Date |
Text |
2016-01-19 10:38:44 | BUILDING PLAN REVIEW |
| W. P. B. PERMIT: 15120536 |
| ADD: 2745 OKEECHOBEE BLVD. |
| CONT: HEDRICK BROTHERS |
| TEL: 561-568-8931 |
| E-MAIL: [email protected] |
| |
| 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION |
| |
| 1ST REVIEW |
| DATE: FRI. JAN. 15/ 2016 |
| ACTION: DENIED |
| |
| 1) ART IN PUBLIC PLACES. THE CITY OF WEST PALM BEACH |
| ART IN PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES |
| TO ANY REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH |
| THE PERMIT APPLICATION WAS SUBMITTED AFTER 7/1/14, AND |
| THE TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR |
| GREATER THAN $500,000. PER CITY OF WEST PALM BEACH |
| ORDINANCE NO. 4504-14, AND CITY OF WEST PALM BEACH CODE |
| OF ORDINANCES, ARTICLE V, ART IN PUBLIC PLACES, SECTION |
| 78-123(A) AND SECTION 78-126(A), THE ART ASSESSMENT IS |
| 1% OF THE TOTAL PROJECT CONSTRUCTION COST. |
| |
| PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE |
| V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND |
| NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO |
| THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE |
| PROJECTS. |
| |
| 2) THIS BUILDING QUALIFIES AS A THRESHOLD BUILDING. |
| THRESHOLD BUILDING FL S. S. 553.71(7) ?THRESHOLD |
| BUILDING" MEANING ANY BUILDING WHICH IS GREATER THAN |
| (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN |
| ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN THE |
| FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN |
| AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500 |
| PERSONS. |
| |
| 2A) 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING |
| AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) SPECIAL |
| INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A |
| THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION |
| PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL |
| INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING |
| AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR |
| THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE |
| OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE |
| SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT |
| THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE |
| WITH THE PERMITTED DOCUMENTS. |
| |
| 2B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B. |
| CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD |
| BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S |
| 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS |
| REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS |
| ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH |
| INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND |
| REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE |
| PLACE. CONTACT KEN CONRAD MANAGER OF THE SPECIAL |
| INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER |
| INFORMATION BEFORE THE PERMIT MAY BE ISSUED. |
