| Date |
Text |
| 2017-01-27 15:18:53 | 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. |
| | |
| | 2ND REVIEW |
| | DATE: FRI. JAN. 27/2017 |
| | ACTION: DENIED |
| | |
| | 1)2ND REQUEST!!! THE COVERSHEET C-1 LIST THIS PROJECT |
| | AS A LEVEL III 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. |
| | |
| | 2-4) COMPLIED. |
| | |
| | 5) 2ND REQUEST. 2014 EXISTING BUILDING CODE SECTION |
| | 1013 ENERGY CONSERVATION SHALL COMPLY WITH THE FLORIDA |
| | BUILDING CODE, ENERGY CODE. MECHANICAL REVIEWERS 2ND |
| | REQUEST FOR FLORIDA ENEERGY CONSERVATION CODE |
| | COMPLIANCE AND AC COOLING AND HEATING CALCULATIONS. |
| | |
| | 6) 2ND REQUEST. 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. |
| | |
| | |
| | 7)SEMI-COMPLIED. 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)2ND REQUEST. 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. 178 X 0.05= 8.9 OR 9 OCCUPANTS. |
| | |
| | 7B) SEMI ?COMPLIED. SHEET 1.3A & 1.4A BOTH SHOW |
| | WHEELCHAIR PLACEMENT FOR DISPERSION. THE 2 ACCESSIBLE |
| | SPACES LOCATED IN FRONT OF THE BAR DOES NOT PROVIDE A |
| | CUT SECTION THROUGH THE BAR INDICATING THE HEIGHT OF |
| | THE BAR. SHEET 1.7A THE BAR SECTION GIVEN DOES NOT EVEN |
| | PROVIDE THE BAR HEIGHT. ACCESS. CODE 902.3 HEIGHT. THE |
| | TOPS OF DINING SURFACES SHALL BE 28 INCHES MINIMUM AND |
| | 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. |
| | 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) SEMI-COMPLIED. WHEELCHAIR PLACEMENT IS SHOWN ON THE |
| | PLANS BUT NOT THE CLEAR FLOOR SPACE. 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)2ND REQUEST. 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. |
| | |
| | 8-12) COMPLIED. |
| | |
| | 13) 2ND REQUEST. ROOF TOP CURBS. SHEET 3.4M DOES SHOW A |
| | DETAIL FOR ANCHORING OF A ROOF TOP CURB TO THE ROOF TOP |
| | FRAMING. ALSO SUBMITTED IN THE 2ND REVIEW IS A NOA FOR |
| | THYBAR TC-5 STYLE STEEL ROOF ?CURB FOR CARRIER ROOF TOP |
| | UNITS AND ANCHORING TO THE ROOF TOP FRAMING. . WHICH IS |
| | TO BE USED IN THIS INSTALLATION? |
| | 1ST ROUND COMMENT. 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) 2ND REQUEST. SHEET 3.4M ALSO SHOWS A CONNECTION FOR |
| | THE ROOF TOP RTU TO THE CURB, THIS DETAIL DOES PROVIDE |
| | THE WIND SPEED THAT IT WAS DESIGNED FOR. |
| | IF THE THYBAR NOA IS GOING TO BE THE METHOD OF |
| | INSTALLATION THEN SHOW COMPLIANCE WITH: |
| | THYBAR TC-5 STEEL ROOF CURB FOR CARRIER ROOFTOP UNITS |
| | NOA15-0218.11, PLEASE NOTE TECH PAGE 5 OF 5. RESTRAINT |
| | BRACKET QUANTITY IS DETERMINED BY PROJECT SPECIFIC |
| | CALCULATIONS, PERFORMED BY A FLORIDA LICENSED PE OR |
| | FLORIDA REGISTERED ARCHITECT THAT CONSIDER THE UNIQUE |
| | COMBINATION OF THE UNIT SIZE AND APPLICABLE LATERAL AND |
| | UPLIFT PRESSURES FOR EACH JOB. PLEASE PROVIDE |
| | CALCULATION FOR HOW MANY BRACKETS WILL BE NEEDED FOR |
| | EACH TYPE OF UNIT. |
| | 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. |
| | |
| | |
| | 15-16) COMPLIED. ROOF TOP ACCESS/ ROOF TOP GUARDS. |
| | |
| | 17) NOT REQUIRED. MECHANICAL SCREENS |
| | |
| | 18) AGAIN THE PLANS INDICATE ON SHEET 3.4M A DETAIL FOR |
| | MOUNTING ROOF TOP STANDS AND WHAT APPEARS TO BE A |
| | PRODUCT APPROVAL NO COVERSHEET INDICATING IT IS A |
| | FLORIDA APPROVAL OR A NOA. IF THE TECHNICAL SHEETS |
| | SUBMITTED ARE AN APPROVALS, PLEASE CIRCLE THE CORRECT |
| | CHARTS, FOR WIND SPEED, ANCHOR TYPES CONFIGURATION, |
| | UNIT DIMENSIONS, STAND HEIGHT AND EXPOSURE TYPE. |
| | |
| | 1ST ROUND OF COMMENTS. |
| | 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. |
| | |
| | 19-20) COMPLIED. |
| | |
| | 21) COMPLIED. IMPACT FEES. |
| | |
| | 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. |
| | |
| | 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] |
| | |
| | |
