Date |
Text |
2003-04-07 00:00:00 | |
| BUILDING PLAN REVIEW |
| PERMIT: 03030318 |
| ADD: 1009 BANYAN BLVD |
| CONT: BURKHARDT CONSTRUCTION |
| TEL: (561)659-1400 |
| FL BLD CODE= 2001 FLORIDA BUILDING CODE |
| |
| 1) FL BLD CODE 1804.2.2 QUESTIONABLE |
| SOILS, WHERE THE BEARING CAPACITY IS |
| NOT DEFINETLY KNOWN OR IS IN QUESTION. |
| S-4 FOUNDATION REQUIREMENTS (1) RECOMEN- |
| DATIONS ON SOILS AND FOUNDATIONS INVEST- |
| IGATION PREPAARED BY AND APPROVED TEST- |
| ING LABORATORY PRIOR TO FOUNDATION |
| WORK. |
| |
| 2)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. NO INFORMATION IS SUBMITTED ON |
| THE SITE PLAN TO GET FROM THE HANDICAP- |
| PED PARKING TO THE BUILDING. |
| |
| 3) 11-4.1.6(H) IF A PARTICULAR |
| ENTRANCE IS NOT MADE ACCESSIBLE, APPRO- |
| PRIATE ACCESSIBLE SIGNAGE INDICATING THE |
| LOCATION OF THE NEAREST ACCESSIBLE |
| ENTRANCE(S) SHALL BE INSTALLED AT OR |
| NEAR THE INACCESSIBLE ENTRANCE, SUCH |
| THAT A PERSON WITH DISABILITIES WILL |
| NOT BE REQUIRED TO RETRACE THE APPROACH |
| ROUTE FROM THE INACCESSIBLE ENTRANCE. |
| |
| 1003.2.7 CHANGES IN LEVEL IN MEANS OF |
| EGRESS SHALL BE EITHER BY A RAMP OR A |
| STAIR WHERE THE ELEVATION DIFFERENCE IS |
| MORE THAN 21". INDICATE HANDICAPPED |
| EGRESS, SEE 1012.1.2 EGRESS DOORS TO |
| BE SIDE SWINGING. |
| |
| 4)11-4.13.6 MANEUVERING CLEARENCES |
| AT DOORS. MINIMUM MANEUVERING CLEARENCES |
| AT DOORS THAT ARE NOT AUTOMATIC OR |
| POWER-ASSISTED SHALL BE AS SHOWN IN |
| FIG. 25. THE FLOOR OR GROUND AREA WITH |
| IN THE REQUIRED CLEARENCES SHALL BE |
| CLEAR & LEVEL. |
| FIRST FLOOR RESTROOM DOOR AND EXTERIOR |
| DOOR, INROOM 103 BY ROOM 104. |
| |
| 5)11-4.1.2 VERTICAL ACCESSIBILITY, |
| NOTHING IN THIS CODE SHALL BE CONSTRUED |
| TO RELIEVE THE OWNER OF ANY BUILDING, |
| STRUCTURE OR FACILITY FROM THE DUTY TO |
| PROVIDE VERTICAL ACCESSIBILITY TO ALL |
| LEVELS ABOVE OR BELOW THE OCCUPIAABLE |
| GRADE LEVEL. |
| |
| 6) 11-4.1.3(9)IN BUILDINGSOR FACILITIES, |
| OR PORTIONS OF BUILDINGS OR FACILITIES, |
| REQUIRED TO BE ACCESSIBLE, ACCESSIBLE |
| MEANS OF EGRESS SHALL BE PROVIDED IN THE |
| SAME NUMBER AS REQUIRED FOR EXITS REQUIR |
| ED BY LOCAL BUILDING/ LIFE SAFETY REGU- |
| LATIONS. WHERE A REQUIRED EXIT FROM AN |
| OCCUPIABLE LEVEL ABOVE OR BELOW A LEVEL |
| OF EXIT DISCHARGE IS NOT ACCESSIBLE, |
| AN AREA OF RESCUE ASSISTANCE SHALL BE |
| PROVIDED ON EACH SUCH LEVEL. |
| |
| 7) EXTERIOR EXIT STAIRWAYS 1006.2.4 |
| EXTERIOR STAIRS SHALL BE SEPERATED FROM |
| THE INTERIOR OF THE BUILDING BY WALLS |
| WITH A FIRE RESISTANCE RATING OF NOT |
| LESS THAN 1 HR WITH FIXED OR SELF-CLOS- |
