| Plan Review Notes For Permit 01040479 |
| Permit Number |
01040479 |
|
| Review Stop |
B |
| Sequence Number |
3 |
|
| Notes |
| Date |
Text |
| 2001-08-12 00:00:00 | BUILDING PLAN REVIEW | | | PERMIT # 01001040479 | | | 605 EXECUTIVE CENTER DRIVE | | | | | | REVISION: #1 | | | | | | 1)- SBC 104.2.2 ADDITIONAL INFORMATION | | | REQUIRED, THE PLANS SUBMITTED FROM | | | SSTEVEN WALSH DATED 7/26/01 DO NOT INDIC | | | ATE THE SCALE THEY ARE DRAWN BY NOR DO | | | THEY GIVE ANY DIMENSIONS IN WIDTH, | | | WIDTH OR IN HEIGHT BETWEEN FLOORS. | | | | | | 2)- SHEET S-2 INDICATES A FLOOR OPENING | | | THAT ISN'T INDICATED ON THE STRUCTURAL | | | DRAWINGS, PLEASE INDICATE THE USAGE, IF | | | IT IS FOR VENTING, PLEASE GIVE THE U.L. | | | RATING FOR THE CHASE. | | | | | | 3)- SHEET SEC-AD TYPICAL COLUMN DETAIL: | | | PLEASE GIVE THE ASSEMBLY RATING FOR THIS | | | DETAIL, THANK YOU. | | | | | | 4)- DISCREPANCY: THE SOILS REPORT FROM | | | ARDAMAN & ASSOCIATES 8.3 FOUNDATIONS: | | | " ALL CONTINUOUS FOUNDATIONS SHOULD BE | | | AT LEAST 30" WIDE, AND ALL INDIVIDUAL | | | COLUMN FOOTINGS SHOULD HAVE A MINIMUM | | | WIDTH OF 30 INCHES". HAS THE NEW DESIGN | | | FROM WALSH BEEN REVIEWED BY THE SOILS | | | ENGINEER, A LETTER FROM ARDAMAN WILL BE | | | REQUIRED ADDRESSING THE NEW FOUNDATION | | | DESIGN AND THE NEW CONFIGURATION OF | | | FOOTING & FOUNDATIONS, (SIGNED/SEALED). | | | BUILDING PLAN REVIEW | | | JIM WITMER | | | (561) 659-8096 X 8412 |
|