| |
| 2C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B. |
| AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH |
| ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT |
| OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE |
| BEST OF THE ARCHITECT'S OR ENGINEER'S KNOWLEDGE, THE |
| PLANS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE |
| FIRE-SAFETY STANDARDS AS DETERMINED BY THE LOCAL |
| AUTHORITY IN ACCORDANCE WITH THIS SECTION AND 633 |
| FLORIDA STATUTE. |
| |
| 2D) FOR THE SPECIAL INSPECTOR PLEASE PROVIDE A RESUME' |
| OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE |
| RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS |
| SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE |
| WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED, |
| AN INTERVIEW WILL BE SCHEDULED. |
| |
| 2E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR |
| HISTORY FOR THIS TYPE OF CONSTRUCTION. |
| |
| 2F) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE |
| REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, |
| PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING |
| ISSUED, THE PERMIT LIBRARIAN WILL THEN E-MAIL YOU THE |
| APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR |
| PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN |
| COLOR, (1) FOR THE THRESHOLD INSPECTOR, THE OTHER FOR |
| THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE |
| IN BLACK & WHITE.. |
| |
| 2G) INFORMATIONAL. PLEASE CALL THE CITY OF WEST PALM |
| BEACH?S AUTOMATED TELEPHONE INSPECTIONS LINE (561) |
| 805-6700) FOR ALL BUILDING INSPECTIONS FOR AUDITING OF |
| JOBSITE INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN |
| 6 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY. |
| |
| 2H) INFORMATIONAL. 109.3.6 THRESHOLD BUILDINGS, |
| OPERATING GUIDELINES FOR THRESHOLD INSPECTORS #26. |
| ASSURE THAT THE DESIGNER HAS REQUIRED ON THE PLANS OR |
| SPECIFICATIONS ONE MATERIAL, APPROVED FOR FIRE STOPPING |
| PENETRATIONS, FOR WALLS AND CEILINGS. |
| |
| 3) SHEET 011-INDEX INDICATES SHEETS 028-LS-1W, |
| 029-LS-2E, 030-LS-2W, 033-A0.1 & 034-A1.1.1 ARE |
| MISSING, WERE NOT PART OF THIS SUBMITTAL. 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. |
| 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION 107.2.1.3 ADDITIONAL INFORMATION IS |
| REQUIRED. |
| |
| 4) PLEASE PROVIDE A SOILS REPORT IN COMPLIANCE WITH: |
| 2014 FBC-B 1803.5.2 QUESTIONABLE SOIL. |
| WHERE THE CLASSIFICATION, STRENGTH OR COMPRESSIBILITY |
| OF THE SOIL IS IN DOUBT OR WHERE A LOAD-BEARING VALUE |
| SUPERIOR TO THAT SPECIFIED IN THIS CODE IS CLAIMED, THE |
| BUILDING OFFICIAL SHALL BE PERMITTED TO REQUIRE THAT A |
| GEOTECHNICAL INVESTIGATION BE CONDUCTED. |
| |
| 5) SHEET 027-LS-1E: |
| 5A) THE PLAN DOES SHOW EXIT DIRECTIONAL AND EXIT |
| LIGHTS, BUT THE PLAN DOES NOT PROVIDE A EGRESS PATH, |
| INCLUDING MEZZANINE OCCUPANT LOADS, ALLOWABLE OCCUPANT |
| LOAD FOR STAIRS PER FBC-B 1005.3.1 AND AS TO WHICH |
