| Date |
Text |
| 2016-12-07 09:05:13 | BUILDING PLAN REVIEW |
| | W. P. B. PERMIT: 16120091 |
| | ADD: 332 EVERNIA ST. |
| | CONT: MONTEIRO DEVELOPMENT INC. |
| | TEL: 561-346-6916 |
| | 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: WED. DEC. 07/2016 |
| | ACTION: DENIED |
| | |
| | 1) THE COVERSHEET C-1 LIST THIS PROJECT AS A LEVEL II |
| | ALTERATION. PLEASE BE AWARE THE LAST KNOWN USE OF THIS |
| | SPACE WAS A GYM AN A3 OCCUPANCY. THIS IS A CHANGE OF |
| | USE WITHIN THE SAME OCCUPANCY GROUP TO AN A2 TAVERNS |
| | AND BARS. PLEASE UPDATE THE PLANS TO THE REQUIREMENTS |
| | OF SECTION 1001.3 CHANGE OF OCCUPANCY CLASSIFICATION, |
| | THE 2014 EXISTING BUILDING CODE. |
| | EXISTING BUILDING CODE 1001.3 CHANGE OF OCCUPANCY |
| | CLASSIFICATION. WHERE THE OCCUPANCY CLASSIFICATION OF A |
| | BUILDING CHANGES, THE PROVISIONS OF SECTIONS 1002 |
| | THROUGH 1012 SHALL APPLY. THIS INCLUDES A CHANGE OF |
| | OCCUPANCY CLASSIFICATION WITHIN A GROUP AS WELL AS A |
| | CHANGE OF OCCUPANCY CLASSIFICATION FROM ONE GROUP TO A |
| | DIFFERENT GROUP. |
| | |
| | 2) PLEASE NOTE THERE IS A DISCREPANCY IN THE OCCUPANT |
| | LOAD PROVIDED. THE COVERSHEET DECLARES 173 OCCUPANTS |
| | WHEREAS THE LIFE SAFETY SHEET 1.4A LIST 178 AS A TOTAL |
| | OCCUPANT LOAD. PLEASE UPDATE THE DISCREPANCY. |
| | 107.2.1.3. ADDITIONAL INFORMATION IS REQUIRED. |
| | |
| | 3) PLEASE ALSO NOTE THE LIFE SAFETY SHEET 1.4AINTHE |
| | OCCUPANT LOAD EXITING IS USING THE MORE RESTRICTIVE |
| | FACTOR 0.3 INCHES FOR STAIRS SEE FBC-B 1005.3.1. THE |
| | ACTUAL COUNT ALLOWED WILL BE LOWER. |
| | |
| | 4) THE REAR EXIT DOORWAY HAS A HALLWAY IN FRONT OF IT 4 |
| | FT. 7 INCHES WIDE OR 55 INCHES IN WIDTH. DOOR & 10 |
| | SWINGS OVER THE ? OF THE REQUIRED EXIT WIDTH. THE |
| | REQUIRED MINIMUM EXIT FOR OCCUPANT LOADS OF 50 OR MORE |
| | 44 INCHES, ? OF THE REQUIRED WIDTH IS 22 INCHES. WITH |
| | THE DOOR IN THE OPEN POSITION ONLY 19 INCHES REMAIN. |
| | 2014 FBC-B 1005.7.1 DOORS. DOORS, WHEN FULLY OPENED, |
| | SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 7 |
| | INCHES (178 MM). DOORS IN ANY POSITION SHALL NOT REDUCE |
| | THE REQUIRED WIDTH BY MORE THAN ONE-HALF. |
| | |
| | 5) 2014 EXISTING BUILDING CODE SECTION 1013 ENERGY |
| | CONSERVATION SHALL COMPLY WITH THE FLORIDA BUILDING |
| | CODE, ENERGY CODE, PLEASE PROVIDE HOW COMPLIANCE WILL |
| | BE ACHIEVED. |
| | |
| | 6) PLEASE PROVIDE COMPLIANCE WITH 2014 EXISTING |
| | BUILDING CODE 1012.2 FIRE PROTECTION SYSTEMS. |
| | FIRE PROTECTION SYSTEMS SHALL BE PROVIDED IN ACCORDANCE |
| | WITH SECTIONS 1012.2.1 AND 1012.2.2. |
| | 6A) 1012.2.1 FIRE SPRINKLER SYSTEM. |
| | 6B) 1012.2.2 FIRE ALARM AND DETECTION SYSTEM. |
| | 7) PLEASE SHOW HOW COMPLIANCE WITH SECTION 1012.1.4 |
| | ACCESSIBILITY OF THE 2014 EXISTING BUILDING CODE IS |
