET TS031- TSUC5 UPLIFT ATTACHMENT |
| | 1609.4.3 LOAD REDUCTION. |
| | WHEN STRUCTURAL EFFECTS DUE TO TWO OR |
| | MORE LOADS IN COMBINATION WITH DEAD LOAD |
| | ARE INVESTIGATED IN LOAD COMBINATIONS OF |
| | 1609.4.1 OR 1609.4.2, THE COMBINED |
| | EFFECTS DUE TO THE TWO OR LOADS MULTI- |
| | PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD |
| | LOADS SHALL NOT BE LESS THAN THE EFFECTS |
| | FROM THE LOAD COMBINATION OF THE DEAD |
| | LOAD PLUS THE LOAD PRODUCING THE LARGEST |
| | EFFECTS. INCREAS IN ALLOWABLE STRESS SPE |
| | CIFIED IN THE MATERIALS SECTIONS OF THIS |
| | CODE OR A REFRENCED STANDARD SHALL NOT |
| | BE USED WITH THESE LOAD COMBINATIONS |
| | EXCEPT THAT A DURATION OF LOAD INCREASE |
| | SHALL BE PERMITTED IN ACCORDANCE WITH |
| | CHAPTER 23. |
| | |
| | NO P1 OR P2 VALUES GIVEN? |
| | |
| | 3) SPECIAL CONNECTORS REQUIRED SEE: |
| | TS001, TS022, TS025, TS 004 & TSOO4A? |
| | MISSING THESES CONNECTION SHEETS. |
| | |
| | 4) CONNECTION CONTINIOUS BRACING SHEETS: |
| | TS015,TS017 & TS019. |
| | |
| | 5) SHEET H30 5'-4" MONO 110/ ASCE 7-93 |
| | UPDATE SHEET |
| | |
| | 6) VARIOUS TRUSSES IN PACKAGE INDICATE A |
| | MEAN ROOF HEIGHT OF 14.67' WHERE ARE |
| | THEY TO BE USED? NO BUILDING IN THIS |
| | PROJECT IS THAT LOW?????? |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561)805-6715 |