| DOORS THEY WILL EXIT AND THE ALLOWABLE OCCUPANT LOAD |
| PER SET OF DOORS PER FBC-B 1005.3.2. |
| |
| 5B) THE SERVICE VESTIBULE SHOWS THE USE OF A PLATFORM |
| LIFT, PLEASE PROVIDE THE MANUFACTURERS SHOP DRAWINGS |
| AND OR SPEC SHEET THAT SHOWS THE LIFT COMPLIES WITH |
| ASME A18.1 (FBC-ACCESSIBILITY CODE 410.1). |
| |
| 5C) THERE IS AN AREA OF CONCERN, THE DRIVEWAY 170 |
| APPEARS TO BE A DUAL USE LOADING ZONE FOR THE PARTS |
| RECEIVING ROOM 163. THE ISSUE IS BOTH ROOMS THE PARTS |
| RECEIVING DOOR AND ROOM 166 DETAIL ROOM BOTH SHOW THE |
| EXTERIOR DOOR IS THE EXIT DISCHARGE THAT LEADS INTO A |
| COURTYARD AREA THAT IS NOT PROTECTED AS REQUIRED BY |
| SECTION 1027.4, 1027.4.1 & 1027.4.2 THAT WILL ALLOW THE |
| OCCUPANT TO TRAVEL TO THE PUBLIC WAY. OCCUPANT LOADS |
| FOR THESE DOORS HAS NOT BEEN DECLARED SO THE REQUIRED |
| WIDTH OF THE EGRESS PATH CANNOT CURRENTLY BE |
| DETERMINED. |
| 5D) THE MEZZANINE LEVEL IS NOT SHOWN ON THE 1ST FLOOR |
| LIFE SAFETY PLAN, ALTHOUGH IT IS NOT ANOTHER STORY SEE |
| 054-A1-2-1A. IT APPEARS THERE ARE 2 MEZZANINES, ONE |
| OVER THE BUSINESS OCCUPANCY THE OTHER IN THE PARTS |
| STORAGE AREA. THE MEZZANINE LEVEL OVER THE BUSINESS |
| OCCUPANCY DOES HAVE WHAT APPEARS TO BE A ELEVATOR TO |
| GET A WHEEL CHAIRED CLIENT OR WORKER TO THE UPPER |
| PORTION OF THE MEZZANINE BUT THERE ARE STAIRS DOWN TO |
| THE CONFERENCE ROOM. NO ACCESSIBILITY TO THE CONFERENCE |
| ROOM. |
| 2014 FBC-B 201.1.1VERTICAL ACCESSIBILITY. 201.1.1 |
| VERTICAL ACCESSIBILITY. SECTIONS 553.501-553.513, F.S., |
| AND THE ADA STANDARDS FOR ACCESSIBLE DESIGN DO NOT |
| RELIEVE THE OWNER OF ANY BUILDING, STRUCTURE OR |
| FACILITY GOVERNED BY THOSE SECTIONS FROM THE DUTY TO |
| PROVIDE VERTICAL ACCESSIBILITY TO ALL LEVELS ABOVE AND |
| BELOW THE OCCUPIABLE GRADE LEVEL REGARDLESS OF WHETHER |
| THE STANDARDS REQUIRE AN ELEVATOR TO BE INSTALLED IN |
| SUCH BUILDING, STRUCTURE OR FACILITY. |
| |
| 203.9 EMPLOYEE WORK AREAS. |
| SPACES AND ELEMENTS WITHIN EMPLOYEE WORK AREAS SHALL |
| ONLY BE REQUIRED TO COMPLY WITH 206.2.8, 207.1, AND |
| 215.3 AND SHALL BE DESIGNED AND CONSTRUCTED SO THAT |
| INDIVIDUALS WITH DISABILITIES CAN APPROACH, ENTER, AND |
| EXIT THE EMPLOYEE WORK AREA. |
| |
| 5E) SHEET 054-A1-2-1A. THE QUESTION ARISES IS THE |
| ELEVATOR ON EMERGENCY POWER? HOW WILL WHEELCHAIR BOUND |
| PERSON GET BACK DOWN FROM THE MEZZANINE IN CASE OF LOSS |
| OF POWER? . 201.1.1 VERTICAL ACCESSIBILITY. SECTIONS |
| 553.501-553.513, F.S., AND THE ADA STANDARDS FOR |
| ACCESSIBLE DESIGN DO NOT RELIEVE THE OWNER OF ANY |
| BUILDING, STRUCTURE OR FACILITY GOVERNED BY THOSE |
| SECTIONS FROM THE DUTY TO PROVIDE VERTICAL |
| ACCESSIBILITY TO ALL LEVELS ABOVE AND BELOW THE |
| OCCUPIABLE GRADE LEVEL REGARDLESS OF WHETHER THE |
| STANDARDS REQUIRE AN ELEVATOR TO BE INSTALLED IN SUCH |
| BUILDING, STRUCTURE OR FACILITY. |
| |
| 6) SHEET 036-A1-1-1B PARTS STORAGE IS THERE A MEZZANINE |
| LEVEL IN THE PARTS STORAGE OR A OPEN GRID SECOND FLOOR? |
