| Date |
Text |
| 2016-07-18 17:13:16 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16070258 |
| | ADD: 1817 S DIXIE HWY |
| | CONT: TBD |
| | TEL: 215-380-8580 |
| | E-MAIL: [email protected] |
| | |
| | 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| | AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| | ADMINISTRATION |
| | |
| | 2014 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 |
| | DATE: MON. JULY 18/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) LIFE SAFETY PLAN: |
| | |
| | 1A) THE LIFE SAFETY PLAN INDICATES ON THE INTERIOR OF |
| | THE RESTAURANT AN OCCUPANCY GREATER THAN 50 OCCUPANTS, |
| | PLEASE NOTE THE MAIN FRONT ENTRY DOOR WILL BE REQUIRED |
| | TO SWING OUT. SEE THE 2014 FBC-B 1008.1.2. DOORS SHALL |
| | SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A |
| | ROOM OR AREA CONTAINING AN OCCUPANT LOAD OF 50 OR MORE |
| | PERSONS. |
| | |
| | 1B) THE OTHER ISSUE WILL BE WITH THE FRONT ENTRY DOOR |
| | REQUIRED TO SWING OUT, THE DOOR WILL NEED TO BE MOVED |
| | SINCE THE DOOR CANNOT SWING OUT OVER THE PROPERTY LINE. |
| | 2014 FBC-B 3202.2 ENCROACHMENTS ABOVE GRADE AND BELOW 8 |
| | FEET IN HEIGHT. ENCROACHMENTS INTO THE PUBLIC |
| | RIGHT-OF-WAY ABOVE GRADE AND BELOW 8 FEET (2438 MM) IN |
| | HEIGHT SHALL BE PROHIBITED EXCEPT AS PROVIDED FOR IN |
| | SECTIONS 3202.2.1 THROUGH 3202.2.3. DOORS AND WINDOWS |
| | SHALL NOT OPEN OR PROJECT INTO THE PUBLIC RIGHT-OF-WAY. |
| | |
| | 1C) THE DEMO PLAN INDICATES THERE BEING A 6 INCH CHANGE |
| | IN GRADE FROM THE INTERIOR FINISH FLOOR THE FRONT ENTRY |
| | AND THE CITY SIDEWALK. |
| | 2014 FBC-B 3202.2 ENCROACHMENTS ABOVE GRADE AND BELOW 8 |
| | FEET IN HEIGHT. ENCROACHMENTS INTO THE PUBLIC |
| | RIGHT-OF-WAY ABOVE GRADE AND BELOW 8 FEET (2438 MM) IN |
| | HEIGHT SHALL BE PROHIBITED EXCEPT AS PROVIDED FOR IN |
| | SECTIONS 3202.2.1 THROUGH 3202.2.3. |
| | 2014 FBC-B 1010.1 SCOPE. THE PROVISIONS OF THIS SECTION |
| | SHALL APPLY TO RAMPS USED AS A COMPONENT OF A MEANS OF |
| | EGRESS. |
| | 2014 FBC-ACCESS. CODE 405.1. RAMPS ON ACCESSIBLE ROUTES |
| | SHALL COMPLY WITH 405. |
| | |
| | 1D) THE REAR COURTYARD AREA IS APPROXIMATELY 1116 SQ. |
| | FT./ 15 = 76 OCCUPANTS, THE FBC-B SECTION 1015.1 AND |
| | TABLE 1015.1 WHEN THERE IS AN OCCUPANT LOAD OF 50 OR |
| | MORE REQUIRES 2 MEANS OF EGRESS. PLEASE ALSO NOTE SINCE |
| | THERE ARE NO FIRE SPRINKLERS THE 2 EXITS WILL NEED TO |
| | BE ? THE DIAGONAL DISTANCE APART. |
| | 2014 FBC-B 1015.2.1 TWO EXITS OR EXIT ACCESS DOORWAYS. |
| | WHERE TWO EXITS OR EXIT ACCESS DOORWAYS ARE REQUIRED |
| | FROM ANY PORTION OF THE EXIT ACCESS, THE EXIT DOORS OR |
| | EXIT ACCESS DOORWAYS SHALL BE PLACED A DISTANCE APART |
| | EQUAL TO NOT LESS THAN ONE-HALF OF THE LENGTH OF THE |
| | MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR |
| | AREA TO BE SERVED MEASURED IN A STRAIGHT LINE BETWEEN |
| | EXIT DOORS. |
| | |
| | 1E) THE 2 EXIT DOORWAYS/ GATES WITHIN THE COURTYARD |
| | WILL NEED TO COMPLY WITH: FBC-B 1015.2.1 TWO EXITS OR |
| | EXIT ACCESS DOORWAYS. WHERE TWO EXITS OR EXIT ACCESS |
| | DOORWAYS ARE REQUIRED FROM ANY PORTION OF THE EXIT |
| | ACCESS, THE EXIT DOORS OR EXIT ACCESS DOORWAYS SHALL BE |
| | PLACED A DISTANCE APART EQUAL TO NOT LESS THAN ONE-HALF |
| | OF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION |
| | OF THE BUILDING OR AREA TO BE SERVED MEASURED IN A |
