| Date |
Text |
| 2002-08-14 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT:02071609 |
| | ADD:1400 NORTHPOINT |
| | CONT: LTI DEVELOPMENT |
| | TEL: (561)478-1841 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) INDICATE BUILDING TYPE, PROTECTED OR |
| | NON-PROTECTED, FIRE SPRINKLERED? TABLE |
| | 500 / OCCUPANCY VS SQ FT? |
| | |
| | 2)704.2.1.4 CORRIDOR PARTITIONS, SMOKE |
| | STOP PARTITIONS, HORIZONTAL EXIT PART- |
| | ITIONS, EXIT ENCLOSURES, AND FIRE |
| | RATED WALLS REQUIRED TO HAVE PROTECTED |
| | OPENINGS SHALL BE EFFECTIVELY AND |
| | PERMANETLY IDENTIFIED WITH SIGNS OR |
| | STENCILING IN A MANNER ACCEPTABLE TO THE |
| | AUTHORITY HAVING JURISDICTION. SUCH IDEN |
| | TIFICATION SHALL BE ABOVE ANY DECORATIVE |
| | CEILING CEILING AND IN CONCEALED SPACES. |
| | SUGGESTED WORDING" FIRE & SMOKE BARRIER |
| | PROTECT ALL OPENINGS". |
| | |
| | 3) SHEET A-1.1 1 HR DIMISSING WALL DE- |
| | TAIL, DRYWALL NOR TRACK GO ALL THE WAY |
| | TO THE ROOF DECK. 705.6 |
| | |
| | 4) 705.7.1 FIRE RESISTANT JOINT SYSTEMS |
| | THE JOINT LEFT BETWEEN THE WALL AND |
| | THE FLOOR/CEILING ASSEMBLY OR CEILING/ |
| | ROOF ASSEMBLY SHALL BE PROTECTED BY AN |
| | APPROVED FIRE RESISTANT JOINT SYSTEM |
| | DESIGNED TO RESIST THE PASSAGE OF FIRE |
| | FOR A TIME PERIOD NOT LESS THAN REQUIRED |
| | FOR THE WALL. |
| | |
| | 5) TABLE 803.3 MINIMUM INTERIOR FINISH |
| | CLASSIFICATION; PROVIDE INFORMATION |
| | BASED ON INTERIOR FINISH REQUIREMENTS |
| | BASED ON OCCUPANCY |
| | |
| | 6) 1005.2 DEAD END POCKETS. EXIT ACCESS |
| | SHALL BE SO ARRANGED THAT DEAD END POC- |
| | KETS OR HALLWAYS IN EXCESS OF 20 FT LONG |
| | SHALL NOT OCCUR. |
| | |
| | 7) PROVIDE ADDITIONAL INFORMATION ON |
| | ELECTRIC LOCKING MECHANISMS, 1012.6.1. |
| | PROVIDE MANUFACTURERS SPEC. |
| | |
| | 8) PROVIDE ROOM USAGE, PLEASE INDICATE |
| | ON FLOOR PLAN. |
| | |
| | 9)11-4.1.3(3) GROUND & FLOOR SURFACES |
| | ALONG ACCESSIBLE ROUTES & IN ACCESSIBLE |
| | ROOMS & SPACES SHALL COMPLY WITH |
| | 11-4.5. SEE ADDAAG A4.5.1 (GUIDELINE) |
| | A STATIC COEFFICIENT OF FRICTION OF 0.6 |
| | IS RECOMENDED FOR ACCESSIBLE ROUTES |
| | AND 0.8 FOR RAMPS. |
| | |
| | LOOK FOR COMMENTS BY THE OTHER PLAN |
| | REVIEW DISCIPLINES THAT MAY BE WRITTEN |
| | ON THE APPLICATION, PLANS, OR ATTACHED |
| | SEPARATELY. WHEN RESUBMITTING PLANS |
| | PLEASE CLEARLY INDICATE THE REVISION AND |
| | REMOVE AND REPLACE ANY PAGES AS NECESS- |
| | ARY. A TRANSMITTAL LETTER LISTING THE |
| | ORIGINAL REVIEW COMMENT NUMBER, WITH A |
| | DESCRIPTION OF THE REVISION MADE, IDEN- |
| | TIFYING THE SHEET OR SPECIFICATION PAGE |
| | WHERE THE CHANGES CAN BE FOUND, WILL |
| | HELP TO EXPEDITE YOUR PERMIT. THANK YOU |
| | FOR YOUR ANTICIPATED COOPERATION. |
| | JIM WITMER |
| | PLAN REVIEW |
| | TEL: (561)659-8096 EX.8412 |
| | FAX: (561)659-8026 |