| ING OPENING PROTECTIVES OF NOT LESS THAN |
| 1-HR. |
| OPENINGS WITHIN THE 10' HORIZONTAL EXTEN |
| TIONOFTHE PROTECTED WALLS BEYOND THE |
| STAIRWAY SHALL BE EQUIPED WITH FIXED |
| 3/4 HR ASSEMBLIES. SEE ATTACHMENT. |
| |
| 8) SHEET S-4 LIVE LOADS SEE TABLE 1604.1 |
| FLOOR LOADS LIVE: |
| OFFICES50 LBS |
| CORRIDORS80 LBS |
| |
| 9) FL BLD CODE 1606.1.5: COMPONENTS & |
| CLADDING, PROVIDE 2 COPIES(3 IF THRESH- |
| OLD OR RESIDENT INSPECTOR) OF PRODUCT |
| TESTING REPORT, SBCCI OR DADE COUNTY |
| REPORT ARE ACCEPTED. MISSING REPORTS: |
| A) MULLIONS |
| B) LOUVERS |
| C) ROOFING REPORT FOR-75 PRESSURE |
| |
| 10) 1707.4.5.1 MULLIONS OCCURRING |
| BETWEEN INDIVIDUAL WINDOW AND GLASS |
| DOOR ASSEMBLIES. TESTING REPORTS ARE |
| REQUIRED BY AN APPROVED TESTING |
| LABORATORY OR BE ENGINEERED. |
| |
| 11) 1707.4.5.2 MULLIONS SHALL BE DESIGN- |
| ED TO TRANSFER THE DESIGN PRESSURE LOADS |
| APPLIED BY THE WINDOW OR DOOR ASSEMBLIES |
| TO THE ROUGH OPENING SUBTRATE. |
| |
| 12) 1606.4.4 ANCHOR METHODS. PROVIDE |
| INFORMATION FOR INSTALLATION OF DOOR |
| AND WINDOW BUCKS. |
| |
| 13)1707.4.3 EACH EXTERIOR DOOR |
| ASSEMBLY NOT COVERED BY 1707.4.2 |
| (GLAZED DOORS) SHALL BE LISTED AND TEST- |
| ED FOR A PERIOD EQUAL TO THE QUANITY |
| 3600/ V WHERE THE TIME PERIOD IS IN |
| SECTIONS AND V IS IN MILES PER HR TAKEN |
| FROM FIGURE 1606. THE TIME PERIOD SHALL |
| ALSO INCLUDE A 10 SECOND PERIOD AT A |
| LOAD EQUAL TO 1.5 TIMES THE DESIGN |
| PRESSURE. DADE COUNTY & SBCCI REPORTS |
| ARE ACCEPTED. |
| |
| 14) DESIGN PROFESSIONALS TO INDICATE ON |
| THE STEEL DOOR APPLICATION IF TYPE I APP |
| LICATION OR IF TYPE 2 APPLICATION. |
| |
| 15) SHEET S-1 DOESN'T INDICATE WHAT IS |
| TO OCCUR THAT THE OVERHEAD DOOR WHERE |
| BLOCK IS REMOVED, COLUMN? |
| |
| 16)1503.4 ROOF DRAINS UNLESS ROOFS ARE |
| SLOPED TO DRAIN OVER THE ROOF EDGE, ROOF |
| DRAINS SHALL BE INSTALLED AT THE LOWEST |
| POINT OF THE ROOF. WHERE REQUIRED FOR |
| ROOF DRAINAGE,SCUPPERS SHALL BE LOCATED |
| AS DETERMINED BY THE ROOF SLOPE AND CON- |
| TRIBUTING ROOF AREA. |
| |
| 17)1503.4.2 OVERFLOW DRAINS SHALL BE |
| THE SAME SIZE AS ROOF DRAINS, INSTALLED |
| WITH THE INLET FLOW LINE LOCATED 2" |
| ABOVE 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. |
| |
| 18) WHAT IS TO BE STORED IN ROOM # 103? |
| |
| 19) WHAT WILL THE USAGE BE FOR ROOM |
| # 104? |
| |
| 20)TABLE 803.3 MINIMUM INTERIOR FINISH |
| CLASSIFICATION; PROVIDE INFORMATION |
| BASED ON INTERIOR FINISH REQUIREMENTS |
| BASED ON OCCUPANCY |
| |
| 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 |