| 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED. |
| |
| 7A) SHEET 036-A1-1-1B INDICATES A TIRE CAROUSEL, PLEASE |
| PROVIDE MANUFACTURES SPECIFICATIONS AND CUT SHEETS ON |
| THIS EQUIPMENT. 107.2.1.3 ADDITIONAL INFORMATION IS |
| REQUIRED. |
| |
| 7B) PLEASE PROVIDE THE CUBIC FEET THE TIRE CAROUSEL |
| ENCLOSES, MAY NEED TO COMPLY WITH 903.2.9.2 BULK |
| STORAGE OF TIRES. |
| |
| 8) SHEET 036-A1-1-1B SERVICE BAY INDICATES THE USE OF |
| CAR LIFTS WILL THESE LIFTS BE USING A HYDRAULIC TYPE |
| LIFT? IS SO PLEASE PROVIDE COMPLIANCE WITH 2014 FBC-B |
| SECTION B 3011.1 ELECTROLYSIS PROTECTION FOR |
| UNDERGROUND HYDRAULIC ELEVATOR CYLINDERS. ALL NEWLY |
| INSTALLED UNDERGROUND HYDRAULIC PRESSURE CYLINDERS |
| SHALL BE ENCASED IN OUTER PLASTIC CONTAINMENT TO |
| MINIMIZE ELECTROLYTIC CORROSION BETWEEN THE METAL |
| CYLINDER AND GROUND CATHODE. |
| |
| 9) SHEET 145-S1.1A IN THE BOTTOM RIGHT SHOWS A KEY |
| FOUNDATION PLAN FOR THE FOUNDATION. THE KEY PLAN DOES |
| NOT IDENTIFY THE FOUNDATION BEHIND THE BUILDING LABELED |
| 1. PLEASE PROVIDE WHERE THIS PLAN CAN BE LOCATED. |
| |
| 10) SHEET 037-A1-1-1C INDICATES AN ELEVATOR DETAIL |
| FOUND ON 109-A7-1 INDICATING THE ELEVATOR TO THE 6TH |
| FLOOR/ ROOF TOP OF THE GARAGE AND SHEET 111-A7-3 BOTH |
| APPEAR TO BE A HYDRAULIC TYPE ELEVATOR . |
| PLEASE PROVIDE CODE COMPLIANCE WITH 2014 FBC-B 3011.1 |
| ELECTROLYSIS PROTECTION FOR UNDERGROUND HYDRAULIC |
| ELEVATOR CYLINDERS. ALL NEWLY INSTALLED UNDERGROUND |
| HYDRAULIC PRESSURE CYLINDERS SHALL BE ENCASED IN OUTER |
| PLASTIC CONTAINMENT TO MINIMIZE ELECTROLYTIC CORROSION |
| BETWEEN THE METAL CYLINDER AND GROUND CATHODE. |
| |
| 11) SHEET 036-A1-1-1B THE CAR LIFTS DO NOT INDICATE IF |
| THE CAR LIFTS ARE A HYDRAULIC TYPE OF ELEVATOR |
| REQUIRING COMPLIANCE WITH 2014 FBC-B 3011.1 |
| ELECTROLYSIS PROTECTION FOR UNDERGROUND HYDRAULIC |
| ELEVATOR CYLINDERS. |
| |
| 12) SHEET 037-A1-1-1C NOR THE SHEET 109-A7-1 SHOW THE |
| CAB OF ELEVATOR # 1 ACCOMMODATES THE AMBULANCE |
| STRETCHER REQUIREMENTS OF FBC-B 3002.4. |
| |
| 13) SHEET 109-A7-1 WILL ALSO NEED TO PROVIDE COMPLIANCE |
| WITH FBC-B 3004.2 & 3004.3 VENTING. |
| |
| 14A) SHEET 109-A7-1 SHOWS ELEVATOR # 1 AS THE VERTICAL |
| ACCESSIBILITY FOR THE PARKING GARAGE FLOORS. |
| IS THE ELEVATOR # 1 TIED TO EMERGENCY POWER TO BE |
| CONSIDERED RELIABLE MEANS OF EGRESS IF THE POWER FAILS. |
| MISSING THE LIFE SAFETY SHEET FOR THE 2ND FLOOR BUT FOR |
| THE 3RD THROUGH THE 6TH FLOOR THE OCCUPANT LOAD IS 259 |
| PER FLOOR. 2014 FBC-B SECTION 1021.2 REQUIRES AT LEAST |
| 2 EXITS FROM EACH STORY OR OCCUPIED ROOF. |
| THE 2014 FBC-ACCESSIBILITY CODE 207.1 ACCESSIBLE MEANS |
| OF EGRESS SHALL COMPLY WITH THE 2003 IBC SECTION 1007. |
| 2003 IBC-B 1007.1. WHERE 2 OR MORE MEANS OF EGRESS IS |
| REQUIRED BY SECTION 1014.1 OR 1018.1 FROM ANY |
| ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT |
| LESS THAN TWO ACCESSIBLE MEANS OF EGRESS. PLEASE |
