| Date |
Text |
| 2002-07-30 00:00:00 | |
| | BUILDING PLAN REVIEW |
| | PERMIT:02061083 |
| | ADD: 700 S ROSEMARY AV #212 |
| | CONT: SHAKMAN CONSTRUCTION |
| | TEL: (561)750-8288 |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1) TOTAL OCCUPANT LOAD GIVEN 413, VS |
| | TABLE 103.1 CALCULATION @ 510. |
| | |
| | 2) PLANS STATE THAT 3 EXIT DOORS ARE |
| | AVAILABLE, SEC 1001.1.3 STATES THAT |
| | MEANS OF EGRESS SHALL NOT BE PERMITTED |
| | THROUGH KITHENS OR RESTROOMS, ONLY (2) |
| | EXITS EXIST. |
| | |
| | 3) MAXIMUM OCCUPANT LOAD FOR THE (2) |
| | EXITS, 34"X3=102"/.2= 510 PERSONS, |
| | MAXIMUM. |
| | |
| | 4) TABLE 704.1, OCCUPANCY SEPERATION |
| | REQUIES 2HRS., NO INFO GIVEN FOR DOOR |
| | OPENING A-001 REQUIRES 1 1/2 HR. PROTEC- |
| | TION, SEE TABLE 705.1.2. |
| | |
| | 5) 1019.7 (1-2) PANIC HARDWARE REQUIRED |
| | FOR A-2 > 300 PERSONS. |
| | |
| | 6) COOLER DOOR VS CORRIDOR 012: |
| | DURING ITS SWING, ANY DOOR IN A MEANS OF |
| | EGRESS SHALL LEAVE UNOBSTRUCTED AT LEAST |
| | ONE HALF OF THE REQUIRED WIDTH OF THE |
| | AISLE, CORRIDOR, PASSAGEWAY OR LANDING, |
| | NOR PROJECT MORE THAN 7" INTO THE |
| | REQUIRED WIDTH OF AN AISLE, CORRIDOR OR |
| | LANDING WHEN FULLY OPEN. |
| | |
| | 7) SEC 1019.8.1.IN BUILDING OF A GROUP A |
| | OCCUPANCY, FLIGHTS OF LESS THAN 3 RISERS |
| | SHALL NOT BE USED IN INTERIOR OR EXTER- |
| | IOR STAIRWAYS, EXIT PASSAGEWAYS, AILES, |
| | AT ENTRANCE OR ELSEWHWHERE IN CONNECTION |
| | WITH REQUIRED EXITS. |
| | |
| | 8)11-4.1.3(1) AT LEAST ONE ACCESSIBLE |
| | ROUTE COMPLYING WITH 11-4.3 SHALL |
| | CONNECT ACCESSIBLE BUILDING OR FACILITY |
| | ENETRANCES WITH ALL ACCESSIBLE SPACES |
| | AND ELEMENTS WITHIN THE BUILDING OR |
| | FACILITY. |
| | |
| | 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. |
| | |
| | 10) 11-5.2 COUNTERS & BARS, 11-5.4 |
| | DINING AREAS, INDICATE CODE COMPLIANCE. |
| | |
| | 11) 1016.1.1MEANS OF EGRESS ILLUMINATION |
| | ILLUMINATION OF MEANS OF EGRESS SHALL BE |
| | PROVIDED IN ACCORDANCE WITH THIS SECTION |
| | FOR EVERY BUILDING AND STRUCTURE.FOR THE |
| | PURPOSE OF THIS REQUIREMENT, EXIT ACCESS |
| | SHALL INCLUDE STAIRS, AILES, CORRIDORS |
| | RAMPS, AND EXIT PASSAGEWAYS LEADING TO A |
| | PUBLIC WAY. |
| | |
| | 12) 1016.1.3 THE FLOORS AND OTHER WALK- |
| | ING SURFACES WITHIN AN EXIT AND WITHIN |
| | THE PORTIONS OF THE EXIT ACCESS AND EXIT |
| | DISCHARGE DESIGNATED IN 1016.1.1 SHALL |
| | BE ILLUMINATED TO VALUES OF AT LEAST |
| | 1-FT CANDLE MEASURED AT THE FLOOR. |
| | |
| | 13) EMERGENCY LIGHTING AND STANDBY POWER |
