| Date |
Text |
| 2002-01-07 00:00:00 | THE EXTERIOR WALL ON THE NORTH ELEVATION |
| | IS REQUIRED TO BE 2 HR FIRE RATED WITH |
| | OPENING PROTECTIVES.SEE SBC TABLE 600 |
| | FOR TYPE V CONSTRUCTION, EXTERIOR |
| | NON-BEARING WALLS, OVER 3FT TO 10FT. |
| | SEE ALSOFOOTNOTES (B) AND (C).REVISE |
| | AS NECESSARY, INCLUDE THE FIRE DESIGN |
| | NUMBER, SEE SBC 701.5.2.THIS WAS NOTED |
| | ON THE 11/13/01 COMMENT LIST. |
| | |
| | |
| | |
| | PLEASE PROVIDE INFORMATION ON THE "HARDI |
| | BOARD" SIDING AS TO ITS SUITABILITY AS |
| | A STRUCTURAL SHEATHING. |
| | |
| | WHAT IS THE NATURE AND CHARACTER OF THE |
| | GOODS TO BE STORED IN THE WAREHOUSE? |
| | SEE SBC 104.2 AND SBC 312.2. |
| | |
| | SHOW THE FIRE DESIGN FOR THE MIXED |
| | OCCUPANCY SEPARATION.SEE SBC 704.1.1, |
| | INCLUDE THE OPENING PROTECTIVES. |
| | |
| | SHEET 3 OF 4 WIND LOAD SCHEDULE, SHOWS |
| | PRESSURES RANGING FROM 0.5 TO 2.087. |
| | SBC1606.2.2.3. PROHIBITS DESIGN USING |
| | LESS THAN 10 PSF FOR ANY PART OF A |
| | BUILDING.PROVIDE COMPLETE, SIGNED, |
| | SEALED AND DATED CALCULATIONS FOR THE |
| | WIND LOAD ANALYSIS. |
| | |
| | PROVIDE A COPY OF THE SIGNED CONTRACT |
| | TOGETHER WITH A DETAILED TAKEOFF TO |
| | JUSTIFY THE $22,000.00 VALUATION.THIS |
| | WAS PREVIOUSLY REQUESTED. |
| | |
| | THE "NEW" PLAN SETS DO NOT HAVE SHEET 4 |
| | OF 4. |