| | ACHIEVED. ALL BUILDINGS UNDERGOING A CHANGE OF |
| | OCCUPANCY CLASSIFICATION SHALL COMPLY WITH SECTION |
| | 1012.8 EXIST. BUILD. CODE. PLEASE SHOW ON THE LIFE |
| | SAFETY PLAN A1.4A. |
| | |
| | 7A) DINING SURFACES. 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. |
| | |
| | 7B) 226.2 DISPERSION. DINING SURFACES AND WORK SURFACES |
| | REQUIRED TO COMPLY WITH 902 SHALL BE DISPERSED |
| | THROUGHOUT THE SPACE OR FACILITY CONTAINING DINING |
| | SURFACES AND WORK SURFACES. |
| | |
| | 7C) 902.2 CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR |
| | SPACE COMPLYING WITH 305 POSITIONED FOR A FORWARD |
| | APPROACH SHALL BE PROVIDED. KNEE AND TOE CLEARANCE |
| | COMPLYING WITH 306 SHALL BE PROVIDED. |
| | |
| | 7D) 902.3 HEIGHT. THE TOPS OF DINING SURFACES AND WORK |
| | SURFACES SHALL BE 28 INCHES (710 MM) MINIMUM AND 34 |
| | INCHES (865 MM) MAXIMUM ABOVE THE FINISH FLOOR OR |
| | GROUND. |
| | |
| | 8) THE COVER SHEET INDICATES IN THE REAR OF THE |
| | BUILDING THERE WILL BE NEW OVERHEAD DOOR AND REAR SWING |
| | EGRESS DOORS. SHEET A1.6A SHOWS A DETAIL OF AN EXISTING |
| | HEADER. GOOGLE SHOWS THE REAR OF THE BUILDING WITH A |
| | SINGLE 3-0X 7-0 DOOR. PLEASE EXPLAIN EXISTING HEADER. |
| | IN THIS REVIEW THERE WERE NO STRUCTURAL PLANS |
| | INDICATING HOW THE MWFRS( MAIN WIND FORCE RESISTING |
| | SYSTEM) IS GOING TO REMAIN INTACT WITH THE NEW |
| | OPENINGS, IF LINTELS OR CONCRETE BEAMS TYPE OF COLUMNS, |
| | ARE GOING TO BE CREATED. THERE IS NO SIZING INFORMATION |
| | OF REBAR, HOOPS, SPACING OF HOOPS, STRENGTH OF CONCRETE |
| | MIX LAP SPLICES, REBAR EMBEDMENT TO EXISTING FOOTERS |
| | AND BEAMS. |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS |
| | 107.3.5.1 COMMERCIAL BUILDINGS: |
| | 107.3.5.1.1 BUILDING |
| | EXTERIOR ELEVATIONS. |
| | WALL SYSTEMS NEW WALL OPENINGS |
| | ROOF SYSTEMS NEW OPENINGS. |
| | |
| | 9) THE COVERSHEET C.1 INDICATES ON THE FRONT OF THE |
| | BUILDING NEW SOLAR INNOVATION BIFOLD WINDOWS, SHEET |
| | 1.6A THE NEW ELEVATIONS SHOW THE REMOVAL OF A DOORWAY |
| | AND INFILL OF SILL. THE NEW SILL HAS NO DETAILS HOW IT |
| | WILL ANCHORED AS PART OF THE MWFRS (MAIN WIND FORCE |
| | RESISTING SYSTEM) TO ANCHOR THE BIFOLD WINDOWS. |
| | 1609.6.4. MAIN WIND FORCE-RESISTING SYSTEMS. |
| | |
| | 10) SHEET 1.0A THE DIMENSIONED FLOOR PLAN SHOWS NEW |
| | DUMPSTER ENCLOSURE RAISED EXIT DISCHARGE LANDING SWITCH |
| | BACK AND RAMP WITH EITHER GUARDS OR HANDRAILS. THERE IS |
| | NO STRUCTURAL INFORMATION FOR ANY OF THESE ELEMENTS, |
| | SIZE OF FOOTERS, IF MONOLITHIC OR STEMWALL, |
| | REINFORCEMENT OF REBARS, FOR FOOTERS, COLUMNS, AND |
| | BEAMS. NO NOTATION AS TO WHERE THE REAR PROPERTY LINE |
| | IS LOCATED ON THE PLANS, NOR POWER POLE LOCATION NOR |
| | THE REROUTING OF THE SOUTHEAST RAIN DOWNSPOT. |