| | 1016.2.1 FOR THE PURPOSE OF THIS REQUIRE |
| | MENT EXIT ACCESS SHALL INCLUDE DESIGNAT- |
| | ED STAIRS, AISLES,RAMPS & CORRIDORS. |
| | PROVIDE INFO. |
| | |
| | 14) STAGES & PLATFORMS, LOADS: 403.2.3.1 |
| | THE DESIGN OF PLATFORMS SHALL COMPLY |
| | WITH THE REQUIREMENTS OF CHAP 16. |
| | PROVISIONS SHALL BE MADE FOR THE LOADS |
| | IN 403.2.3.2 AND TABLE 1604.1, LIVE LOAD |
| | |
| | 15) 403.2.4.1 PERMANENT PLATFORMS MAY |
| | BE CONSTRUCTED OF "FIRE RETARDANT TREAT- |
| | ED WOOD"FOR TYPES I, II, III, AND IV |
| | CONSTRUCTION. |
| | |
| | 16) WILL THE SPACE BENEATH THE PERMANENT |
| | PLATFORM BE USED FOR STORAGE OR ANY |
| | OTHER PURPOSE OTHER THAN EQUIPMENT, |
| | WIRING OR PLUMBING? |
| | |
| | 17) SHEET A-5.01 BREWERY WALL DETAIL |
| | INDICATES AN ELEVATED BOOTH ARRANGEMENT, |
| | 11-4.1.3(1) AT LEAST ONE ACCESSIBLE |
| | ROUTTE COMPLYING WITH 11-4.3 SHALL |
| | CONNECT ACCESSIBLE BUILDING OR FACILITY |
| | ENETRANCES WITH ALL ACCESSIBLE SPACES |
| | AND ELEMENTS WITHIN THE BUILDING OR |
| | FACILITY. |
| | |
| | 18) 1204.2 SURROUNDING MATERIALS; |
| | THE WALLS & FLOORS OF ALL PUBLIC REST- |
| | ROOMS SHALL BE LINED WITH NONABSORBANT |
| | MATERIALS TO A HEIGTH OF 4'-0" ABOVE THE |
| | FLOOR. |
| | |
| | 19)1511.7ROOF 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. |
| | |
| | 20) A-3.01 DETAIL MECHANICAL PLATFORM @ |
| | KITHEN, THIS DETAIL, THIS CONSTRUCTION |
| | OF A MEZZANINE SHALL MEET THE REQUIRE- |
| | MENTS OF 503.2.3.1-4. |
| | |
| | 21) INDICATE CODE CONFORMANCE FOR 1 HR |
| | RATING ON WALLS & FLOOR OF MEZZANINE? |
| | |
| | 22) INDICATE THE ALLOWABLE SAFE FLOOR |
| | LOADS OF MEZZANINE, IS EQUIPMENT TO |
| | SET ON THE FLOOR? OR IS THERE ROOM FOR |
| | ADDITIONAL STORAGE? |
| | |
| | 23)106.4.2 STORAGE & FACTORY- INDUS- |
| | TRIAL OCCUPANCIES. IT SHALL BE THE |
| | RESPONSIBILITY OF THE OWNER, AGENT, |
| | PROPIETOR OR OCCUPANT OF GROUP S AND |
| | GROUP F OCCUPANCIES, OR ANY OCCUPANCY |
| | WHERE EXCESSIVE FLOOR LOADING IS LIKELY |
| | TO OCCUR, TO EMPLOY A COMPETENT ARCHI- |
| | TECT OR ENGINEER IN COMPUTING THE SAFE |
| | FLOOR LOAD CAPACITY. ALL SUCH COMPUTA- |
| | TIONS SHALL BE ACCOMPANIED BY AN AFFA- |
| | DAVIT FROM THE ARCHITECT OR ENGINEER |
| | STATING THE SAFE ALLOWABLE FLOOR LOADS |
| | ON EACH FLOOR IN POUNDS PER SQ FT.THE |
| | COMPUTATIONS & AFFADAVIT SHALL BE FILED |
| | AS A PERMANENT RECORD OF THE BLDG DEPT. |
| | |
| | ADDITIONAL SQ FT (MEZZANINE) REQUIRES |
| | REVIEW BY COUNTY FOR POSSIBLE ASSESSMENT |
| | OF IMPACT FEES. |
| | |
| | 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 |