| PROVIDE WHAT WILL BE CONSIDERED THE SECOND MEANS OF |
| ACCESSIBLE EGRESS FOR THE PARKING GARAGE LEVELS |
| 2THROUGH 6. |
| |
| 14B) THE PARKING GARAGE. THE PLANS DO NOT INDICATE THE |
| USE OF THE PARKING GARAGE OTHER THAN THE STORAGE OF |
| CARS. THE PLANS WILL NEED TO CLARIFY IF THE PARKING |
| GARAGE IS STRICTLY FOR INVENTORY OF CARS, OR IF BOTH |
| INVENTORY OF CARS AND CUSTOMER PARKING? THE QUESTION |
| ARISES DOES THE REQUIREMENT FOR ACCESSIBLE PARKING |
| SPACES FOR THE PUBLIC WITH ACCESS AISLES COME INTO PLAY |
| AS WELL AS HEIGHT REQUIREMENTS FOR VAN PARKING. |
| 2014 FBC-ACCESSIBILITY CODE 208.3.1, & 502.1 THROUGH |
| 502.7 EVEN THOUGH THE PARKING GARAGE MAYBE STRICTLY |
| USED JUST FOR THE INVENTORY OF AUTOMOBILES. |
| PLEASE REVIEW SECTION FBC-ACCESSIBILITY CODE 208.1 |
| REQUIREMENTS FOR VAN PARKING STRUCTURES. EXCEPTION: |
| PARKING SPACES USED EXCLUSIVELY FOR BUSES, TRUCKS, |
| OTHER DELIVERY VEHICLES, LAW ENFORCEMENT VEHICLES, OR |
| VEHICULAR IMPOUND SHALL NOT BE REQUIRED TO COMPLY WITH |
| 208 PROVIDED THAT LOTS ACCESSED BY THE PUBLIC ARE |
| PROVIDED WITH A PASSENGER LOADING ZONE COMPLYING WITH |
| 503. |
| |
| 14C) SHEET 090-A4-4 DETAILS 1 & 2 BOTH PROVIDE |
| ELEVATIONS FOR THE FINISH FLOOR ON VARIOUS FLOOR LEVELS |
| AND DETAIL # 1 INDICATES THE FLOOR STRUCTURAL MEMBERS |
| ARE 34 INCH DOUBLE T CONCRETE JOIST. THIS WOULD PROVIDE |
| AN 8FT.-8 IN. CLEAR SPACE BENEATH THE JOIST, DEPENDING |
| ON THE LAYOUT OF THE RAINWATER HORIZONTAL RUNS AND FIRE |
| SPRINKLER LAYOUT WHICH HAS NOT YET BEEN PROVIDED.2014 |
| FBC-B 406.4.1. |
| |
| 15A) SHEET 079-A3-0 HEADING PARKING GARAGE CALCULATIONS |
| PLEASE ADD AN ADDITIONAL COLUMN PER 2014 |
| FBC-B SECTION 406.2. THE AREA OF SUCH OPENINGS IN |
| EXTERIOR WALLS ON A TIER SHALL BE NOT LESS THAN 20 |
| PERCENT OF THE TOTAL PERIMETER WALL AREA OF EACH TIER. |
| |
| 15B) IN THE 2014 FBC-B SECTION 406.5.2 THE CODE ALSO |
| REQUIRES THE INTERIOR WALLS SHALL BE NOT LESS THAN 20 |
| PERCENT OPEN WITH UNIFORMLY DISTRIBUTED OPENINGS. |
| PLEASE ADD ANOTHER COLUMN TO THE HEADING PARKING GARAGE |
| CALCULATIONS SHOWING CODE COMPLIANCE. |
| 16A) SHEET 026-LS-0-1 UNDER THE HEADING OF APPLICABLE |
| CODES INDICATES THIS BUILDING IS TO BE A 1B TYPE OF |
| CONSTRUCTION. FULLY SPRINKLERED BUILDING. THE INDEX |
| SHEET 001 DOES NOT INDICATE ANY FIRE SPRINKLER PLANS TO |
| BE INCORPORATED WITHIN THE SET OF DRAWINGS. THE PLANS |
| SHEET 026-LS-0.1 INDICATES AREA INCREASES WERE TAKEN |
| FOR FIRE SPRINKLERING OF THE WHOLE BUILDING. |
| |
| 16B) SHEETS 108-A7-0 STAIR 3 (ASSUMED STAIR 2 IS ALIKE |
| BUT OPPOSITE) SHOWS FLOOR PLAN VIEW AS WELL AS A CUT |
| SECTION THROUGH THE STAIR TOWER BUT THERE IS NO MENTION |
| OR DETAILS OF HOW THE OPEN PARKING GARAGE IS GOING TO |
| BE FIRE SPRINKLERED AS WELL AS THE 6TH FLOOR OR ROOF |
| LEVEL. THIS LEVEL IS OCCUPIED (USABLE) SPACE AND |
| CONSIDERED A STORY? THE PLANS DO NOT PROVIDE A STAND |
| PIPE IN ANY OF THE STAIR TOWERS, 1,2 OR 3. SEE 2014 |
| FBC-B 406.5.8. |