| | STRAIGHT LINE BETWEEN EXIT DOORS OR EXIT ACCESS |
| | DOORWAYS. |
| | |
| | 1F) PLEASE PROVIDE EXIT SIGNAGE FOR THE COURTYARD AREA |
| | FOR EACH GATE OR DOORWAY. EXIT SIGNAGE SHALL COMPLY |
| | WITH FBC-B 1011.4 & 1011.6.1. |
| | |
| | 2) SHEET LS-100 THE DINING ROOM WILL NEED TO SHOW |
| | COMPLIANCE WITH 2014 FBC-ACCESS. CODE: |
| | 2A) 226.1 WHERE DINING SURFACES ARE PROVIDED FOR THE |
| | CONSUMPTION OF FOOD OR DRINK, AT LEAST 5 PERCENT OF THE |
| | SEATING SPACES AND STANDING SPACES AT THE DINING |
| | SURFACES SHALL COMPLY WITH 902. IN ADDITION, WHERE WORK |
| | SURFACES ARE PROVIDED FOR USE BY OTHER THAN EMPLOYEES, |
| | AT LEAST 5 PERCENT SHALL COMPLY WITH 902. PLEASE SHOW |
| | COMPLIANCE. |
| | |
| | 2B) DINING SURFACES. 902.3 HEIGHT. THE TOPS OF DINING |
| | SURFACES SHALL BE 28 INCHES) MINIMUM AND 34 INCHES |
| | MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. |
| | |
| | 2C) 226.2 DISPERSION. DINING SURFACES REQUIRED TO |
| | COMPLY WITH 902 SHALL BE DISPERSED THROUGHOUT THE SPACE |
| | OR FACILITY CONTAINING DINING SURFACES. |
| | |
| | 3) STRUCTURAL SHEETS NOR THE MECHANICAL SHEETS SHOW |
| | ROOF FRAMING DETAILS FOR THE NEW ROOF TOP PENETRATIONS |
| | WILL BE FRAMED FOR THE HOOD INTAKE AND EXHAUST FANS, |
| | FRAMING DETAILS FOR THE ROOF TOP UNITS NOR DETAILS FOR |
| | ROOF TOP CURBS TO THE MWFRS (MAIN WIND FORCE RESISTING |
| | SYSTEM). DETAILS ARE LACKING ALSO HOW THE ROOFTOP FANS |
| | WILL BE ANCHORED TO THE CURBS NOR THE RTU UNITS TO THE |
| | ROOF TOP CURBS. |
| | FOR ALL ROOF TOP EQUIPMENT, CURBS OR A/C STANDS, |
| | DETAILED ATTACHMENT TO THE ROOF FRAMING & DECK AS WELL |
| | AS FROM THE CURB OR ROOF STAND TO THE EQUIPMENT ABOVE. |
| | 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL |
| | MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY |
| | METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT |
| | EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY |
| | AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES. |
| | EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE |
| | OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES |
| | SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND |
| | LOADS? |
| | |
| | 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL |
| | EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO |
| | WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND |
| | PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA |
| | BUILDING CODE, BUILDING |
| | |
| | 4) SHEET A-100 FLOOR PLAN VERSES SHEET A-200 THE EAST |
| | ELEVATION. ON SHEET A-100 THE FRONT ENTRY DOOR IS IN |
| | ONE LOCATION AND ANOTHER LOCATION ON THE FRONT |
| | ELEVATION OF THE BUILDING. ON THE ELEVATION IT APPEARS |
| | TO BE FLIPPED AS IF REVERSED FROM THE INTERIOR OF THE |
| | BUILDING? DISCREPANCY IN PLANS. 107.2.1.3. ADDITIONAL |
| | INFORMATION IS REQUIRED. |
| | |
| | 5) SHEET A-101 DETAIL # 2 SHOWS WHAT APPEARS AS A DROP |
| | CEILING FROM RAFTER JOIST. SHEET A-102 DETAIL 2 |
| | INDICATES THE ROOF SYSTEM TO BE A WOOD TRUSS SYSTEM. |
| | AGAIN A DISCREPANCY IN PLANS , PLEASE IDENTIFY WHAT |
| | TYPE OF ROOF FRAMING IS HOLDING UP THE ROOF. THE SECOND |
| | ISSUE WITH THE DETAIL 2 ON SHEET A101 IS THERE IS NO |
| | INFORMATION WHERE THE CEILING IS FOR THIS ROOM. OTHER |
| | SHEETS INDICATE THE USE OF ICYNENE INSULATION, IN THIS |
