| Date |
Text |
| 2001-12-31 00:00:00 | BUILDING PLAN REVIEW |
| | 2400 CENTREPARK WEST DRIVE/ #175 |
| | PERMIT # 01120616 |
| | CONT. HEDRICK BROTHERS |
| | TEL. 689-8880 |
| | |
| | SBC= 1997 STANDARD BUILDING CODE |
| | SBC*= AMENDMENTS STANDARD BUILDING CODE |
| | |
| | 1)- THE ORIGINAL SHELL PERMIT FOR THE |
| | WAREHOUSE SHOWS THE DUMPSTER LOCATION |
| | AT A DIFFERENT LOCATION THAN THE TENANT |
| | BUILD OUT LOCATION. WILL NEED ZONING AND |
| | ENGINEERING APPROVAL. |
| | |
| | 2)- THE NEW GAS PUMP LOCATION WILL ALSO |
| | REQUIRE APPROVAL FROM ZONING AND ENGIN- |
| | EERING. ADDITIONAL INFORMATION WILL BE |
| | REQUIRED.INDICATE CODE COMPLIANCE WITH |
| | SECTIONS 404.2.3-404.2.7.PUMPS AND OTHER |
| | DISPENSING DEVISES. |
| | |
| | 3)- SHEET A-1 DOOR #116 AS INDICATED |
| | NEED TO SWING IN THE DIRECTION OF EGRESS |
| | WHEN SERVING AN OCCUPANT LOAD OF 50 OR |
| | MORE. OCCUPANT LOAD FOR OFFICE AREA |
| | ALONE OVER 50. |
| | |
| | 4)- SBC104.2.2* ADDITIONAL INFORMATION |
| | REQUIRED. TYPE OF BUSINESS, TYPE OF |
| | USEAGE FOR ROOM # 115? WAREHOUSE, TYPE |
| | OF MATERIALS?3'-0" DEEP RACKS, TYPE OF |
| | MATERIAL TO BE STORED? HEIGTH OF RACKS? |
| | INDICATE THE STORAGE AREAS, IT IS CRITIC |
| | AL THAT THE REQUIRED MEANS OF EGRESS BE |
| | DESIGNATED & MAINTAINED TO ENSURE THAT |
| | OBSTRUCTIONS BE ELIMINATED. SPECIAL |
| | MARKINGS OR SOME TYPE OF RAILING OR |
| | SCREENING MAY BE USED TO SEPERATE THE |
| | DESIGNATED MEANS OF EGRESS FROM THE |
| | STORAGE. |
| | |
| | 5)- SBC 104.2.2 ADDITIONAL INFORMATION |
| | ON LIFT, NOTE # 9. |
| | |
| | 6)- SHEET A-3 THE WRONG ROOM #'S ASSIGN- |
| | ED TO ELE. OF RESTROOMS. |
| | |
| | 7)- SBC 1204.2 SURROUNDING MATERIALS, |
| | THE FLOORS & WALLS OF ALL PUBLIC REST- |
| | ROOMS SHALL BE LINED WITH NONABSORBANT |
| | MATERIALS TO A HEIGTH OF 4 FT ABOVE THE |
| | FLOOR. |
| | |
| | 8)- FL ACCESS CODE 4.5 FLOOR SURFACES AL |
| | ONG ACCESSIBLE ROUTES AND IN ACCESSIBLE |
| | ROOMS & SPACES INCLUDING FLOORS, WALKS, |
| | RAMPS & STAIRS SHALL BE FIRM, SLIP- |
| | RESISTANT.ADDAGG 4.5 A STATIC COEFFIC- |
| | IENT OF FRICTION OF 0.6 IS RECOMMENDED |
| | FOR ACCESSIBLE ROUTES & 0.8 FOR RAMPS. |
| | |
| | 9)- MISSING FIRE SPRINKLER DRAWINGS. |
| | |
| | BUILDING PLAN REVIEW |
| | JIM WITMER |
| | (561) 659-8096 X 8412 |