| |
| 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR |
| BUILDINGS. |
| 107.3.5.1 COMMERCIAL BUILDINGS: |
| 107.3.5.1.1 BUILDING |
| (5.) FIRE SUPPRESSION SYSTEMS SHALL INCLUDE: |
| EARLY WARNING SMOKE EVACUATION SYSTEMS |
| SCHEMATIC FIRE SPRINKLERS |
| STANDPIPES |
| PRE-ENGINEERED SYSTEMS |
| RISER DIAGRAM |
| |
| 17) SHEET 109-A7-1 ALSO IS LACKING THE REQUIRED |
| STANDPIPE WITHIN THE STAIRWELL AND HOW THE UPPER LEVEL |
| THE 6TH FLOOR/ ROOF TOP PARKING LEVEL WILL ACHIEVE CODE |
| COMPLIANCE. |
| |
| 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR |
| BUILDINGS. |
| 107.3.5.1 COMMERCIAL BUILDINGS: |
| 107.3.5.1.1 BUILDING |
| (5.) FIRE SUPPRESSION SYSTEMS SHALL INCLUDE: |
| EARLY WARNING SMOKE EVACUATION SYSTEMS |
| SCHEMATIC FIRE SPRINKLERS |
| STANDPIPES |
| PRE-ENGINEERED SYSTEMS |
| RISER DIAGRAM |
| |
| 18A) PLEASE SHOW WHERE THE PLANS CAN SHOW COMPLIANCE |
| WITH THE 2014 FBC-B SECTION 406.4.3 VEHICLE BARRIERS. |
| VEHICLE BARRIERS NOT LESS THAN 2 FEET 9 INCHES (835 MM) |
| IN HEIGHT SHALL BE PLACED AT THE ENDS OF DRIVE LANES, |
| AND AT THE END OF PARKING SPACES WHERE THE VERTICAL |
| DISTANCE TO THE GROUND OR SURFACE DIRECTLY BELOW IS |
| GREATER THAN 1 FOOT (305 MM). VEHICLE BARRIERS SHALL |
| COMPLY WITH THE LOADING REQUIREMENTS OF SECTION |
| 1607.8.3. |
| |
| 18B) PLEASE SHOW WHERE THE PLANS CAN SHOW COMPLIANCE |
| WITH THE 2014 FBC-B SECTION 406.4.2 GUARDS. |
| GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION |
| 1013. GUARDS SERVING AS VEHICLE BARRIERS SHALL COMPLY |
| WITH SECTIONS 406.4.3 AND 1013. |
| |
| 19) THIS COMMENT IS COMMON FOR ALL FLOORS. SHEET |
| 055-A1-2-B THE FLOOR INDICATES THE ELEVATION OF THE |
| LEVEL FLOOR AT 38.0 FEET. THE PLANS DO SHOW WHAT |
| APPEARS TO BE FLOOR DRAINS BUT THE DIFFERENCE IN |
| ELEVATION IS NOT MARKED ON THE PLANS NOR IS THERE ANY |
| NOTES ON THE PLANS INDICATING THE DIFFERENCE IN |
| ELEVATION. PLEASE PROVIDE COMPLIANCE WITH THE 2014 |
| FBC-B 406.4.5 FLOOR SURFACE. |
| THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR |
| OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE |
| MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN |
| VEHICLE ENTRY DOORWAY. |
| |
| 20) PORTIONS OF THE 1ST FLOOR AND 2ND FLOOR ARE |
| CONSIDERED AN ENCLOSED PARKING GARAGE, PLEASE IDENTIFY |
| WHERE IN EITHER THE ARCHITECTURAL SHEETS OR THE |
| MECHANICAL SHEETS COMPLIANCE WITH 2014 FBC-B 406.6.2 |
| VENTILATION. A MECHANICAL VENTILATION SYSTEM SHALL BE |
| PROVIDED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, |
| MECHANICAL. |
| |
| 21) PLEASE PROVIDE WHERE IN THE SUBMITTED PLANS |
| COMPLIANCE WITH FBC-B SECTION [F] 406.6.3 AUTOMATIC |
| SPRINKLER SYSTEM. AN ENCLOSED PARKING GARAGE SHALL BE |
| EQUIPPED WITH AN AUTOMATIC SPRINKLER SYSTEM IN |
| ACCORDANCE WITH SECTION 903.2.10. |
| |
| 22) PLEASE PROVIDE WHERE COMPLIANCE WITH FBC-B SECTION |
| 406.8.2 VENTILATION. REPAIR GARAGES SHALL BE |
| MECHANICALLY VENTILATED IN ACCORDANCE WITH THE FLORIDA |
