| Date |
Text |
| 2016-09-13 07:19:26 | 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. |
| | |
| | 2ND REVIEW |
| | DATE: TUES. SEPT. 13/ 2016 |
| | ACTION: DENIED |
| | |
| | 1) LIFE SAFETY PLAN: |
| | |
| | 1A) COMPLIED. MAIN FRONT ENTRY DOOR / TO SWING OUT > 50 |
| | OR MORE PERSONS. 2014 FBC-B 1008.1.2.. |
| | |
| | 1B) COMPLIED. 2014 FBC-B 3202.2 . |
| | |
| | 1C)SEMI-COMPLIED. IF THE SLOPE MEETS THE DEFINITION OF |
| | RAMP A TOP LANDING IS REQUIRED. FBC-B 1010.7. |
| | |
| | 1ST ROUND COMMENT. 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)SEMI-COMPLIED. THE NEW COURTYARD LAYOUT INDICATES |
| | THE 2ND EXIT IN AN UTILITY/ SERVICE AREA. PLEASE REVIEW |
| | FBC-B 1014.2 EGRESS THROUGH INTERVENING SPACES. . (1) |
| | EGRESS SHALL NOT PASS THROUGH KITCHENS, STORAGE ROOMS, |
| | CLOSETS OR SPACES USED FOR SIMILAR PURPOSES. |
| | |
| | WITH THE NEW EGRESS OPENING IN THE S. E. CORNER OF THE |
| | COURTYARD THE EXISTING GATED OPENING IN THE SOUTHWEST |
| | CORNER WOULD MEET THE ? DIAGONAL DISTANCE, THE GATES |
| | WOULD HAVE HAD TO BE OUTSWING. |
| | |
| | 1ST ROUND OF COMMENTS. 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) SEMI- COMPLIED, SEE COMMENT ABOVE. 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) COMPLIED. . EXIT SIGNAGE SHALL COMPLY WITH FBC-B |
| | 1011.4 & 1011.6.1. |
| | |
| | 2) COMPLIED. |
| | |
| | 3)BUILDING PROVISO: SHOP DRAWINGS TO BE A DEFERRED |
| | SUBMITTAL. 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 |
| | |
| | 4-5) COMPLIED. |
| | |
| | 6) SEMI-COMPLIED. SOPERMA ROOFING PROVIDE PRODUCT |
| | APPROVAL FOR THIS PRODUCT. 1609.6.4.4.1 COMPONENTS & |
| | CLADDING. FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE |
| | 9N-3 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR |
| | CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT |
| | APPROVALS: |
| | (31)(D) ROOFING PRODUCTS AND ASSEMBLIES |
| | |
| | 7) COMPLIED. THE PRODUCT APPROVAL NANA WALL NOA |
| | 15-0226.05. |
| | |
| | 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] |
| | |
