| Date |
Text |
| 2003-09-30 00:00:00 | SHEET A1.0 NOW DECLARES UL DESIGN U 906 |
| | FOR THE FIRE RATED STAIRS.U 906 |
| | INVOKES 6" PROPRIETARY BLOCK FOR THE |
| | DESIGN. |
| | THE PLANS INDICATE 8" BLOCK FOR THE |
| | STRUCTURAL.PLEASE REVISE AS NECESSARY. |
| | |
| | SHEET A1.0 CALLS FOR HANDRAILS TO BE |
| | DESIGNED FOR 50 PLF IN ANY DIRECTION. |
| | THIS DOES NOT COMPLY WITH FBC 1608.2.1. |
| | |
| | THE 90# LIVE LOAD SHOWN FOR THE STORAGE |
| | AREA ON SHEET A2.0 IS LESS THAN THE |
| | MINIMUM 125# LIVE LOAD FOR LIGHT |
| | STORAGE IN FBC TABLE 1604.1. |
| | PLEASE REVISE AS NECESSARY. |
| | |
| | SHEET A1.1 MAKES NOTE OF FIRE |
| | SPRINKLERSIF THE BUILDING IS TO HAVE |
| | FIRE |
| | SPRINKLERS, THE DESIGN IS REQUIRED TO |
| | BE ON THE PERMIT PLANS.SEE FBC |
| | 104.3.1.1 #4. |
| | |
| | AS PREVIOUSLY NOTED, SEE FBC 104.2.1.1 |
| | FOR THE ROOF COVERING DESIGN |
| | INFORMATION NECESSARY ON THE PLANS. |
| | |
| | THE PREVIOUS CHECK LIST REQUESTED THE |
| | DESIGN INFORMATION FOR THE PRE-CAST |
| | CONCRETE FLOOR SYSTEM.SEE CHAPTER |
| | 61G15-30 RESPONSIBILITY RULES COMMON TO |
| | ALL ENGINEERS, OF THE FL ADMINISTRATIVE |
| | CODE AS PERTAINS TO DELEGATING |
| | ENGINEERING REQUIREMENTS. |
| | |
| | HOW WILL THE #4@12" OC TERMINATE IN |
| | THE B1 BEAM FOR THE BALCONY SHOWN ON |
| | SHEET S1.1? |
| | |
| | THE BALUSTRADE CONNECTION DETAIL ON |
| | SHEET A1.1 IS SOMEWHAT VAGUE WITH ITS |
| | >>1/2" DOWEL TOP AND BOTTOM <<.WHAT |
| | ISTHE EMBEDMENT DEPTH OF THE DOWEL(S)? |
| | WILL THEY BE CAST IN PLACE?SEE FBC |
| | 1608.2.2 FOR MINIMUM DESIGN LOADING AND |
| | PROVIDE SUPPORTING CALCULATIONS TO |
| | DEMONSTRATE COMPLIANCE WITH SAME. |
| | SEE ALSO, FBC 1015 FOR MINIMUM GUARD |
| | RAIL DIMENSIONS AND NOTE SAME IN THE |
| | DESIGN CRITERIA. |