| BUILDING CODE, MECHANICAL. THE VENTILATION SYSTEM SHALL |
| BE CONTROLLED AT THE ENTRANCE TO THE GARAGE. |
| |
| 23) PLEASE PROVIDE WHERE COMPLIANCE WITH FBC-B SECTION |
| 406.8.6 AUTOMATIC SPRINKLER SYSTEM. |
| A REPAIR GARAGE SHALL BE EQUIPPED WITH AN AUTOMATIC |
| SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.2.9.1. |
| |
| 24) SHEET 038-A1-1-1D. NEXT TO STAIR 128 THE PLANS |
| INDICATE THE USE OF A PLATFORM LIFT, PLEASE PROVIDE |
| COMPLIANCE WITH THE 2014 FBC-ACCESSIBILITY CODE 410.1 |
| THROUGH 410.6. |
| |
| 25) SHEETS 035-A1.1.1A THROUGH 040-A1.1.1F, AND SHEET |
| 113-A8.0 DOOR SCHEDULE: |
| |
| 25A) DOOR TYPE (N) SHOW THEY ARE A HORIZONTAL |
| BI-PARTING DOOR. SHEET 113-A8-0 INDICATES A DOOR TYPE |
| (N) BUT DOES NOT INDICATE TO WHICH CODE SECTION THE |
| DOORS ARE COMPLY 1008.1.4.2 POWER OPERATED DOORS OR |
| 1008.1.4.3 HORIZONTAL SLIDING DOORS OR HOW MUCH FORCE |
| IS TO BE APPLIED TO SET THE DOOR IN MOTION. DOORS SHALL |
| BE OPENABLE BY A SIMPLE METHOD FROM BOTH SIDES WITHOUT |
| SPECIAL KNOWLEDGE OR EFFORT, HOW WILL THIS BE |
| ACCOMPLISHED. |
| |
| 25B) SHEET 039-A1-1-1E DOOR 121 IS IDENTIFIED ON THE |
| PLAN AS A SLIDING GLASS DOOR. SHEET 113-A8-0 INDICATES |
| THIS DOOR TYPE AS DOOR TYPE ( E ), WHICH IS A SWING |
| TYPE OF DOOR. 107.2.1.3 IT APPEARS TO BE A TYPO, |
| ADDITIONAL INFORMATION IS REQUIRED. |
| |
| 26) SHEET 100-A6-2 PLEASE PROVIDE HOW THE SKYLIGHT |
| GLAZING IS GOING TO COMPLY WITH THE 2014 FBC-B 2405.2 |
| ALLOWABLE GLAZING MATERIALS AND LIMITATIONS. |
| 2405.5 UNIT SKYLIGHTS AND TUBULAR DAYLIGHTING DEVICES. |
| UNIT SKYLIGHTS AND TUBULAR DEVICES SHALL BE TESTED AND |
| LABELED AS COMPLYING WITH AAMA/WDMA/CSA 101/I.S./A440. |
| THE LABEL SHALL STATE THE NAME OF THE MANUFACTURER, THE |
| APPROVED LABELING AGENCY, THE PRODUCT DESIGNATION AND |
| THE PERFORMANCE GRADE RATING AS SPECIFIED IN |
| AAMA/WDMA/CSA 101/I.S.2/ A440. IF THE PRODUCT |
| MANUFACTURER HAS CHOSEN TO HAVE THE PERFORMANCE GRADE |
| OF THE SKYLIGHT RATED SEPARATELY FOR POSITIVE AND |
| NEGATIVE DESIGN PRESSURE, THEN THE LABEL SHALL STATE |
| BOTH PERFORMANCE GRADE RATINGS AS SPECIFIED IN |
| AAMA/WDMA/ CSA 101/I.S.2/A440 AND THE SKYLIGHT SHALL |
| COMPLY WITH SECTION 2405.5.2. IF THE SKYLIGHT IS NOT |
| RATED SEPARATELY FOR POSITIVE AND NEGATIVE PRESSURE, |
| THEN THE PERFORMANCE GRADE RATING SHOWN ON THE LABEL |
| SHALL BE THE PERFORMANCE GRADE RATING DETERMINED IN |
| ACCORDANCE WITH AAMA/WDMA/CSA 101/ I.S.2/A440 FOR BOTH |
| POSITIVE AND NEGATIVE DESIGN PRESSURE AND THE SKYLIGHT |
| SHALL CONFORM TO SECTION 2405.5.1. |
| |
| 27) SHEET 140-S0.1 STRUCTURAL SPECIFICATION NOTES MISC. |
| NOTE # 6 IS THE WIND DESIGN CRITERIA, PLEASE ALSO |
| PROVIDE AT WHAT MEAN ROOF HEIGHT IS THE PRESSURES FOUND |
| ON SHEET 143-S0.4 TAKEN? UNTIL THE MEAN ROOF HEIGHT IS |
| GIVEN THE PRESSURES CANNOT BE VERIFIED. 2014 FBC-B |
| TABLE 1609.7(2) ADJUSTMENT FACTORS FOR HEIGHT & |
| EXPOSURE. PROVIDE THE MEAN ROOF HEIGHT FOR THE |