| | 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR BUILDINGS |
| | 107.3.5.1 COMMERCIAL BUILDINGS: |
| | 107.3.5.1.1 BUILDING STRUCTURAL ELEMENTS, FOOTERS, |
| | SLABS, COLUMNS AND BEAMS |
| | 1010.8.2 OUTDOOR CONDITIONS. OUTDOOR RAMPS AND OUTDOOR |
| | APPROACHES TO RAMPS SHALL BE DESIGNED SO THAT WATER |
| | WILL NOT ACCUMULATE ON WALKING SURFACES. |
| | |
| | 1010.9 HANDRAILS. RAMPS WITH A RISE GREATER THAN 6 |
| | INCHES (152 MM) SHALL HAVE HANDRAILS ON BOTH SIDES. |
| | HANDRAILS SHALL COMPLY WITH SECTION 1012. |
| | 11) SHEET 1.0A THE REAR EXIT DOOR # 6 DOES SHOW A |
| | REQUIRED PANIC BAR AND DOOR CLOSER ON THE NEW EXIT |
| | DOOR. WITH THIS TYPE OF HARDWARE ON THE DOOR A 12 INCH |
| | MANEUVERING CLEARANCE IS REQUIRED ON THE INTERIOR OF |
| | THE DOOR. SEE 2014 ACCESS. CODE FIGURE 404.2.4.1. |
| | |
| | 12) SHEET 1.0A THE REAR EXIT DOOR # 6 DOES SHOWS A |
| | UPPER LANDING FOR A RAMP. THE LANDING DOES NOT GIVE A |
| | DIMENSION FOR WIDTH FROM THE BUILDING. PLEASE SHOW |
| | COMPLIANCE WITH ACCESS. CODE 405.7.4 CHANGE IN |
| | DIRECTION. |
| | |
| | 13) SHEET 3.4M SHOWS ROOF TOP EQUIPMENT. RTU 1 IS NOT |
| | CLEAR IF THIS UNIT IS EXISTING OR NEW. DETAILS SHOW 3X3 |
| | ANGLES TO BE WELDED TO THE TOP CHORD OF THE BAR JOIST, |
| | THERE IS NO INFORMATION AS TO THE TYPE OF WELDS, THE |
| | 3X3 ANGLES DOES NOT PROVIDE THE THICKNESS NOR THE |
| | LENGTH OF THE ANGLES. THE DESIGNER HAS NOT INDICATED |
| | POINT LOADING OF THE BAR JOIST AND OR STRENGTHENING OF |
| | BAR JOIST FOR THE ADDITIONAL LOADING. |
| | THE ROOF TOP CURB SIZE IS NOT PROVIDED, NOR PRODUCT |
| | APPROVALS FOR THE CURB WERE SUBMITTED. |
| | MISSING INFORMATION. ADMINISTRATIVE CODE 107.2.1.3. |
| | 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. |
| | |
| | 14) SHEET 3.4M ALSO SHOWS A CONNECTION FOR THE ROOF TOP |
| | RTU TO THE CURB, THIS DETAIL DOES NOT PROVIDE THE WIND |
| | SPEED THAT IT WAS DESIGNED FOR. 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. |
| | |
| | 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. |
| | |
| | 15) SHEET 3.4M . PLEASE PROVIDE THE MEAN ROOF HEIGHT TO |
| | SEE IF COMPLIANCE WITH SECTION 1509.6.4 OF THE FBC-B |
| | EQUIPMENT AND APPLIANCES ON ROOFS OR ELEVATED |
| | STRUCTURES. WHERE EQUIPMENT AND APPLIANCES REQUIRING |
| | ACCESS ARE INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT |
| | A HEIGHT EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL |
| | BE PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, |
| | THE EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL |
| | TO THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE. |
| | SUCH ACCESS SHALL NOT REQUIRE CLIMBING OVER |
| | OBSTRUCTIONS GREATER THAN 30 INCHES (762 MM) HIGH OR |
| | WALKING ON ROOFS HAVING A SLOPE GREATER THAN 4 UNITS |
| | VERTICAL IN 12 UNITS HORIZONTAL (33-PERCENT SLOPE). |
