| Date |
Text |
| 2012-02-28 16:55:19 | BUILDING PLAN REVIEW |
| | PERMIT: 12020282 |
| | ADD: 2275 PALM BEACH LAKES BLVD |
| | CONT: CUTTING EDGE BUILDING SYSTEMS, INC |
| | TEL: (561)282-8265 |
| | |
| | 2007 FLORIDA BUILDING CODE W/ 2009 FBC SUPPLEMENTS |
| | * WEST PALM BEACH AMENDMENTS |
| | |
| | 2007 EXISTING BUILDING CODE LEVEL II 701.3 |
| | COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, |
| | SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS |
| | OF THE FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1ST REVIEW |
| | ACTION: DENIED |
| | |
| | 1A) THE LS-1.0 SHEET INDICATES A NEW HANDICAPPED RAMP |
| | ON THE SIDE OF THE BUILDING. THE QUESTION IS THE FRONT |
| | ENTRY AN ACCESSIBLE ENTRANCE AND OR THE EXTERIOR DOOR |
| | THAT IS PART OF THE S2 CORRIDOR? THE SITE PLAN AS-1 AND |
| | NEW ACCESSIBILTY RAMP DOES NOT CONNECT TO AN ACCESSIBLE |
| | ROUTE OR PART OF THE EXIT DISCHARGE 2007/09 FBC-B |
| | 11-4.1.2(1). |
| | 2007 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE. |
| | ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND |
| | SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE |
| | FLORIDA BUILDING CODE, BUILDING. |
| | |
| | 1B) THE LS-1.0 NOR A-1.0 THE NEW ACCESSIBLE RAMP DOES |
| | NOT INDICATE THE USE OF A LOWER LANDING. 11-4.8.4.(2) |
| | LANDINGS. ALL LANDINGS ON RAMPS SHALL NOT BE LESS THAN |
| | 60" CLEAR, & THE BOTTOM OF EACH RAMP SHALL HAVE NOT |
| | LESS THAN 72" OF STRAIGHT & LEVEL CLEARENCE. |
| | |
| | 2A) NEITHER THE LS-1.0 NOR A-1.0 INDICATE THE USE OF |
| | FIRE RATED WALLS. THE FBC-B TABLE 508.2 REQUIRES WALLS |
| | TO BE FIRE RATED FOR INCIDENTAL USE AREAS (TABLE 508.2) |
| | ROOMA OR AREAS THAT ARE INCLUDED IN THIS CATEGORY ARE |
| | STORAGE ROOMS 100 SQ FT OR LARGER FOR BUILDINGS THAT DO |
| | NOT HAVE FIRE SPRINKLERS. |
| | |
| | 2B) THE CONSTRUCTION OF THESE WALLS ARE AS FOLLOWS: |
| | FBC-B 508.2.2.1 CONSTRUCTION. WHERE TABLE 508.2 |
| | REQUIRES A FIRE-RESISTANCE-RATED SEPARATION, THE |
| | INCIDENTAL USE AREA SHALL BE SEPARATED FROM THE |
| | REMAINDER OF THE BUILDING BY A FIRE BARRIER CONSTRUCTED |
| | IN ACCORDANCE WITH SECTION 706 OR A HORIZONTAL ASSEMBLY |
| | CONSTRUCTED IN ACCORDANCE WITH SECTION 711, OR BOTH. |
| | WHERE TABLE 508.2 PERMITS AN AUTOMATIC |
| | FIRE-EXTINGUISHING SYSTEM WITHOUT A FIRE BARRIER, THE |
| | INCIDENTAL USE AREA SHALL BE SEPARATED FROM THE |
| | REMAINDER OF THE BUILDING BY CONSTRUCTION CAPABLE OF |
| | RESISTING THE PASSAGE OF SMOKE. THE PARTITIONS SHALL |
| | EXTEND FROM THE FLOOR TO THE UNDERSIDE OF THE |
| | FIRE-RESISTANCE-RATED FLOOR/CEILING ASSEMBLY OR |
| | FIRE-RESISTANCE-RATED ROOF/CEILING ASSEMBLY ABOVE OR TO |
| | THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING, OR SUB |
| | DECK ABOVE. |
| | |
| | 3A) SHEET LS-1.0 & A-1.0 DOOR # 1033 PLEASE REVIEW |
| | SECTION FBC-B 11-4.13.6 MANEUVERING CLEARENCES AT |
| | DOORS, A MINIMUM OF 18 INCHES CLEARENCE AT THE LATCH |
| | SIDE. |
| | |
| | 3B) SHEET LS-1.0 & A-1.0 DOOR # 1022 THAT LEADS INTO |
| | THE BREAK ROOM PLEASE REVIEW SECTION FBC-B 11-4.13.6 |
| | MANEUVERING CLEARENCES AT DOORS, A MINIMUM OF 18 INCHES |
| | CLEARENCE AT THE LATCH SIDE. |
| | |
| | 4) SHEET LS-1.0 & A-1.0 THE DOOR BETWEEN CORRIDOR W 2 |
| | AND THE COFFEE STATION 107 HAS TWO ISSUES, THE FIRST |
| | NOT HAVING THE MANEUVERING CLEARENCES REQUIRED BY FBC-B |