| BUILDING. MEAN ROOF HEIGHT. THE AVERAGE OF THE ROOF |
| EAVE HEIGHT AND THE HEIGHT TO THE HIGHEST POINT ON THE |
| ROOF SURFACE, EXCEPT THAT EAVE HEIGHT SHALL BE USED FOR |
| ROOF ANGLE OF LESS THAN OR EQUAL TO 10 DEGREES (0.18 |
| RAD). |
| |
| |
| 28) PLEASE PROVIDE THE PRESSURES FOUND ON SHEET |
| 143-S0.4 IN VASD SINCE ALL OF THE PRODUCT APPROVALS ARE |
| IN VASD. THE INSPECTORS ON SITE WILL BE LOOKING FOR THE |
| PRESSURES ON THE S0,4 SHEET TO BE INLINE WITH THE |
| PRODUCT APPROVALS. 1609.3.1 WIND SPEED CONVERSION VULT |
| TO VASD. |
| |
| 29A) PLEASE SUBMIT PRODUCT APPROVALS TO COMPLY WITH: |
| 2014 FBC-B 1609.1.2 PROTECTION OF OPENINGS, |
| 1609.6.4.4.1 COMPONENTS & CLADDING, AND |
| 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, EFIS SYSTEMS, |
| (D) ROOFING PRODUCTS AND ASSEMBLIES |
| (E) SHUTTERS |
| (F) SKYLIGHTS |
| (G) PRE-ENGINEERED A/C STANDS |
| |
| 29B) 107.3.4.1 THOSE PRODUCTS WHICH ARE REGULATED BY |
| DCA RULE 9N-3 SHALL BE REVIEWED AND APPROVED IN WRITING |
| BY THE DESIGNER OF RECORD PRIOR TO SUBMITTAL FOR |
| JURISDICTIONAL APPROVAL. |
| |
| 29C) THE CONTRACTOR OR DESIGNER OF RECORD MAY ELECT TO |
| : 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH |
| AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1, |
| ADMINISTRATION 107.3.4.2 DEFERRED SUBMITTALS. FOR THE |
| PURPOSES OF THIS SECTION, DEFERRED SUBMITTALS ARE |
| DEFINED AS THOSE PORTIONS OF THE DESIGN THAT ARE NOT |
| SUBMITTED AT THE TIME OF THE APPLICATION AND THAT ARE |
| TO BE SUBMITTED TO THE BUILDING OFFICIAL WITHIN A |
| SPECIFIED PERIOD. DEFERRAL OF ANY SUBMITTAL ITEMS SHALL |
| HAVE THE PRIOR APPROVAL OF THE BUILDING OFFICIAL. THE |
| REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE |
| SHALL LIST THE DEFERRED SUBMITTALS ON THE CONSTRUCTION |
| DOCUMENTS FOR REVIEW BY THE BUILDING OFFICIAL. |
| |
| DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE |
| SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN |
| RESPONSIBLE CHARGE WHO SHALL REVIEW THEM AND FORWARD |
| THEM TO THE BUILDING OFFICIAL WITH A NOTATION |
| INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE |
| BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO |
| THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL |
| ITEMS SHALL NOT BE INSTALLED UNTIL THE DEFERRED |
| SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING |
| OFFICIAL. |
| |
| 30A) PLEASE PROVIDE COMPLIANCE WITH:2014 FBC-B 1013.6 |
| MECHANICAL EQUIPMENT. 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. |
| |
| 30B) 2014 FBC-B 1013.7 ROOF ACCESS. GUARDS SHALL BE |
| PROVIDED WHERE THE ROOF HATCH OPENING IS 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. |
| |
| 30C) 2014 FBC-B 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. |
| |
| 31) 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. |
| |
| 32) 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 |
| TEL: 561-805-6715 |
| FAX: 561-805-6676 |
| E-MAIL: [email protected] |
| |
| |