| Date |
Text |
| 2003-08-11 00:00:00 | 2ND REVIEW |
| | 1)AS NOTED ON THE FIRST CHECKLIST THE |
| | OPENINGS IN THE EXTERIOR WALL ON THE |
| | SOUTH PROPERTY LINE ARE |
| | REQUIRED TO BE FIRE RATED, AND THE WEST |
| | WALL ARE PROHIBITTED BY FBC TABLE 600. |
| | THE ARCHITECT'S QUOTING OF FBC |
| | 3401.7.2.4 IS WITHOUT STANDING FOR THIS |
| | PROJECT.SEE FBC 3401.7.2.6 AND REVISE |
| | AS NECESSARY.ALSO, SEE FBC 104.2.1 |
| | WITH REGARDS TO QUOTING CODE SECTIONS |
| | NOT BEING AN ACCEPTABLE ALTERNATIVE TO |
| | SPECIFIC DESIGN INFORMATION. |
| | |
| | 2) VERTICAL ACCESIBILITY IS REQUIRED |
| | FOR OFFICES SHOWN AS #4 AND #5 AS |
| | PREVIOUSLY NOTED.SEE FBC 11-4.1.5.6 |
| | (1) (K) (III). |
| | |
| | 3) THE STRUCTURAL CALCULATIONS |
| | PREVIOUSLY REQUESTED FOR THE SECOND |
| | FLOOR CONSTRUCTION HAVE NOT BEEN |
| | PROVIDED. |
| | THE DECLARED 1/2" X 5" BOLTS @ 4' ON |
| | CENTER SHOWN IN SECTION 2/A ON SHEET 3 |
| | APPEARS TO BE VERY INADEQUATE FOR THE |
| | LOADS TO BE IMPOSED ON THE WOOD |
| | PERPENDICULAR TO THE GRAIN. HOW WAS THE |
| | MINIMAL 75# LIVE LOAD DETERMINED? |
| | PLEASE PROVIDE COMPLETE STRUCTURAL |
| | CALCULATIONS. |
| | |
| | 4) THE STAIRS TO OFFICES 4 AND 5 |
| | REQUIRE HANDRAILS ON EACH SIDE AN WITHIN |
| | 30" OF THE WIDTH REQUIRED FOR EGRESS. |
| | SEE FBC 1007.5.2, FBC 1007.5.5 AND FBC |
| | 1007.5.7.DO NOT QUOTE THOSE CODE |
| | SECTIONS BUT |
| | SHOW A GRAPHIC DEPICTION AND/OR NOTES |
| | TO CLEARLY SHOW THE DESIGN INTENT. |
| | INCLUDE FASTENING AND CONNECTION |
| | DETAILS. |
| | |
| | 5) PLEASE PROVIDE THE FIRE DESIGN |
| | NUMBER FOR THE SEVERAL PLACES CALLING |
| | OUT "1 FIRE RATED" SEE FBC 701.5. |
| | |
| | |
| | 6) SECTION 1/A, SHEET 3. THE STEEL |
| | COLUMN IS 3"X3"X WHAT? |
| | |
| | 7) SECTION 3/A, WHAT ARE THE |
| | DIMENSIONS,MATERIAL AND CONNECTION |
| | METHODS? |
| | |
| | 8) THE SIX INCH SPACE AT THE TOE RAIL |
| | OF THE GUARD RAIL SHOWN IN SECTION 3/A |
| | DOES NOT COMPLY WITH FBC 1015.3.IF THE |
| | GUARD RAIL IS A DELEGATED DESIGN SHOW |
| | MINIMUM REQUIRED LOADS AS PROVIDED FOR |
| | IN FBC 1608.2.2. |
| | |
| | 9) THE SECOND FLOOR STAIRS ARE REQUIRED |
| | TO BE ENCLOSED WITH FIRE RATED |
| | CONSTRUCTION AND TO PROVIDE A PROTECTED |
| | PATH TO THE OUTSIDE. |
| | SEE FBC 1006.1.1 AND FBC 1010.1. |
| | |
| | 10) TWO INDEPENDENT EXITS ARE REQUIRED |
| | FROM THE SECOND FLOOR.SEE FBC |
| | 1004.2.1 AND 1027.1.FURTHER, THE |
| | TRAVEL DISTANCE IS >75' SO A SINGLE EXIT |
| | IS NOT ALLOWED FOR GROUP B OCCUPANCY IN |
| | THIS CASE.SEE ALSO FBC 303.1 #4 WITH R |
| | ESPECT TO MIXED OCCUPANCIES. |
| | |
| | 11) SHOW OR NOTE SPECIFICALLY THE |
| | EXTERIOR TRIMS TO BE USED AS TO MATERIAL |
| | AND METHODS SEE FBC 104.2. |