| | DETAIL THE LOCATION OF THE ICYNENE IS NOT GIVEN. THIS |
| | DETAIL DOESN?T STATE HOW THIS DROPPED CEILING WILL BE |
| | ANCHORED TO THE MAIN ROOF FRAMING MEMBERS NOR HOW THE |
| | DROPPED CEILING IS TO BE CONSTRUCTED, WHAT MATERIALS |
| | AND AT WHAT CENTERS, WILL THERE BE A TOP AND BOTTOM |
| | SHEATHING OR DECKING ENCAPSULATION THE DROPPED CEILING |
| | FRAMING MEMBERS? |
| | DEPENDING ON WHICH SUBSYSTEM IS BEING USED AND THE |
| | LOCATION OF THE ICYNENE PLEASE CIRCLE THE CORRECT |
| | APPLICATION IN THE ICC-ES-REPORT. |
| | |
| | FBC-B 2603.4 THERMAL BARRIER. EXCEPT AS PROVIDED FOR IN |
| | SECTIONS 2603.4.1 AND 2603.10, FOAM PLASTIC SHALL BE |
| | SEPARATED FROM THE INTERIOR OF A BUILDING BY AN |
| | APPROVED THERMAL BARRIER OF 1/2- INCH (12.7 MM) GYPSUM |
| | WALLBOARD OR A MATERIAL THAT IS TESTED IN ACCORDANCE |
| | WITH AND MEETS THE ACCEPTANCE CRITERIA OF BOTH THE |
| | TEMPERATURE TRANSMISSION FIRE TEST AND THE INTEGRITY |
| | FIRE TEST OF NFPA 275. COMBUSTIBLE CONCEALED SPACES |
| | SHALL COMPLY WITH SECTION 718. |
| | |
| | FBC-B 2603.5.7 IGNITION. EXTERIOR WALLS SHALL NOT |
| | EXHIBIT SUSTAINED FLAMING WHERE TESTED IN ACCORDANCE |
| | WITH NFPA 268. WHERE A MATERIAL IS INTENDED TO BE |
| | INSTALLED IN MORE THAN ONE THICKNESS, TESTS OF THE |
| | MINIMUM AND MAXIMUM THICKNESS INTENDED FOR USE SHALL BE |
| | PERFORMED. |
| | |
| | 6) SHEET A-102 DETAIL # 2 SHOWS THE EXISTING BUILDING |
| | WITH WHAT APPEARS TO BE WOOD TRUSSES WITH A WOOD DECK. |
| | THE NOTE ABOVE THIS DETAIL INDICATES NEW ROOF WITH |
| | SUPERMA WATERPROOFING MEMBRANE OVER CONCRETE DECK. ON |
| | THE SAME SHEET DETAIL # 5 INDICATES TO USE THIS SAME |
| | ROOFING PRODUCT OVER A 8 INCH CONCRETE DECK. PLEASE |
| | ALSO REVIEW SHEET S2.0 ON ALL OF THE DETAILS SHOWN THE |
| | USE OF 16 INCH DEEP WOOD TRUSSES AT 16 INCHES ON |
| | CENTER. THERE IS NO MENTION OF WHAT TYPE OF MATERIAL |
| | WILL BE USED FOR DECKING ON THE NEW WOOD TRUSSES? |
| | 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 7) THE PRODUCT APPROVAL NANA WALL NOA 15-0226.05 WAS |
| | SUBMITTED PLEASE PROVIDE A DETAIL FOR THE BOTTOM RAIL |
| | SHOW COMPLIANCE WITH 2014 FBC-ACCESS. CODE L 303. WHERE |
| | CHANGES IN LEVEL ARE PERMITTED IN FLOOR OR GROUND |
| | SURFACES, THEY SHALL COMPLY WITH 303. 303.2 VERTICAL. |
| | CHANGES IN LEVEL OF 1/4 INCH (6.4 MM) HIGH MAXIMUM |
| | SHALL BE PERMITTED TO BE VERTICAL. 303.3 BEVELED. |
| | CHANGES IN LEVEL BETWEEN 1/4 INCH (6.4 MM) HIGH MINIMUM |
| | AND 1/2 INCH (13 MM) HIGH MAXIMUM SHALL BE BEVELED WITH |
| | A SLOPE NOT STEEPER THAN 1:2. |
| | |
| | 8) IMPACT FEES. 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. |
| | |
| | 9) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION |
| | & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS |
| | NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL |
| | REVIEW COMMENT 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. |
| | |
| | A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A |
| | RESULT OF THE ADDITIONAL INFORMATION REQUESTED |
| | ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF |
| | THIS REVIEW. |
| | |
| | JAMES A. WITMER CBO |
| | SENIOR COMMERCIAL COMBINATION PLANS EXAMINER |
| | CONSTRUCTION SERVICES DIVISION |
| | DEVELOPMENT SERVICES DEPARTMENT |
| | TEL: 561-805-6715 |
| | FAX: 561-805-6676 |
| | E-MAIL: [email protected] |
| | |
