Date |
Text |
2003-04-16 00:00:00 | BUILDING PLAN REVIW |
| CONTINUED 4/16/03 |
| |
| *****STAIR TOWERS****** |
| 42) SECTION 1005.6.6 APPROVED BARRIERS: |
| A STAIRWAY IN A SMOKEPROOF ENCLOSURE |
| SHALL NOT CONTINUE BELOW GRADE LEVEL |
| UNLESS AN APPROVED BARRIER IS PROVIDED |
| AT THE GROUND LEVEL TO PREVENT PERSONS |
| FROM ACIDENTALLY CONTINUING INTO THE |
| BASEMENT. |
| 1007.1.5 ENCLOSED EXIT STAIRWAYS |
| THAT CONTINUE BEYOND THE FLOOR OF DIS- |
| CHARGE SHALL BE INTERRUPTED AT THE FLOOR |
| OF DISCHARGE BY PARTITIONS, DOORS OR |
| OTHER EFFECTIVE MEANS. |
| STAIR TOWERS 1, 2& 3 HAVE THIS CONDI |
| TION THAT REQUIRES SOME MEANS TO PREVENT |
| A PERSON FROM TURNINGIN THE WRONG |
| DIRECTION AND DECENDING INTO THE |
| BASEMENTS. |
| |
| 43)SECTION 1006.1.3.2 EXTERIOR WALLS OF |
| AN ENCLOSED STAIRWAY SHALL COMPLY WITH |
| THE REQUIREMENTS OF TABLE 600 FOR EXTER- |
| IOR WALLS. WHERE NONRATED WALLS OR |
| UNPROTECTED OPENINGS ARE USED TO ENCLOSE |
| THE EXTERIOR OF THE STAIRWAY, THE BUILD |
| ING ENCLOSURE WALLS WITHIN 10 FT HORIZON |
| TALLY OF THE NONRATED WALLS OR UNPROTECT |
| ED OPENINGS SHALL BE CONSTRUCTED AS REQU |
| IRED FOR STAIRWAY ENCLOSURES, INCLUDING |
| OPENING PROTECTIVES, BUT NEED NOT EXCEED |
| 1-HR FIRE RATING W 3/4 HOUR OPENING PROT |
| ECTIVE. THIS CONSTRUCTION SHALL EXTEND |
| VERTICALLY FROM THE GROUD TO A POINT |
| 10 FT ABOVE THE TOP MOST LANDING OF THE |
| STAIRWAY OR TO THE ROOF LINE, WHICHEVER |
| IS LOWER. |
| STAIRWELLS 1,2 & 3 HAVE THIS CONFIG |
| URATION WHERE THE WINDOWS/ DOORS EITHER |
| SIDE OF THE OPENING OR ABOVE THE OPENING |
| ARE NOT RATED. |
| STAIRWELL # 3 SEE 1005.6.8.1 FOR |
| SMOKEPROOF ENCLOSURE BY NATURAL VENTIL- |
| ATION VESTIBULE AS OPTION. |
| |
| 43) RETAIL AREAS, 1004.1.2 EVERY ROOM OR |
| TENANT SPACE WHICH HAS AN OCCUPANT LOAD |
| OF 50 OR MORE PERSONS SHALL NOT HAVE |
| LESS THAN 2 EGRESS DOORS, REMOTELY |
| PLACED. IF THESE SPACES ARE FITTED OUT |
| AS RESTARAUNTS, THE BACK EXIT IF THROUGH |
| THE KITHEN CAN'T BE COUNTED AS AN EXIT! |
| JUST A WORD OF CAUTION! |
| |
| 44) 1012.1.2 EGRESS DOORS SHALL SWING IN |
| THE DIRECTION OF TRAVEL (1) WHEN SERVING |
| AN OCCUPANT LOAD OF 50 OR MORE, SEE |
| GYMNASIUN DOOR! PROVIDE ADDITIONAL INFO |
| FOR THE CARD READER ON THIS DOOR, LOSS |
| OF POWER FAIL SAFE OPEN OR FAIL SAFE |
| SECURE? |
| |
| 45) ID-9-0 ELEVATORS 3003.4.1 PROVIDE |
| LAYOUT INDICATING STRETCHER REQUIREMENTS |
| |
| 46) ELEVATOR SIGNAGE 3003.3. |
