| Date |
Text |
| 2002-04-30 00:00:00 | BUILDING PLAN REVIEW |
| | PERMIT# 02041858 |
| | 1501 N AUSTRALIAN AV |
| | CONT: WHITING- TURNER |
| | TEL: 718-2367 |
| | |
| | FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| | |
| | 1)- PLANS SUBMITTED AFTER FEB. 28,2002 |
| | SHALL BE DESIGNED & REVIEWED UNDER THE |
| | 2001 FL. BUILDING CODE, NOT THE 97 SBC. |
| | |
| | 2)- FL. BLD CODE 1606.1.7 THE FOLLOWING |
| | INFORMATION RELATED TO WIND SHALL BE |
| | SHOWN ON THE CONSTRUCTION DRAWINGS, |
| | 1)- BASIC WIND SPEED, MPH |
| | 2)- WIND IMPORTANCE FACTOR, & BUILDING |
| | CATEGORY |
| | 3)- WIND EXPOSURE |
| | 4)- INTERNAL PRESSURE COEFFICIENT, |
| | 5)- COMPONENTS & CLADDING, THE DESIGN |
| | WIND PRESSURES IN TERMS OF PSF. |
| | |
| | 3)- FOOT BRIDGE- TABLE 1604.1 LIVE LOADS |
| | INDICATE WHAT LOADS THE FOOT BRIDGE IS |
| | DESIGNED TO? |
| | |
| | 4)- FL BLD CODE 1604.9 SIDEWLKS SHALL BE |
| | DESIGNED TO CARRY EITHER A UNIFORM DIS- |
| | TRIBUTED LOAD OF 200LBS OR A CONCENTRA- |
| | TED LOAD OF 8,000 LBS ON A SPACE 2 1/2 |
| | SQ FT AND PLACED IN ANY POSITION, WHICH- |
| | EVER WILL PRODUCE THE GREATER STRESS. |
| | |
| | 5)- SHEET P-1 INDICATES MONUMENTAL |
| | STAIRS ENTERING THE POOL PAVILION, TWO |
| | ISSUES ARE TO BE CLARIFIED, HANDICAPPED |
| | EGRESS? SINCE A SITE PLAN WAS NOT ENCLUD |
| | ED WE ARE ASSUMING THAT THE 6"-0" WALK- |
| | WAY MEETS THE FL. ACCESSIBILITY REQUIRE- |
| | MENTS. THE SECOND ISSUE WILL BE THE RE- |
| | QUIREMENT FOR INTERMEDIATE HANDRAILS. FL |
| | BLD CODE 1007.5.7 HANDRAILS SHALL BE PRO |
| | VIDED WITHIN 30" OF ALL PORTIONS OF THE |
| | STAIR WIDTH REQUIRED FOR EGRESS CAPACITY |
| | IN ACCORDANCE WITH TABLE 1004. THE |
| | REQUIRED EGRESS WIDTH SHALL BE ALONG THE |
| | NATURAL PATH OF TRAVEL. THE CODE COMMEN |
| | TARY DOES GIVE SOME LATITUDE IN THE RE- |
| | QUIRED DIMENSIOIN BETWEEN HANDRAILS. THE |
| | MAIN CRITERIA IS WHAT IS THE OCCUPANT |
| | LOAD FOR THIS STAIRWAY? WILL THE (2) |
| | NEW HANDRAILS GIVE US ADEQUATE ACCESS |
| | AS REQUIRED UNDER TABLE 1004? SEE ATTACH |
| | MENT. |
| | |
| | 6)- MISSING INFORMATION ON SHELTER TO |
| | BE MOVED? |
| | |
| | SHEET AD-2 |
| | 7)- 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. |
| | 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. |
| | THE AREAS IN AND AROUND THE PLAY- |
| | GROUND ARE TO BE ACCESSIBLE FOR WHEEL- |
| | CHAIRS, AD-4 SEC 5 INDICATES THE USE OF |
| | MULCH AS A FIRM SURFACE, PLEASE PROVIDE |
| | ADDITIONAL DATA. THE FLORIDA ACCESSIBL- |
| | ITY CODE GIVES THE LAW AS TO WHAT CAN & |
| | CAN'T BE USED. THERE IS FEDERAL GUIDE- |
| | LINE ADA ACCESSIBILITY GUIDELINES FOR |
| | PLAY AREAS. IN THE GUIDELINE IT GIVES |
| | TERMS, AND STANDARDS. FOR EXAMPLE,"USE |
| | ZONE" THE GROUND LEVEL BENEATH AND IMMED |
| | IATELY ADJACENT TO A PLAY STRUCTURE OR |
| | PIECE OF EQUIPMENT THAT IS DESIGNED BY |
| | ASTM F 1487 STANDARD CONSUMER SAFETY |
| | PERFORANCE SPECIFICATION FOR PLAYGROUND |
| | EQUIPMENT FOR PUBLIC USE FOR UNRESTRICT- |
| | ED CIRCULATION. |
| | THIS GUIDELINE ALSO SHALL INDICATE |
| | THE RATIO OF PLAYGROUND EQUIPMENT THAT |
| | NEEDS TO BE ACCESSIBILE. |
| | PLANS STATE THAT THE PLAYGROUND |
| | EQUIPMENT WILL BE PERMITED SEPERATELY, |
| | THESE ELEMENTS SHALL BE ADDRESSED. |
| | |
| | 8) SHEET AD-6 OVERLOOK TOWER NOT ACCESSI |
| | BLE 11-4.1.2 VERTICAL ACCESSIBILITY, |
| | NOTHING IN THIS CODE SHALL BE CONSTRUED |
| | TO RELIEVE THE OWNER OF ANY BUILDING, |
| | SSTRUCTURE OR FACILITY FROM THE DUTY TO |
| | PROVIDE VERTICAL ACCESSIBILITY TO ALL |
| | LEVELS ABOVE OR BELOW THE OCCUPIAABLE |
| | GRADE LEVEL. |
| | S |
| | |
| | ANY QUESTIONS PLEASE CALL, |
| | JIM WITMER |
| | BUILDING PLAN REVIEW |
| | DEPARTMENT OF CONSTRUCTION SERVICES |
| | CITY OF WEST PALM BEACH |
| | (561) 659-8096 EXT. 8412 |