| | 11-4.13.6 & SECTION FBC-B 11-4.4.1 PROTRUDING OBJECTS |
| | WITH THE TYPE OF FIRE EXTINGUISHER INDICATED AND |
| | LOCATION. OBJECTS PROJECTING FROM WALLS (FOR EXAMPLE, |
| | TELEPHONES) WITH THEIR LEADING EDGES BETWEEN 27 INCHES |
| | AND 80 INCHES (685 MM AND 2030 MM) ABOVE THE FINISHED |
| | FLOOR SHALL PROTRUDE NO MORE THAN 4 INCHES (102 MM) |
| | INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS, OR AISLES. |
| | |
| | 5A) SHEET LS-1.0 & A-1.0 THE DOOR BETWEEN CORRIDOR W 2 |
| | AND THE COFFEE STATION 107 SWINGS THE WRONG WAY, THIS |
| | BUILDING HAS AN OCCUPANT LOAD OF 69, OCCUPANT LOADS OF |
| | 50 OR MORE THE DOOR SHALL SWING IN THE DIRECTION OF |
| | EGRESS TRAVEL. FBC-B 1008.1.2. |
| | |
| | 5B) SHEET LS-1.0 & A-1.0 THE DOOR BETWEEN CORRIDOR W1 |
| | AND WAITING ROOM SWINGS THE WRONG WAY, THIS BUILDING |
| | HAS AN OCCUPANT LOAD OF 69, OCCUPANT LOADS OF |
| | 50 OR MORE THE DOOR SHALL SWING IN THE DIRECTION OF |
| | EGRESS TRAVEL. FBC-B 1008.1.2. |
| | |
| | 5C) SHEET LS-1.0 & A-1.0 THE DOOR LOCATED AT 1033 DOES |
| | NOT INDICATE WHICH WAY THE OCCUPANTS SHOULD EXIT. |
| | OCCUPANTS NORMAL EXIT STRATEGY IS TO GO THROUGH THE |
| | FRONT EGRESS DOORS SINCE THIS IS THE PATH THEY CAME IN |
| | TO THE BUILDING. IF THIS HOLDS TRUE THEN THIS DOOR |
| | WOULD ALSSO NEED TO SWING IN THE DIRECTION OF EGRESS |
| | TRAVEL. FBC-B 1008.1.2. |
| | |
| | 6) SHEET A-1.3 RAMP DETAILS: |
| | |
| | 6A) DETAIL # 1 INDICATES FROM THE EDGE OF THE RAMP TTHE |
| | DIMENSION OF 1'-2" PLEASE REVIEWFBC-B 11-4.8.4(4) IF A |
| | DOORWAY IS LOCATED AT A LANDING, THEN THE AREA IN FRONT |
| | OF THE DOORWAY SHALL COMPLY WITH SECTION 11-4.13.6 |
| | FIGURE 25-C WHICH REQUIRES 24". |
| | |
| | 6B) DETAIL # 3 THE 18" HANDRAIL EXTENSIONS ARE TO BE |
| | PARALELL TO THE FLOOR OR GROUND SURFACES, NOT THE |
| | CONTINUATION OF THE SLOPE, 11-4.8.5(2) (GRAY BOX FL |
| | SPECIFIC). |
| | |
| | 7) SHEET A-2.1 INDICATES INFILL OF WALLS WITH CONCRETE |
| | MASONRY UNITS & POURED REINFORCED CONCRETE BEAMS, |
| | ACI-530 CHAPTER 7 REINFORCED CONCRETE SECTION 7.5.3.1 |
| | SHEAR REINFORCEMENT SHALL BE PROVIDED PERPENDICULAR TO |
| | THE DIRECTION OF APPLIED SHEAR FORCE. SPACING OF SHEAR |
| | REINFORCEMENT SHALL NOT EXCEED THE LESSER OF D/2 OR 48 |
| | INCHES. |
| | DETAILS 4 & 6 ARE OF CONCERN. |
| | |
| | 8) PRODUCT APPROVALS COULD NOT BE REVIEWED FOR WIND |
| | PRESSURES, SHEET A-2.0 DOES NOT PROVIDE THE WIND DESIGN |
| | CRITERIA; |
| | 1609.6.2 WIND DESIGN PROCEDURES |
| | 8.1) THE BASIC WIND SPEED, V, SHALL BE DETERMINED IN |
| | ACCORDANCE WITH SECTION 1609.3. THE WIND SHALL BE |
| | ASSUMED TO COME FROM ANY HORIZONTAL DIRECTION. |
| | |
| | 8.2) AN IMPORTANCE FACTOR, IW, SHALL BE DETERMINED IN |
| | ACCORDANCE WITH SECTION1609.5. |
| | |
| | 8.3) AN EXPOSURE CATEGORY SHALL BE DETERMINED IN |
| | ACCORDANCE WITH 1609.4. |
| | |
| | 8.4) A HEIGHT AND EXPOSURE ADJUSTMENT COEFFICIENT, * |
| | SHALL BE DETERMINED FROM TABLE 1609.6.2.1(4) |
| | |
| | 8.5 POSITIVE/ NEGATIVE PRESSURERS / COMPONENTS & |
| | CLADDING |
| | |
| | 9) 106.3.3 PRODUCT APPROVALS. THOSE PRODUCTS WHICH ARE |
| | REGULATED BY THE DCA RULE 9B-72 SHALL BE REVIEWED AND |
| | APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR TO |
| | SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
| | CONSTRUCTION SERVICES HOME PAGE |
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