| | |
| | 16) SHEET 3.4M DOES SHOW NEW ROOF TOP EQUIPMENT CLOSER |
| | THAN 10 FEET FROM THE EDGE OF THE ROOF, PLEASE SHOW |
| | COMPLIANCE WITH SECTION 1013.6 MECHANICAL EQUIPMENT OF |
| | THE FBC-B. |
| | GUARDS SHALL BE PROVIDED WHERE APPLIANCES, EQUIPMENT, |
| | FANS, ROOF HATCH OPENINGS OR OTHER COMPONENTS THAT |
| | REQUIRE SERVICE ARE LOCATED WITHIN 10 FEET (3048 MM) OF |
| | A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH |
| | EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES (762 |
| | MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD |
| | SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A |
| | SPHERE 21 INCHES (533 MM) IN DIAMETER. THE GUARD SHALL |
| | EXTEND NOT LESS THAN 30 INCHES (762 MM) BEYOND EACH END |
| | OF SUCH APPLIANCE, EQUIPMENT, FAN OR COMPONENT. |
| | PLEASE ALSO NOTE GOOGLE SHOWS (2) ROOFTOP UNITS AT THE |
| | REAR OF THE BUILDING WITHIN 10 FEET OF THE EDGE OF THE |
| | ROOF. |
| | |
| | 17) IF MECHANICAL SCREENS ARE REQUIRED BY OTHER CODES |
| | OR DEPARTMENTS THEN THEY ARE TO BE DESIGNED FOR THIS |
| | WIND SPEED AND ELEVATION AND ALSO IN COMPLIANCE WITH |
| | ? 1509.6 MECHANICAL EQUIPMENT SCREENS. |
| | MECHANICAL EQUIPMENT SCREENS SHALL BE CONSTRUCTED OF |
| | THE MATERIALS SPECIFIED FOR THE EXTERIOR WALLS IN |
| | ACCORDANCE WITH THE TYPE OF CONSTRUCTION OF THE |
| | BUILDING. WHERE THE FIRE SEPARATION DISTANCE IS GREATER |
| | THAN 5 FEET (1524 MM), MECHANICAL EQUIPMENT SCREENS |
| | SHALL NOT BE REQUIRED TO COMPLY WITH THE |
| | FIRE-RESISTANCE RATING REQUIREMENTS. |
| | |
| | 18) SHEET 3.4M ALSO SHOWS NEW ROOF TOP A/C STANDS. |
| | PRODUCT APPROVALS FOR ROOF TOP STANDS MUST SHOW ALL |
| | TABLES WITHIN THE PRODUCT APPROVAL TO BE IDENTIFIED |
| | THAT ARE PERTINENT TO THE INSTALLATION, THEN REVIEWED |
| | BY THE DESIGNER OF RECORD. |
| | |
| | 19) SHEET 3.4M. MISSING ROOF TOP WIND DESIGN CRITERIA |
| | 2014 FBC-B 1603.1.4. |
| | |
| | 20A) 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| | 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)(A) EXTERIOR DOORS. |
| | (B) WINDOWS |
| | (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL |
| | LOUVERS, |
| | (D) ROOFING PRODUCTS AND ASSEMBLIES |
| | (G) PRE-ENGINEERED A/C STANDS |
| | |
| | 20B) FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS |
| | WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE |
| | REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF |
| | RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. |
| | FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR |
| | SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS, |
| | SHOP DRAWINGS ETC.. |
| | |
| | 21) 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. |
| | |
| | 22) 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] |
| | |
| | |