| |
| 47)1503.4.2 OVERFLOW DRAINS SHALL BE |
| THE SAME SIZE AS ROOF DRAINS, INSTALLED |
| WITH THE INLET FLOW LINE LOCATED 2" |
| 0BOVE THE LOWEST POINT OF THE ROOF LINE. |
| OVERFLOW SCUPPERS SHALL BE A MINIMUM OF |
| 4"IN HEIGTH AND SHALL BE PLACED IN WALLS |
| OR PARARETS WITH THE INLET FLOW LINE |
| NOT LESS THAN 2" ABOVE THE ROOF SURFACE. |
| |
| SHEET A-10.02 DETAIL # 2/ WHAT IS THE |
| OVERFLOW SCUPPER SIZE? |
| |
| 48) 1503.4.4 PROTECTION AGAINST DECAY & |
| TERMITES. CONDENSATE LINES & ROOF DOWN |
| SPOUTS SHALL DISCHARGE AT LEAST 1 FT. |
| AWAY FROM THE STRUCTURE SIDEWALL, |
| WHETHER BY UNDERGROUND PIPING, TAIL EX- |
| TENSIONS, OR SPLASH BLOCKS. |
| |
| 49) 1511.7 ROOF MOUNTED MECHANICAL UNITS |
| SHALL BE MOUNTED ON CURBS RAISED A |
| MINIMUM OF 8 INCHES ABOVE THE ROOF SUR- |
| FACE, OR WHERE ROOFING MATERIALS EXTEND |
| BENEATH THE UNIT, ON RAISED EQUIPMENT |
| SUPPORTS PROVIDING A MINIMUM CLEARENCE |
| HEIGTH IN ACCORDANCE WITH TABLE 1511.7. |
| |
| 50) SHEET A-5.14 LOWER PARKING FLOOR, |
| THE 7'-0" CLEAR FLOOR HEIGHT MUST BE |
| MAINTAINED, THIS IS A MINIMUM!!!! |
| |
| 51) INDICATE WHAT HR RATING THE CONCRETE |
| BLOCK USED WILL BE, EQUIVALENT THICKNESS |
| WILL BE FOR THE MANUFACTURER USED? |
| TABLE 709.3.1. |
| |
| 52) SHEET A10.07 FABRIC CANOPY- FABRIC |
| IS TO BE FIRE RETARDANT TREATED FABRIC. |
| F102.2.8. |
| |
| 53) SHEET A-10.10 TEAHOUSE/ TRILLIS |
| NO TYPE VI CONSTRUCTION IN THE FIRE |
| DISTRICT |
| |
| 54) ID-2.2 MAIN LOBBY CURVED SOFFITS, |
| DROPPED CEILING, FIBERGLASS PLASTIC |
| DOME( ID-4.1 DETAIL 6) ADDITIONAL INFO, |
| HOW TO HANG, MAN SPEC FLAME SPREAD/ |
| SMOKE DEVELOPMENT? |
| |
| 55) ID-4.2 MAIL KIOSK DETAILS 3&6, REACH |
| RANGES?11-4.2.5/11-4.2.6 FL ACC CODE. |
| |
| 56)BEFORE A PERMIT TO CONSTRUCT, MAY |
| BE ISSUED, IMPACT FEES MUST BE PAID TO |
| PALM BEACH COUNTY. THE ACTUAL PERMIT |
| SET OF PLANS MUST BE STAMPED BY THAT |
| OFFICE, AND A COPY OF THE PAID RECEIPT |
| ATTACHED TO THE PERMIT APPLICATION. |
| PLEASE CALL (561)233-5025 FOR MORE |
| INFORMATION. |
| |
| 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. SUBMIT (1) SET OF OLD DRAWINGS WITH |
| THE PLANS WHEN RESUBMITTING PLANS. A |
| TRANSMITTAL LETTER LISTING THE ORIGINAL |
| REVIEW NUMBER, WITH A DESCRIPTION OF THE |
| REVISION MADE, IDENTIFYING 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 |
| BUILDING PLAN REVIEW |
| TEL: (561)659-8096 X 8412 |
| FAX: (561)659-8026 |